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Permits 1477 linkside Dr (vault folder) i A ? 9 ig77 _ ADDRESS J BUILDING PERMIT NUMBER 9004 INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP INSULATIONz- FINAL BUILDING CERTIFICATE OF OCCUPANCY 2 ~� ELECTRICAL PERMIT # INSPECTIONS ROUGH �[ f FINAL- MECHANICAL INALMECHANICAL PERMIT # J) PLUMBING PERMIT # NOTES : _ CITY OF 4&4#d4C 'Se444 #;ksd- 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No, Time J/ t Received l Z-.." Job I A50VK Locality Owner's ' Name Contractor BUILDINGONCRETE ELECTRICAL PLUMBING ECHANICAL Framing ❑ Rough Wiring 0 Rough 0 Air Gond.& 11 Re Roofing O Slab Temp Pole 0 Top Out U Heating Insulation G Lintel C Final G Sewer 0 Fire Place G' Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs. Friday P.M. A.M. Inspection Made "r M• Inspector ,nal Inspection❑ Certificate of Occupancy li Date TRANSMITTAL DOCUMENT FOR JEA DATE: /f.- /- 9 V, The following permits have passed "rough" inspection: Permit No. Address ~ , ,/ 6 OO� AlmmoKIcmxzxgtxkuo*)D*Ptmmx=&Adu xva wL*m. Please update your records accordingly. Thi^ y BVI LD NG7 CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA a APArowdby APPLICATION FOR ELECTRICAL1IRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,— IMPORTANT ATE 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. .ti ELEC1 ICAL FIRM: MASTE13 EL99TRICIAN SIGNATURE JOURNEYMAN NAME,. CCuTC_X ADDRESS:_•,; 1LA-n `.- ta"'S�_Oc- _' RFD-BOX— BLDG. FDBOXBLDG.SIZE LoT 62 BETWEEN: RES.04 APT.( ) COMM.( ) PUBLIC,( I INDUS.( I NEW Y'I OLD 1 I REW, ( I ADDITION( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW VJ INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE ZY—O AMPS SO COPPER ALUM.04 SWITCH int OR BREAKER 4J AMPS ' PH W N0VOLT RACMAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.3O AMP8. 3I.100 AMPG. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 00 AMPS. 0.1OVER APPLIANCES BELL TRANSF. AIR H.P.HATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS P94 VOLTAGE PHS NO. 9lI,P. VOLTAGE PHS r. 9236 R 4 pEPgRTMENT OF OU1 ING CI-1*b r ATLANTIC BE � i ION INFORMATION : P R 'lIT IN FORMATION' - dir�s. NRSIVE DRIVE �.t Number- 9235 C BEACH, FLORIDA 32213 pt Ti�tit Type: MEC ANICA� DESCRIPTION ».. .. ��». . f Work; N � ..._ � `# Sect o � + x 'Type: WOOD, TRAM of , RNG. 0 + # + S NOLE, FAI I,Y T ubdivisi�aL,INKII? i Il l ling$ > I Cc�d�: 0 � y E timated Value: Tota F 11 94 , tl:k 3 RAL HEAT AND AIR IN NEW HOME Y TION �� " F „s ..�» APPLICATION` _... 1* R ST $37 ,00 D II1I V S NATZR IMPACT PRR . tD 0 C,M FLORIDA r� 0 � Pb4 . 1 � RAltflk RADON CAR '5 $o .00 ORMT I OA ------- CAP 1 S�a�tl ! AIR TAL IMPROVE- ; $0 .00. 4`” .. T, e .,. 3. .._ROAD �� S RR TAF � �.tt� ACAS P`L. 3 2 2-571 CROSS CONNECT I ON� e��0 �' t` TyPs: D SEC,-H IMS')kCT FEE D: ' 3 DON 'T» SU ARGR •y '"„`"�` ^'' "��,�fin., 1 NOTE. i NOTICE»=ALL CONCAVE FORMS AND FOOTINGS MUST BE INSPECTED 00ORE•POU"Wa `{ PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ( BUICQING MATERIAL»RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE I CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER EI . FAILURE TO Ct� A,PLY WITH THE MECHANICS' LIEN LAW CAN RESULT 1N TML PROPERTY C 11 l 41% PAYING TWICE FOR BUILClING IMpRUVEMENTS," � V;ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR nn , TIfJN:OF APpL1CABLE PRflISIC)NS OF LAW. A L)A4TIC BEADH BUILDING D- PARTMENT IJ�#� 101 4.14,a (o)Z ` .' W BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC PEACH, FLORIDA 31233 APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUM©ER IMPORTANT — Applicant to complete all items in sections I. 11..111, and IV, 14,77 LINKCTf1F DRIVE LOCATION stress Adduct: -- - --OF Interesting streets: Between ATI Arg-Tr Ri ij[ And LINKSIDE DRIVE ------- CUILDING Sub• vision f1C 7 rat S2 ..- --- II. IDENTIFICATION — To be completed by all applicants In co.s;d•urion of parmil given (or doinq the wort •t described in 169 abevo 11ete-stn1 we herby aqua to ra-1-1 said ,•o t a::_ :s':r .ills the artecljd plant end specifications which are A Pert hereof and in accordance with Ike City of Jsclson-l'e ord-arces sea of qood gracile 6sl•d therein. No-4 of ldecl%enical Contractors coaksclor (Prial) MANDARIN HE & AIR M4110' Home of heperty Owaer $peaty• of Owner Signature of w Awthoriaal Agent CENTEX HOWS Architect or Engineer III. GE>NB AL INFORMATION A. Typo of Iwafing Iwo,: g' IS OTHER CONSTRUCTION BEING CONE ON t tt-- tric THIS WILDING OR SITE? XDS _ Q Gas-❑ V ❑ Natural ❑ Control Utility i IF YES, GIVE NUtABER Of CONSTRUCTION O OJ PERMIT 9004 ❑ Other - Spoclfy IV. USC»ANIGeL EQUIPMWT TO III INSTAIUED NATURE OF WORK (P•e.ile compleka list d eomponeate on back of�this .krsnl 1`'r— Residential or I I Commercial Heal ❑ Space ❑ Recesad a Centra{ O F4" Building , y �1Cir Conlrtioaing: ❑ Room ❑ LICentral f ❑ Existing Building yam+--6wc/ System: Maioria I IQt/l1fT11�1d � Z t' ❑ Replacement of existing system C.(,. 0•--N-w Installation(No system previously inslaue0) Matimum capacity 1Q00 0 Rarlriq•rafioa CJExtension or add-on to existing system ❑ Other — Specify Cl C401;69 Mercer: capacityV•P.ra, Q F+ro sprtaftlers: Nwmtber ad Meda Q Eie.vror ❑ MaaliN ❑ Etcaletor (nurab.r) THIS SPACI FOR OFFICS USE ONLY Q Gasorrae puatp (number) O Q Taw11 (aumbarl Aomori$ I Q LJisw- cawssieen (nure6or) ❑ Uarvol prouvre,votaos D Saw, Permit Approved by Doti 13 CAW — Spocify Permit F*- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT cKhArItNumber Usha Dacriptton Modal NUmber WAUfuturer ) APP t 1 r r 9057 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH }'1:. i i.0 SMA r XM w wr.5e r 4 +w Yr+F# LOdA A I AKN 19POMi Ait I VN - M'—wiy ww 1NP-0 FerMit Number'., 9D57 Address , .1477 LINHSIDE DRIVE I'@Lrillt 'I"yPe PLUMBING BEACH FLORIDA 32233 LEGAL DESCRIOTIONas of Work. NEW -�-_-�--*--_-- Ccan tr. 'Tyke: WOOD AML Lost: �2 BIock: Section: Prpc� d, Use SINGLE FAMILY '!'arahip. RNG� ' Owe IIi1 Colde., Subdi'vi ion SELV,A LINKSIDE E l n ted Values I ar�av Cast: $0 .00 j Total Fees : 7 .�4 Amount "Paid. 9/94 ING N NEW H'ORE N PL CATION IS ..�,.. .. .. S�8t 1 ....m NA' ER IMPACT FEE $0 .00 1 1,�,Addr DRIVE ACR r FLORID? 32235SEWER IMPACT FEE Al a v� 00 ,w s PO 1iAT I gN _ W�.-- RADON CAB 5 BCS � � R Lt1M$I1CI CAPITAL IMPROVE. $0 ,00 Add .. 2S ND , G BLVD�; BEER TAR tI m CROSS CONNECT ION Ise;;, CFC Tyre' 4 SEC B' IMPACT PEExp ► .OQ g F r.oNST, U'RCHAROE 4 SCHARCB/ATL BCH so A .;� x y . "YnFiS'hro aaa„arr,i.r .rM, kpreria wx« a>ea ..w NOTES: - NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH,AND DEBRIS,FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST Be CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO'COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PR©hE,RTY OWNER PAYING TWICE FOR BUILDING.IMPROVEMENTS.” ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR . ' VIOLATION OF APPLICABLE PROVISIONS OF LAW, 0000*0,000)OW $0.0014 ATLAMdTIC BEACH BUILDING DEPARTMENT Date: 149l94 tk� Itts 009" DOW x . BYE nd „..:R CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. -- - -- DON HARRIS PLUMBING ------cy-c-9. 94 PLUMBING CONTRACTOR:- -"--------' -------------------- P. 0. BOX 146058 (� (� LICENSE NUMBERS: IACK ( �(Ih L_� ��..---------------A-0-9--------- (904) 7.72-0900 OWNER --------------- ------ --------------------------------- ----------------------- BUILDING CONTRACTOR: -- - -- - ----- -- 0-c TYPE OF BUILDING: ___-- _ - -- --------------------------- / SINKSSHOWERS ----- ---------- LAVATORY _-_WATER HEATERS BATH TUBS ________DISHWASHERS URINALS ___ ___DISPOSALS Z---CLOSETS __ _____WASHING MACHINE FLOOR DRAINS -------------------- _TOTAL FIXTURE COUNT -- 0-0-4------------------ ------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES -MUST BE TH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.;`: r IN NAN CIA\PRIMING 0->' N N �o��ce flE �flmmeneemen� � (tRtJAJtt IH OV.-I.ICATc) Q; To whom It may concein; r( > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 113,13 of the Florida Statutes, the following lnformatlon is stated In this NOTICE OF COMMENCEMENT. Description of property -- ........................¢ C-- -- 1_►1.,!�_S!_��?__� ................ a1.J-1.7-.--•L�.:�K s - ---.4 !- - -=----------------------------------------------- c According to plat thereof recorded in plat hook q pages SSS._K�-/ ,� of the current public recordsty of Duval CounFlorida WGeneral description of improvements ..........................................................._.._....... s� Construction of Single Family Residence with Garage on concrete slab Q .-----------•---------------- ...................................................... Centex Real Fstate Corporation Attn : Arthur Day Owner .----•...............................................................•--------------------•-----_ .. o. 6620 Southpoint Dr. S. Suite 400 Jacksonville Florida 32216 Address .................................................................. ......_........ pOwner's Interest in site of the Improvement _„_Feey.Simple .`.+__..__`___'............................. V oFee Simple Title holder (it other than owner)• .............................................................. `D Name Address -------------------------•---------------------------•-- ........................................ ro szlme as owner Contractor ................................................................................................. hAddress -------.......................................................................................... Surety (if any) ------------------------------------------------------------------------------------------ uAddiess -----------------------------------------•.-..-------..-._..-----Amount of bond $------------ Name and address of any person making a loan for the construction of the improvements. Name --------•----------------------------------------------------------------------------------•-----.--. Address ------------------------------------------------------------------------------------------•---.. Name of person within the State of Florida, other than himself, deslgnated by owner upon whom notices or other documents may be served; Metropolitan Title & Gua-ranty Co Name .............................-...................................................—..... 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ............................-...............................................--------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 113.08 (2) (b], Florida Statutes, (Fill in at Owner's option), Name --------------------—............------------- -------- ------ WIMAMC IA%P81N11t,4 -1 V V `�a�ice aF �ammencemen� (IAVA71t IN OVPI.ICATt) To whom it may concein: The undersigned hereby latorms you that improvements will be made to certain real property, and in accordance with section 113,13 of the Florida Statutes, the following information is stated In this NOTICE OF COMMENCEMENT. } . Description of property .1,0& ... .......... �. •.�=�.�4 •Sa:. :f.- .................. ......_!_L .:?..?_.._.L�.aK ............................................... According to plat thereof recorded in plat hook y pages -- � .__• .••• ••.... ........... .....r. .. w..•r.• r... ..r......w..w..........• . r .r......_.. �•.. .. of the- ... current publ.ic ....ecor.ds ofr Du.val County Florida. General description of improvements _......•__r......r•...•..._.r---------------------------.-.-.-------- Construction of Single Family Residence with Garage on concrete slab ...................................•---.........._.........------.....-------............................... Centex Real Estate Corporation Attn: Arthur Day Owner ............................................................................................. .._. .. 6620 Southpoint Dr. S. Suite 400 Jacksonville Florida 32216 Address ---•...................................................................................._........ Fee Simple Owner's Interest in site of the Improvement ................................................................ - Fee Simple Title holder (it other then owner)• ............................................................... Name ..........................................................................._......._....--------------. Address ...............................................-................................................. stone as owner Contractor ................................................................................................ Address ...............................................................•................................. Surety (11 any) ..--------•-----.....--•..........................------................_------------------• Addiess ......................-...........................-..............Amount of bond $----------.... Name and address of any person making a loan for the construetioa of the lmprovemegts. Na.-na .................................r...•....._........r.......-•----.......-----...._...------------. Address ..................................-...... ...................................................... r Name of person within the State of Florida, other than himself, designated by owner upon whom nodus or other documents may be served: Metropolitan Title & Guaranty Co Name .......--•...................:.....•-----------..................----............................... 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address _......•.._...r.-•---•....w........--•........................................._..........-------. In addition to himself, owner desitnates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option), Name ...................._.............—.......... ----- -------------- .. ------..-•------------------------ © �nsPed E Oxftc{ d Fui, nq c, R24UEST FOR, EN':PECT-110N Date— --_- L_— Per it No. �o`� -------- Time (—(//y— ef Recelved - _._ Pio 14-1-17 Job Add r --- L ality Owner's Name _ -- ------CoritracT - ------- til lLDIN"G COiNCRETE ELECT RIC AL PLUMDI:NG MECHANICAL Framing Fceting Rough W•ino Rough � Air Cond. & R2 Roofing - Slab Temp Pole T p Out _ Heating Insulai'o^ _ Linte; Final Sewer Fire Place Pre Fab READY FOR INSPECTION QD 14on. CD Wed. 'hurl. Friday-- RM irspectior, Wade Firial Inspection Certificate,of Occupancy OF ADDITIONS or DO NOT REMOVE / met THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections sholl be made before the job will be accepted Z;Zoq �.�-sr IP, . It is unlawful for any Carpenter. Contractor. Nudder, or other persons. to cover or cause to be covered. any port of the work with flooring. loth. earth at other material. until the proper rnspec of has hod ample time to approve ft Installation. After additions or corrections he-* been made, ca1J/�-MEW"iding DepartnNnt for an inspection. Field Inspectors ere in the office from to.F�Monday through Friday. r,�MBM� G fti! i TRUE TRUSS, INC. : 1.0411 Alta Orive Jacksonville. Florida 32326 ' RU PmR.1 --Mi . (904) 757-- 50071 A !=AX (904).757 0 April 2, 1993 To: Builder,.. Truss Erector, and Building. Inspector The attached sheets provide Engineer Sealed Specification's for: 1. ) A typical Garage .Door Header where the Trusses bearing on it are Gable Trusses: 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets 'Wind Speed Requirements up to 110 mph. 4 . ) "L" or "T" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the Trusses being installed on a specific job. If in doubt as to the Application of these Specification's , contact True Truss, Inc. at (904) 757-7500 . prpROVED CITY OF ATLANoIC BF-AeH BUl'LDING .11 0'7 By — QUALITY TRUSSES AT AFFORDABLE PRICES — TRUSS SPECIFICATIONS FOR Master The numbers listed below are a List Of truss.specifications for the project named above. These specifications are attached::f7erewith 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. 1 1 0 . 1 of 2 1576/1992 \ 13190 20 , 2 10/6/1992 .0 7 \ ,RED EN,r Il,tVuDCO S..Lk SE Of I»E SPECIFItq wINIwUw ORADES. 'SI COw4K10A PLATES SHALL 1E-IldTALLED SVW46101CALLV 014 GI THIS OESIOr1*IS.APPLICASIE 10 SHORTER SPM- TRUSSES OF TV 31 11401CAIES LATERAL NAAC114 WCw6EA Ilu4 010.1 ft SPECIES. MID wAAjWW'NO3SILCbllful,.OA SUCH THAT - INC JOINT; IDENTICAL LOAQIIW ATO C(NAFIbURAT701T. 141 -USIALLATION 040 ERCCIIb/OF Int TRUSS. 0(kWMANT, A10 IS Of nIGnCP ALLOOAG�C STPE 64 VALOCS, A1.L VALUE6 LSCO' :iN 10►'CPI MD SP61CIES ARE NOT PSCbIKNWD 10 OCCUR 101.TME 100 COAD SMALL DE LAUPALLI NPACCO CIIeER G• 3/0' IEHPOAAAY MALIPK Srd1.L0 SE OWE 114•CCOPOM a .17n to, 0ES1 001 MC SASCOL0LK / ,E LATEST EDITION Of THA,- DIKCILV NOK:A NOTION p,OPS.SPLICE.. 0.111.1 Srt&lnl110 OR 1^4114 HENNAS SPALEO At 3'-0' U.C. C. CURRENT IPI ACI14 MA(PCL110N AA,L1CA11OY4S. 1.1 p.A4 DESIGN STANDARDS-PUKISFED 1Y'UK NAIIOHAZ- X71,.Y+E000 APMOYAC NUIKA&-'LAC ESAE.:FnA ICS 9014• SSCC 9"X.). 111 11115 DESIGN MOMS 10 CUPA1011 IPI OCSIGM VECIfICA- fOA(ST PPOip,g TS,ASSGCIAf10r4. ZEST, FOGA PILE OS-Its - - TO 1K 001100 CHORD SMALL K LATERALLY W4ACEO EIbER 1Y TIONS FOR METAL PLATE C(904ECIE0 WOO 1"SES AAO tl- 1NIS OESIWA I.S.SASE0 01 CLAftV COr.4ECi0R PLATES OILV. 0I:'INIS I*JSS'MAS DEEM kA A TK LOA0114 SnOWN 6/E-WIN.) DNVNROS ALL OR GRACING NEN/ERS SPACED AT 10'-0' OUALIIY SIA34OAFOR I"S(S. 31 C&940081 PLYt(S-SIZES AMC.SASEO ON AJIAL IFOACES-WLY. ON ?HIS 00,911116. -IHST"AT1011'040USESHALL COif ORN D.0 WAY'.I. 161 140 wENKA Of TME 1AUSS wA1 SE CVT ON NOOIFIEO IN A141 NAY. h ;OuECIDA RUAIE Si IES ARE OIYEN SO DEC. AXIS SV S.DEO. Xl tw lNif,OESi11N, l71 11401CAlfs DEAA1140 LOCA11014. 'AXIS IVEP SY nQAIZ�T Rood`Heo Length Max.1num deflection occurred at bottom joint 05. -CONFIGURATION G LOADING SPECIFIED BY FABRICATOR. Plate .turned,: 3S deg. Maximum ,Live Load Deflection of .19', Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. P�Typical:'Panel. Maximum Totba Load Deflection of .261', Index-,307, (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. t . Total Quantity of trusses 110 PLF Tr T*1 fn 1x En rh v La Y 1n. i1n ln - to U) In In In (» m En M v EO to:. Q (nn m (xi M v Tn R-1016 ,ti R-1016 13.31 (3.5) 16-1112 TP-29.5? _10 _ PL HIS TRUSS ANALYZED. WITH PPSA3 . ) ORCES (Lef►t...td' Right) OP -1275 -1250 -3850 -4033 -3489' 2209.• 0 ESS -1009, :1529 1322 820 -780 3.7.1. 333 .` 798. 137 -559 596 =1041 1087 -1529 -104 OT 0 ., 2309` 3560 .4110 . 3926 3023 1359 'GARYA 01V10iin::of PLATE TYPE: O.C. -SPACING. - LOADING '(PSF) TC LUMBER DESCRIPTION/2 OS SP DESCRIPTION u j(� ALPINE ENGINEEA9O?RODOCTS IAC V-2000`` 40, 16'11-3/4' GARAGE HEADER i r .2-0-0" IB0! $. GREAT S60114WEST PKWY. LL TC!0' SC LUMBER 5.0. 1-4X2 02 OS SP ENO, FOR: ENO 8 ; F GgANO PRAIRIE. .flc ts°sI D14.tc 0 TRUE TRUSS INC. SOURCE Program 12141. 6603940 LL GC WEBS 4x2 e3 SP ' ►eEA18ER TgTl$5 PLATE INSTITUTE 568. S1 33% LTABL55 PROJECT: MASTER - °ATFQ6 OCT 1992 5C/�L LYrFv,Y AS uAv-RC AH1Tin .11- L1x.BER S.ALL'BE V 14 SPECTRE-]—I"UN tAADEL 81 C018E004 PLFitt:311ALL BE 1/4TALLED tvq.61RICALLY Ott 9) THIS DESIGN If AMICABLE t0 SHORIEA SPA11 TRUSSES Or 171 30' 111DIt&TCS LATERAL OOAC114 MEMBEA hx4 .11+l bW S-ECIES• AIQ wxj 'M THIISIVE CONTENT.;OR SUCH THAT INC.JOIN[ : IOEIIIICAL LOADING Alp 9011/IGURATI011. 141 IIII.t ALLATION AND ERECTIDII Of THE I"S. PERw111tN1, AND IS OF Al"O ALLDMAtLt STKt3 VALUES, ALL VALIS USCO N.TOP 04AD SPLICES AK NOT RECOMMENDED 10 OCCUok 10) THE 1(►CMORO SHALL OE LAIEPALLT BRACED EIIHIft Br 3/6• JEW-ORAPI BRACIHr SHO.AD SE 001E IN ACCOROAHCE wlln .rook DESIGN ARE BASED ON 1K,-LATESt EDITION Of I'd HA - DIRECTLY ABOVE'A 101101(CHONO SPLICE, WIN.) 511CATHING BR BRACING MEMBERS SPACED AT 7'-O' O.C. CURRENT IPT BRAC114 NO CPCCIION P%AWLIC411011S. I1014AL DESIGN siArOAROf PUBLIYEo Br /HE NATIONAL 71 31-3000 APMOVK•1AASOERY USC 2342, FhA TCB 2014, 511CC 9MAX.1. 141 1HI5 DESIGN COWOPA4 10 CUMENT 1►t DESIWM SP9CIr ICA• FOREST 01100WIS ASSOCIATION.- 7251. 'BCCA fjLE'11-125 III THE 80110H CHORD SHALL BE LA114ALLV BRACED EITHERBr 11014 FOR METAL RATE CO'a+ECTEO WOOD IIVSSES YD t•1 1»1s DES141�IS Gas[o,CH CLARY COHECTD,R PLACES ONLY. GI THIS TWSS HAS KEN DESIGNED FOR THE LOADING SHOWN 1/2'04184.1 DRYWALL DA GRACITIG MEMBERS SPACED Al 10'•0' OuALITY STAIOAAOS FOR TRUSSES. 31 COIPEtlo1 PLAIES S12ES ARE CASED 014 AXIAL,FGRC90-QaY. 011-UIIE CIIARINA...INifALLAiION Ai+D V" SHALL COiWw O.0 W►X.1. 151 1A MBE MER Of THE TRUSS WAY BE cut 0R MOOIflEO IN Ar+r NAY. .1 COIPECI W,'PLAtE sttEs•.APE GIVEN 90 DEC. AXIS GY'G DEO. - WITH TN IAI]S OEEION. 12) ® IIOICAIES BEA41110 LOCAIIOM, Af1S 1.491. BY HOPIt I. .Odd Net Leligtn Maximum deflec;tion .occu&red 6.72' from the left end of bottom panel #4. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. Plate turned 90.:deg. Ma"x'imUM Live Load D f,leCtion of .234', Index-.414, (L/871) -PLATE TOOTH VALUE REDUCED BY 15%, P-.Typical Pane-1. Maximum Total LOU Deflection of .322', Index=.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - 1 175 PL : * * * x a< M In' to to M In m to m In to In rn X X X' K X X X X K X X X X D (VL in (V to CU to cv In ru to EL ID Li 14' In 1. to LD n cn In III I U) to to LXD In R=1568 111 In R=1568 TP-31 PL +EIS TRUSS: ANAOZED WITH PPSA3 ORCES, (Le'ft .to Right) OP -2260.: 2280• -5182f 5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1533 2653 -249 -1975 1529 -219 -1088" 645 -219 -218 -218 -219 545 -1088 -219 1529 -1975 • -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLARY A filvi5lon.•PI : PLATE TYPE .. : . O.C. SPACING LOADING (PSfj TC LUMBER DESCRIPTION W iLPINE;ENGIMEER61]"PRODUCTS Inc V-2000 2-0-0. 40 2.-4x2 i2 Os SP 16'11-3/4' GARAGE HEADER A 1801 S. GREAT SOUTHWEST PKWY. S D LL TC10' BC LUIIBER2-4x2 #2 Os SP ENG. FOR: ENG BY• 0 GRANO PRAIRIE. Tz 73o5j OL TC 0 TRUE TRUSS INC. SOUt�CE Program (214) 660-3840 LL BC MESS 4x2 f3 SP 1122 si 33% OL PROJECT: OAT sc ,- I+EMBER TRUSS PLATE INSTITUTE TOTAL55 EXCEPT AS MAY BE NOTED MASTER - FO6 OCT 1992 �Lh htU1 stA tical.it n tit SMIudo lJ+Iatwgl rit:IKS Stlrxl(dG1pRP{+ttiS511jtIMNtS(Attlli511dt.K11tKA1trtX1 91 IRS OISKAISAell$W(t to$10"tl.... ?i volt ltl.uwat LU)NUK 1(1l111lit 011"Wo 111.1 IM iwit Ax lit"10,Amr.Aidl ms " NksVit, •;ttU;;v:„:1.:11 �.itA•.•..-r's 6,k1P"1•%kftf"SPtKtS'.a(t( 1,flt ttfL7R.Y.ktYlfO to AIA to#IIKi4�+Cltfkn):rrfltIoft All 1wIYOtta(.ttlIilia toByI r 7sY+is1 ,r,'.AlR JV s '+,'+q t„11;t 11,At4wtt11 inf ts% iYtl►'t:HY.+llpt.'f.A6ttlttW hiOtU1.`JYr.1 Ktktf!`..tiJi{u'It:URUtiu';1t:tYR".'iits sixtuli l'U"OC 4sNMq"•. .. lwspk .A`+'J.'o.itY,'.•.�tti •k+tus�+s.il It, Iti '.tlY".:t. %+Y;U.►+M/1 Al1A11r14tA5111101a.` 114,13 NIA sacc dJAXI i5i11.iill 517.t{::aJ%.,.. ItiK:i✓Ic..,t+'5::.:sA:'i.1A•'t tat *YAIII vfi i" ill li(1NNitktCtCMYt tit1.4l ft(t1J}ItAItY 41tA:l i!lIt1KA 0i I41151.44 LAI tAi NA-11 (AJ1?K I.,- 71 llwj loh�4 s:vv,!TI,,xj"t-1 f 4,0 ra I,It it ri tot i':"a ., +.?1liwjloh+ 4s:vv,!{I+7Cs;'t.1"'i4,0rdIItithAttt':"a Artti.fIlit5 u4 w I it tv-sow oIwIliiI(unilA:sovin 1$`U.111tsi1(I(VAIItot fdtM:a)G16Y14416WACIUM!GU• ItlUJt1Y`,IVJ)A1q{IIIA IRt15Sff is{.Ittiott cot 4111 a:I;r.,A'LNt Iw.(will 4 Iboulks:t4 Est#1706~IG-#AtAtl AisUN A14)1151.9041 G41101.1 OC I&W 1 1 t511At W 16111111 IN IlO MISS 6111 6!VUI N,Mi"ill)iu&'IT II(6l011101w{('f Aft :.,1X Jaf DMI1N td't: A.tl.".810 iNY .YnIN•y1Yy 11C1411 t?I .It".41ts AlAtktrG towel Ytat AtiSfilR AY,Itioul1 . . IN LIEU OF A SIMILE VMML BRACI3 A 2x4 BTZAC13 MAY BE USED AS SIKM IN SECTION -8. ATTACII BRACES WITH 110D (X.xI M HAILS AT 61, ©.C. . TIIT3` BRACE SHALL BE TIIB SMIE Lt IBM GRADE OR I3911Vt TI IAN 'lis L/t MER GRAI)E OF 7II13 WETS BEING BRACED. DQ NOT SPLIT LtfiIBI;1't WHEN ATTACHING BRACE. 2X4 WEB MEM6C-fL SECTION B-B [� 7z 4 WEB tIEMBER� I Zz " .' BRACE ar Z/ 71 Ti18RAC.E ,a,� � LATERAL BRACE °tF k s ... 13 ' Jtllituii�t�1� SEE ENGINEERED DRAYINS FOR r PLATE SIZES AND LOCATIONS LOADING AND STRESS DURA1I6X SPACING OF TRUSSES LUMBER Tit 1z,Ev + � w -9P— AND ACTUAL TRUSS CdNFI6URAII nAll flip( sftc*G ocµO. 1841114 KtUMSIR SEE DE$C IKK OPTIONAL 'L' BRACE DETAIL avG 1 LB tt tt 11c tuMA(A ENGINEERED (+1c"III. CLARY I"G BY: a Ic�� faros DRAKINB I!-LU41-S-ICl It 01' I-E S-[Cir IED HIMIv.M GA&CIS. Y COI4ECI0-►LaI[S SMALL BE 11131.LLID S."41-ICALL, Oi- 101 ALL 11141'00 CHO-D HEMDPS ASS'.%40 10 BE CC111114&.SL. I). / IIIOIC.IES WETTAL B-ACI14 MEWEQ 11..-111.1 S*C:IIS, .140 ltt WAUfwjw MOI S,WE CO,IE141. C- rcM-THAI. .:lM[JouR.' - B-ACCD all 111AE- 3.16, 01114 PL1,11000 SHEAIMtT•G. 1/2• 141 UISIALLAIIOI u0 E-EC11O1 OF 10E t-•ASS. 0CC«L4111, MC IS OF n1614P ALLD+aBI[ SIKSi:.LUES:,.ALL VSLUCS USED M ICA•C"DSQ SPLICES uIICT T•[COIWEI10[D 10 OCCUP IW110 DI11tiAu OP SPACIMS WHITES$SPACE* too B.W. tmw. 1[Il-OPAPY BP.CIMO SHOULD at Vale IM ACCm.I.C[ •Itn FO- OCS14i AP[ 01$10 Vol I1.I LAICST COIT1aM OF TK HA- .*IKCAv.ABOK A BOTTOM Cn090 SPLICE. Ml[S$140190 DIMCPMIS[. CIPMIEMT TPI SAACIN+G AND (SECTIO!PVBLICSTIO4. IIOuL M31Gr, Sfw*koOS PVBL.IS.CD IT IK HATIOLAL 1. 11 V-2009 A►PAgYA:1BPIBE-SL LOC 2242;.FMA TCB 2014. WC 111 ALL COHPKSUON CNOwD IEMSEPS ASSUMED 10 BE CONTI/UWS11151 IMIS DESIGN Corrom AS 10 CWKMI tPt OES141 S►ICl+1Ct- r0-EST 0.0mti ASS,OC2Ar101, - - TJfb }OC;A F K[ K-IRS ° SaACEo/Y E1114ts 3/4- 104111.1 PLYWOOD SKA1MIl10. 1/2• 1104 FOO OCTAL RATE CON.CCTED WOOD 1-VSSCS Aro 27 THIS OESIO/ IS BASED CRT CLAP't Cc lECTOB PLATES DILYT BI THIS TB.JSS WS little K41601CO FOR TOC LWOW* SHO-4 - 0104.1 CAVMALL 04 BWACIIIE MCHSLAS SPACED AT 16' P.C. DUALITY SIA10A•OS FDA TM ISCS. 11-CO/ECIO-PLATES SITES ASS 1ASED Of DIAL FO-CE,S DLI.. OI TMS EIRA99I10. 111STALLATIOI Aid LSC SMALL CO!04i 111All. VLESS 140110 OIKAWISE. 161 NO NEWS OF LOC TAVSS MAY BE CUT 04 HOOIFIEO IN PIT -11. . 41 CO AErIO41 KAIE.SfItS',AK.CALLEo OJT 'r101M 14C-OSS SLOTO YITM THIS KSIOC- 121 ® II101CAIES BEA-"IO LOCA11O1. 171 SPECIAL HUCLIHO CAPE SHOULD BE I-Elf"II10 SMIP►II•0 P10 Br Ll•IGM ula0 sLlitsl Po ln[.WICMiAr Id+or THE .Bl' Inl}OE}14N Ff A�r41 GBL[10 fH0-TELL YAM TITUS Or [KCIIOI OF ihKSEt SEE w10•1I FO- -CCO.CrCAt1O1t I11L_➢V'.,T�I�.it' wr t.. PI ATE.I rllGTw terut icA eAttf A!n callGLli4ti aft L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: $TANMAARD BUILDING (SBCCI 1991) MAX. WEB WIND SPEED: 11110 H SIZE/GRADE LENGTH MEAN ROOF HEIGHT: 30' Lr BRACE (SEE TABLE) 2X4. #3 SP 619.11 GABLE NOTES: 2X4 WES - THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND 2X4 #2 N SP 815" MAXIMUM HEIGHT AS SHOWN. 2X6 #2 N SP1 10 ANDDMAXIMUM OVERHANG PASTPGABLE2OF 16'"MOPPOSITEEFACEGABLE - TOP EDGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY SECTION A-A OTHERS. BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT 311, TYP. LOADING. FIELD CONNECTIONS BY OTHERS. 2411 O.C. "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 31711 IN SQ�`Cti �* , TYP. LENGTH SEE L-BRACE TABLE fpps� CIIMONRADEOFSBRACE. AATTAC0.C. BRACE �0 EDGE OF WEB WITH ibd WAILS 12 MAXU . 12 5 Nt 4��rcV ,��, LENGTH, MAXIMAUMA). BRACE LENGTH MAY BE 6" SHORTER THAN WEB ' 5 -r NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10'10" MAX g P, 0"'.p on �N F� S1 N. p�ICF 3X3 /F/1 ,. /• / / /iii + Z F,r ♦F- . F F , 3", TYP. 3X5 L-BRACE ON WEBS LONGER THAN 3'7", TYP. (SEE TABLE) 24",, MAX. - .. 5 TRUSS Nl1ST;HAVE CONTINUOUS BEARING. 0046138 . y•• r. . IR r• ' - .�4..;�. CLARY DIVISION,' PLATE TYPE O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: LIBRARY q........... IL OMG. ! ALPINE ENGINEEPEO ,PRODUCTS Inc V-2000' LL TC 30 2X4 12 N SP ENO. FOR TRUE TRUSS - 1(003 1 t8of .5. Gsx PKxr, �.I• . OL TC Igor 7 BC LUMBER 2X� f2 N SP PRO.IECT; GATE: 31 Mar 1993 GA"ANO PRAT.ATE TX- 73051 1214) 680-7,910LL BC 0 WEBS LAYOUT I0: OF OL eC to 2X4 13 SP ADOAESS: SCALE: 1ENBER TRUSS PLATE INSTITUTE 19 HAT_ DETAILS HAT NOTES: TC LUSEP: 2X4 •2 SP A BRACE FLAT TCP OF SL.PPORT TPUSS WITH -2X4 CONT14JOUS LATERAL BRACIIG. AT BC LUI.BER: 2X4:K2 SP 24' O.C. SPACi•IG. ATTACHED TO TOP 12 SIDE OF TOP CHORD WITH 2.16d 14ALS 14 VIERS: 2Y,4 113 SP 3Xc SXS EACH TPUSS. OR 2 TO 12 -1X4 CONT14"JS LATEP.AL BP.ACFIG. AT "i 24' O.C. ATTACI ED TO BOTTOM SCE D V4TH 245d NALS 11 5X5 EACH TPUSSTOP PBOTTOM CHOPO OF HAT TPUSS MUST PEST DP.ECTLY 014 TOP { CHORD OF SUPPORT TPUSS (NO GAP). SECUPE EPDS OF LATERAL BRACUG TO 3X5 %`h' VEPTICk WEBA SUT-SUPPORT TPUSS MST BE NdALYZED FOP E SUPPORT. SEE 14OTE C. 24' O.C. TOP CHOPA BP.ACI4G. SEE GEI-URE RAT NOTE 1. B. SECURE HAT tI PLU'8 POSITION t!•D ALIGI4 IT WITH SUPPORT TRUSS BELOW BEFORE APPLYNG ROOF SHEATHiJG. 4.0-0. 1•1 AY.. 2-0 C. VERTICAL. WEB: SPACI4G IS 4'0' O.C_MAX_ -WEBS LONGER THAN 79' PEOt PE BP.ACHG: -01-JE POW OF IX4 *2 SPB OP. BTR. X . TYP. CONi4JOUS LATEPAL BRACi►G 3X5 -8d C011OI IIALSAPERTus - rX4 #2 SPB T-BPACE. SAME LEIIGTH • AS VEPTiCAL WEB. ATTACHED ViITH « 8d COI-11VI IIALS AT 6' O Cib D. ATTACH HMT TO SI-PPORT TPUSS UTH 18' LENGTH GUSSETS. EACH FACE. SPACED AT 4'0' O.C. MAX_ 1•111•N1UI•I HEIGHT OF GUSSET SHALL GJ FPOi1 TOP OF HAT'S BOTTOM CHOP.D TO BOTTOM OF SL_FPOPT GUSSETS, SEE 140TE D. TPUSS' TOP CHORD. GUSSETS SHALL BE 1•12' APA RATTED 32/16 EXPOSUPE I PLYWOOD. OP SUPP.OPT TRIJ;S 7/1, APA STP.UCTUF.AL RATED OSB. t1 j BPACiJG FOP. SUPPORT. SEE NOTE A. �lr ATTACHED TO EACH FACE WITH Ad CC( ,`` •t•10I4 ' �. r/ NALS AT 6' O.C. THPOUGHOUT. E. BULDI4G TYPE: ENCLOSED P.ESDENTIAL DESGI CODE - STN••DAP.D BULDI*0988) i��,`���►I ;•,1 -Wi D SPEED • 10 hpH 4EA14 HEIGHT - 31 FEET 03 6 ' �,I •,,.• � `��� DRQ✓ 4-6-/73 ALF ry`rrr 'r� - \I�i -NERAL, NOTES:. sl ills ptstw is-m-micuii to vwcm vAM imAscs or 1MNnCAL LMotK TC LL PSF OB: 15830 Aw rRORSR11: ftHl`ISLOMItON. 30 11111111111110 n iU►199R SHALL 99 a 1K srtcte a■1■tMw SIUCC vtctts AHA 1St RLAIIW, Itl ALt ttNSla C!al0 KNICRS ASSAU It K CONIINU MI muco sV CISHER TC OL 7 OR 15 PSF QATE 23 MAR 1993 CLARY "impt COW'S9 °l s "ll M Y MlSlta ALLIRAN•t STRESS►ALIAS.ALL 7/A• MIN fxwopp SKA1MtN, t/2' MIM ar11ALL a SIMCIMp HEM ENS aster VALUES Some Alt sAus OM iK 141St►n�tIP1.01 M WTIOIML slow vAeto to o••u.wa, wun w+ts nKRs1u. SKCT110A11pW Tom.$"C"Iwx+lal s1 tK Hill=►Isttt'P"WATs Assert: fit ALL tSMR1t01ar CHM KNSCOS uS11HEp It K CailwanLV SAACtf It WHEN BC OL 10 PSF ORH 1 OF 1 »-THIS aslw is uses On CL,AM1 C044c R RAnSOI�{,1. s/S• IMI-1.1+LVISSO=101111, IW MIM.) p11r11ALL a SoACns Ic,M+a a evalom+LAVES WSS ARE 24992"Atilt►ORtts.►L1. - S+►ftp At It'O.t. IMAtI, OSLO$MOUll OTHERWISE. l pl♦111.1I'+I Aftf.t 4I cpl+cclon rl►1K SIZES ARE CALLID put si s1s1MµCOOS{"19 AND LENSIM 121 T99 IICICL,Ct SEASIMI MAI ION. t.yl_.I...1..+,K1., t-e: 41.04 SLO'$I. +SI_MN�IIOICA1tS LATt•AL SAACINs MEM" 11114 WIN.1 BC LL O PSF —ENG GMT - U Ca+CC%IR KA1E1 YWlI SE.1 SILL EO S1WKiRItK41 ON Atrtt. qM rLCES. 141 1M1lKL►SIGH AAO ER[tT{pM OF M INA%, KRWAA(Nt, ANp ttMRVR+In NK{rt a +OR t•a4/".acts ARK NSl moot"=a Ka O1ge41 AMK SMwLs K iR AtW1 . 1f"MIMIC 1►t MAt»1 AHA tKcnoM atT1Ru• TOT.LQ.47 OR 55 PSF BOI ,, crest Soutn.e"t pkry, 4 spnos cNoRs sM Ift Isl TNI"T,<slw tOlrolsa rs pnswt 1r1 oKs1w stClnunoN11 ra HE1M. Grsnd'vr►tNe• Tx, T5051 n r-r++++r.worLllAAnt�R IOC 134#. rw.ta tlt4 sett 1»L OMA 99.1». RLArt w+ccrW.opo tnllMs 11111 sullnr sTAMylos►a/RY"S[l. I/ a tM{S I+VIs HAS{CCM Mua•u/a 1•t LMaas a-""w 1•"I ass". m Iq KNMR v M ARUM w/K M SM"IMIllq IM AN/rA1. QUR.FAC. 12141 660-39AO INfiAKATION ua VSE"N4ll COWS'"Ota THIS KStw. 1» SMCI&L wIOL1Ns LARK slous K u4w.ITS MVKILtNtl tMS1ALLAr TON AND I+ACINK, MICOMMINDA11p•1I Aa CpM.OM1A61• MIS-I+ it 101. SPeP:TNf: 24f1 MEMBER OF TIE IlknS PLAIC 104111UTE ITPTi. JACK DETAIL TOP C!IORO 2X11 SO. PINE 92 IL EXCEPT AS SNOUN ( ••• ) _ N2 111P OR COntt011 TRUSS 001 CIIORD 2Xli SO. PINE 112 II • (2) 160 TOENAILS. 7 UEBS 2X4 SO. PINE 13 •• (3) IGO TOENAILS. i 2' TYP. PROVIDE UPLIFT C01114ECiI0N5 Al UERRINGS AS INDICATED. ••• OPTIONAL OVERIIANG � 91 IIIP TRUSS UPLIFT : 3501 2081 BRG LOC: I of UPLIFT 8nSE0 ON 10.0 PSF TOTAL UE110 LORD. WINO 7' SPEEDt118 MPH. MEnN IICTt17.5 FT. ENCLOSED. (SBC) J3 UIHO ANALYSIS ALSO COMPLIES U1111 SOUTH FLORIDA BUILDING CODE FOR 120 MPI► ANO 38.8 FT. MEAN !t1EIGHT. 5' PROVIDE UPLIFT COIINECTIONS AT OEARINCS AS INDICATED. J2 UPLIFT : 5881 4361 DRC IOC: t +l 3, UPLIFT BnSED ON 10.0 PSF TOTAL DEAD LOAD. WIND J1 SPEEOt120 MPH, nERN IIG1t22.6 FT. ENCLOSED. (SBC) UINO ANALYSIS ALSO COMPLIES WITH SOUTH FLORIDA BUILDING CODE 1' 1 2 J3 J4 4 Y FOR 128 MPH ANO 30.8 FT. nEnH HEIGHT. HIPJRCK TOP CIIORD LUMBER CRAOE ( +++ ) MAX. IIORMRL MAX. HIPJRCK SOFFIT NEICHT �•��+•{•_•� 3'� 5'� 7•-•I �2' .•� OVERIIRIIG OVERHANG 1' LEIIGTII LENCTI! 2 PSF 18 PSF ```tttlitt)tlillJtJJ/Jrr,r TYP. 0-00-00 0-00-80 12 N 112 N 1 -06-00 2-01-07 12 N N2 N � " 'Q�,�'• '�� 1 -09-08 2-05-11 12 112 DENSE I 1 -09-00 2-00-00 2-09-15 11 At DENSE A �" �.• ! 3.8Bc:!:�._ 10 6.58 2. 12 ;,L ; tl5`� ** * + 4.GO ++ 3X4 ' 2X3 s� ++ OR 3X4. SIMPSON 7HJR2s 3X4 MAY BE USED I ••• 9-18-13 OVER 2 SUPPORTS _ R•4631 u• 3.50• RtG521 Wt .3.58' END RHO CORNER JACKS If JITC K 1 GENERAL NOTES: ' In I.ts C(SICA 1s,rwlc,SLl to Vomits Incus at lOcMtic,L 1.010114 TC LL 30.00 PSF JOB: 16431 ,10•00 0101 DAL Carlou"11001. n�/ n tvwm swat K a INC s•cnritf.male tuom s.cctct 114 IK.u1M1M too .0 Itusld.Clvm tCMKes Lsstoco t0 K CO.rIHl014tt Putts of tits. 7C DL 1 OR 15 PSF GATE 04/26/93 C L AR 1 1% t MUNI. 0%rip 1"I it of MISKS LUO.PKt/MISS Yµ1E$.ALL 3 MIH KV.D00 tKAt..1.0, t/t- MIN 04.+µl a fwKiut AIWAS 411101 MIX5 NPIe,•K S,K►W IK LAMP[011101 or TK Milo-At Ks1514 s.,aSO H's-e.g.fufl. HatSS lolls 4/1c"Ist. Sn CIFIC,110.ram.ODs COaSIOATIOw fr 1K W1101,L►04111 MOOMIS ASSOC. 111 ALL 00w•Kss10w Clem KMKas,sWKO 10 K Cowtimmm1 amen or ciuca I, /mis Ksla If$,Pro ow steel t01ECIe+gulls Mar. ua' MW 1 PLr.000 s.cetwll4. 1/t- MIM 1 D•r.,LL a DAACINS.c■K.[ BC OL 10 PSF ORH 1 OF 1 51 C"Clo.r%,Its s11p AN assts 0.aftµraeccf alt. "ictO at is-A.S. M,q. Olds woos OtcftIU. •01.1...... ,1.1.9 .1 tfo.cclM.L,it Sett am C,Ltto MI f1.101N =3 Stagg NO 19.41. "1 0t INIC,its KeelaS tK,llO.. ALF g.r............a•.. g-. 04.014%0451. 1.-a- talluL swiss M[.Nta tied MIM.) BC LL 0 PSF -ENG 51 ca.cpO.q,H$swu K It4ULLts s•1K16104.1.1 as Alagt "IN r►cts. 4.4g 1144µtt1)ow go 1a1N1ow ar Lc lams. a sAl dof. a.o It..'0e..r M,CI14 41 OR 55 [601 S. Grl.l $OVlnwtft N.Y. At IOP c•Oa0 s•lltts,et W1.000wKIot/Is KMl sIKCK1,fro SmftLs K IM,000IO,Ks.)1N 9Wmt.1 101.e,cl.P uv leccllo.cetltel•• TOT.LD. PSF Y. ,fplt04[•Of•SKitt. 151 Iris Kstp CM 01.i to p..sat t•1 0911"socciftcellows,Oe M.9µ G1'.n0 Prflf'1t. ix 7501ST 14. w.fe.a,wworq wac.x Isc tsu. f.•la sett .•ec rest. Roca u•tri. tL,IC C01ettlla DDOo Iwgsxs,.o fWLlir itl.4,ells Ipe tl.Attf. 1.33 0 1..%leutf w{KM KfIP.10 toll t.t t0101.s SNOWN ON Iris Oe•.114. 151 MO Nt-eta of TIC rem.er at M OR.001,190 IN w...f. OUR.FAC. 12141 660-3240 IN"Sue1t01,.e alt%M t~_0 1.1.19 fast" , ... ....... -.........._...-._....... .......... CITY OF Af4atic &4d - 94V4& 800 SEMINOLE ROAD _-_- -- ATLANTIC BEACH,FLORIDA 32233-.W5 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTIC8 TO: Nater Department FROM: Building Deparctmient DATE: /.a -� 0 - y, T 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 Telt, l'� uilding Department CITI 1 OF L 4&a4d4C 19 -I& Office of Building Official REQUEST FOR INSPECTION Date z.;?– i� Permit No. Time0 !� A,M.r Received 3 PM. Job res,_ — U- Locality Owner's Name --Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing FootingRough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation Lintel Cl Final ❑ Sewer D Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday P.M. _ A.M. Inspection Made — �� P. inspector_— ___—_..____ Final lnspec:io upa Certificate of cc Date � 900 , 090ARTMENT OF BUIL0046 CITY OF ATLANTIC C, W PE INFORMATION LOCA'TIO INFORMATION PermiNualber ; 9f :1�Addr � � � '77 S TOE DRIVE P: 'rI it TYp ; BU 1LDING T'L' IC BEACH, FLORIDA 32233 ais -pt` Work: BI~E LACMT= ---------- PERMIT �� . . (IAL DESCRIPTION -__.. Type, WOOD FSR Lot* Block! Section: 2 p s rt IT SINGLE FAMILY wns .ip t RNG e Dwellings *" I n a SELVA L I NNS I DE intimated Vatue 11 . 5 1 AII� 1 " A"IIO - - APPLICATION PEES STATS PERMIT », Act O�Ur POINT tRISE WA.,, r IMPACT FE E S FFC r t w ase`TOBEACHr ° 84, �n � s'y RADON 'GAS T TFORMAT ON RADON CAB % Name: SH H ESTATE CAPITAL IMPROVE, 5f T�TNT .. ~I"�' "" t90 , 'Al w. F t 7 A I LLE, Pt 2 I.6 CROSS CONNE,CT I N S . 'TP SEC H IMPACT FEE C44 ONST, URC`HARG r S ! C NOTES, ' NOTICE-ALL CONCRETE FORMS ANp FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PRQt�ERTY 3WNER PAYING TWICE FOR SUIL[�ING IMPR©VEMENfiS." tBSUth ACCORDING TO AP0ROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR, r, 1 I:ATtON OF AF�PLtCABLE PR0VISIONS Of LAW, OU " 000o I 5.too I ATLANTIC BEACH BUILDING DEP TMENT Urate; 8/31/9#,01 Rept: 001753 Tertifirate of Mccupanrg (situ of Atlantic Near# — Nloriba Department of luilbtng Inspection 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 ClassificationlI- � �11 %LtiCe Bldg.Permit No. C't'()`¢ GroujY•l r-_ne Type Construction rl Fire District ` il A`i`Z` `C �` -� U._`�, m?C1i��1�.J:..:.;1< .rv'�.'a.,ri.. >'•O'Y1:�i Owner of Building i:eti$. -=°= s -u �t g Address �,ap L,! rc; s�- Building Address e LP> S1 e "r:VeLocality Eft dllt c Ber.Cil �'F, 3-233 By. DON C. FORD i Building Official Date: �• POST IN A CONSPICUOUS PLACE DEC 26 '94 15:31 CLARS-0h4 370 P01 i ~ MAP SHOWING BOUNDARY SURVEY OF LOT 49BLOCK — -- AS SHOWN ON MAP OF if—e-4 V4 , xl-azm r✓wl r .* AS RECORDED IN FLAT BOOK 47 PAGES5-A5 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO, FLA, FOR. ,t+'I. G°v ?4—V4160-1 NOTE: BEAR GS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. £GAY dd lDrVS ,N.S�E �I✓QdVN r1141S;11,603) AMD Wb'--R 72916647/0vAG GE�Q�l7C' Y€�RIYC�[ DAyCi.R!O�19 9 k z INIslob, PRI V5 C 96, ,416,V7" OF pvq Y) A/c r 45',70,11 N ,�C. F�.car9 p 85.RC1' -gip as r .o s A- 14, 7..T DEC2 01994 145 oa OW Building and Zoning Il.do� i-570)gY sMMI cp 15-leAve,s ;� to a �iNr5.4� Flao,? C�s•03) 130 Ilk a �I� ${W r , ,It F "B OtTY©F ATLANTICH ` § .�,, =sn ¢ a r ems:"" y 1 ) "IO OCAT N INFOI�TION ....W ,.�. . P Ruler» 86# 0 �~ r �+ r19NX S I33E DII1tE 1 P.xrmitTypo BU�ILII TL IC BEACH, FLORIDA 32233 l Gla � of FIt. IC fiAI► DZSCRIPTTOi .. ..�. tion• .. O+�xstr. yge» WOOD' Sec FRAME Lo Rlock» r roposo so. SIRt3,E OMILy T unship. RNG» 0 I ` Irwlir 1 ii 81LVATSbRCcdet #2 ' Estiin, ted Value: 4597$7.0,0 1 i rov:: 'Cost 00 � Total m ►u` X2588.44 +� ve ' AT I ON 'w!r.w.n "' �, NW �« #� � ,"�- ��„ APIPLIOATIOR FRES TATE PERMIT $450.00 • s c�ci're OLNT IdRIVE 8. N I�1PA 17430 µ0{,i. L rl 3221 8 E PVAIF RATION GAS-R.R. .. $6..38: NFORMA N CPA 5% 00.344 � cN . REAL sT IMPU �53a f 662 THPOIXT DRIVE so 00 x JiC ILTR, ' ►: 3221'6 CROS "CO1tECTION` 55 r 00- . lR ysP i'"✓r ' .�TES 1kt 1 NOTICE---ALL CCNCI ETE FE3A ANO FOC$IINGS MUS`'0614612`C to BEFORE POURING I PER1utf �7' SIX MONTHS AFTER OATS OF ISSUE i 1 BUILD NG MATERIAL,RUBBISHO `AND DEBRIS FROM THIS WC MUST NOT BE PLACED 1:N PUBLIC,SPACE,AND MUST„BE 'R AREO'UP AND`HAULE;D AWAY BY JOTHER CONTRACTOR OR OWNER` tRE TO COMPLYWITH`T i1ECHANIC,S' LIEN L�111/ CAM RESULT IN, H ..PRQ RT"1 , iiFtNER PAYING TWICE FOR SUIWING iNrPRG'�EMENTS.” IS8U O'ACCORDING TO APPROVED PLANS WHICH ARE PART OF.THIS PERMIT AND SUBJECT TO 'REVOCATION FOR b, APPLICABLE PRO"S161NIS Of LAW, E 1I1Lt31 _dEPARTMENT 4itOQQtI� 9�4:+Q.04a 14` Date; 7f1�� .. 41 �c�ks 006045, ` �ff t I i hay} CITY OF � ��fGiKiC l38iQtil,-�i�I if�Ki Office of Building Official 72 REQUEST FOR INSPECTION Date Permit No. Time / AV--. Received 11-1 -7 ' J dress cality Owner's 'r Name _ --Contractor �BUILt�G CONCRETE ELECTRICAL PLUMBING Itl1ECR11Wl Framing Footing = Rough Wiring oug ond. a Re Roofing Slab _ Temp Pole _ Top Out Heating Insulation _ Lintel Final - Sewer Fire Place — Pre Fab READY FOR INSPECTION A.M.l Mon. Tues Wed Thurs. Friday P.M •� A.M. ,....---- Inspection Made Inspector _ � Certi ica e o ccupaneY Date DATE:1 = _ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ----_- - ------�--------------- T�jqv{ � � 7 -- -------------------- ------ ----------`---------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SIN ELY, BUILDING INSPECTION DIVISION cc:FILE & CITY OF Office of Building Official REQUEST FOR INSPECTION Date ` ( er it No. Time -'� A. Received _� P.M. Jobs ess Locality_ Owner's A Name Contract.( BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL r Footing C_ Rough Wiring Rough Air Cond. & Re Roofing Slab - Temp Pole - Top Out Heating Insulation Lintel Final =_ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues 4Ved rs. Friday P.fv?. �z A.M. Inspection Made '`4f _ P.M. i„spectoi _ti_. <—_�_ ll-t nal Inspection Certificate of Occupancy Date CIM OF d c✓ J> 1 L s -� .. �.vr'1✓+J aoP B.••t:?'i�r}':r'� [�a� c�^—�+�T .{� ,✓ OIlice of Sui;ding Official 40 ,:7 T yY FOR, 'INSPECTION 5;7c) Permit No. — - -- /�f//////� p Loca0y Nam _-- —_-- __--Contractor _ z— r_ JI' D'PJ:z -!C EiE ELE Ttt3-Al PLUIVI1BI N!F& 4 q rco!irc Rough Wiring Roug A _ Temp Pcie Top outHeating ns�l;ano�: �nte! Fina; Sewer Fire Place Pre Fab READt FOR MSPEuION P,°:on Tues. l,Jed. Thurs. Friday----_-------__ PM. A ' AlFi Inspection c � is do Of C`ccrlpancy � fl !�kl�f0 ~ SOpiotq �`�c ��� C��✓Nfci p X022 ka ft. . CITY OF ige=04 49& _ Office of Building Official REQUEST FOR INSPECTION 7 C Date d y _ Permit No. L" � Time , �/ A.M. ReceivedJ� C P.M. Job Address Locality Owner's � JL Name _. Contractor ���d�T Z�-X. e,gDIN CONCRETE LECTRiCftL " PLUMBING CCICA Footing _ Rough Wiring y� Rough AAl,- Re Roofing _ Slab _ Temp Pole Top Out Heating Insulation Lintel Final Sewer . Fire Place Pre Fab READY FOR INSPECTION DM Mon. Tues. Wed. Thurs. FridayP A.M. Inspection Meade i ecto'-------- ----------- - --- - Fina! Inspection f \ Certificate of Occupancy Date - - - 03 d3�,S�iW 13�N 9 31N3� .95� �i ji S3W �ci W EL JCP .b co Wim z �i i „e 08-05-1993 S I Z E ANA L Y S I S Page 1 of 1 10:26:34 TRUS JOIST MacMILLAN (MAST six-51001) MARK H. ROSE (SO10D) Project Name: CENTEX HOMES - PLAN 13703 B Page Title: GARAGE DOOR HEADER ---------- TJSizing'" 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............... 133% 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 Point to End Add/Reel 1 UNIF(plf) 350 ,133% 220 IV- 0.00' 51- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 120 133% 0/ 75 51- 6.00' 01- 0.00' from Lt Repl 3 CONC(lb) 1750 133% 1110 51- 6.00' from Lt Add 16" TJI (R)/96 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) 5253 5253 < 5985 1141 RIGHT end Span 1 under 1338 stress TOTAL Load Moment(ft-lb) 24201 24201 < 26215 108% MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 48 Copyright (°) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) is a registered trademark of Trus Joist MacMillan. TJSizingTM is a trademark of Trus Joist MacMillan. 7 Y R TRUSS SPECIFICATIONS FOR CENTEX HOMES 3703 B & D MASTER CX3703BD i The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 94091716 04-05-1994 USR732 94091741 04-01-1994 USR732 94091717 04-01-1994 USR732 94091742 04-01-1994 USR732 94091718 04-01-1994 USR732 94091743 04-01-1994 USR732 94091719 04-01-1994 USR732 94091744 04-01-1994 USR732 94091720 04-01-1994 USR732 94091745 04-01-1994 USR732 94091721 04-05-1994 USR732 94091722 04-01-1994 USR732 94091723 04-01-1994 USR732 94091724 04-01-1994 USR732 94091725 04-01-1994 USR732 94091726 04-01-1994 USR732 94091727 04-01-1994 USR732 94091728 04-01-1994 USR732 94091729 04-01-1994 USR732 94091730 04-01-1994 USR732 94091731 04-01-1994 I��'�¢��F�t ; `•�+, USR732 94091732 04-01-1994 ! V •` USR732 94091733 04-01-1994 USR732 94091734 04-01-1994 USR732 94091735 04-01-1994 `tn �. S � ATE dP �I'�tt USR732 94091736 04-01-1994 !` 13 B & D MASTE USR732 94091737 04-01-1994 `- RE D E USR732 94091738 04-01-1994 n USR732 94091739 04-01-1994 APR USR732 94091740 04-01-1994 i t ion: (CX3703BD--Centex Homes InC 3703 8 G D MASTER) / T4 21'4" Common Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHO2x4 SP #2 N 3 Complete Trusses Required BC;T CHORDRD 2x6 SP ti Dense pc WEBS 2x4 SP #3 U) NAILING SCHEDULE: (iOd.,box-nails) -4 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 ROW @ 16 o.c. w UPLIFT (LB) : 1209: 11'14 80T CHORD: 1 ROW @ 6" D.C. N BRG.LOC (FT): 0.00 21.04 WEBS : 1 ROW @ 4" O.C. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. a 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (i) 1/2"-bolts MAY BE USED FOR 0 10d-box-nails ON o THE BOTTOM CHORD ONLY. 1D A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. N THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. Csxe c*) C3X8 C3X6 co 5 U') C3X8 (Ail C3XB (A1) TLU X X1 X •. 10-8-0 10-8-0 21 '4" - -� OVER 2 SUPPORTS R=6336# W=3"8 R=6253# W=3"8 PLT . TYP .- CLARY-V2 N CRTT TPT FL/1/1/1/E/-/- R v 17.2h SCALE0. - **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REWIRE EXTREME CARE TC LL 20. 0 PSF REF 8732--70858 SHALL NOT BE RESPONSIBLE FOP 1 IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 25708 BY TPI. FOR'ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 906A GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP BC DL 10. 0 PSF DRW USR732 94091720 A Olvi■io"oT AlPine A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EnOlnee.e0 N+ d—k.. I"c TRUSS AND UNLESS OTHERWISE LOCATED DN THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL D CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 37.0 1801 S. Great SOUthMeSt PW My. CONFORM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.LD. 3 7.O PSF _ Grano Prafrle, TX 75051 SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A CWT' OF THIS DUR.FAC. 1 .25 (210) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. r--iPl TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOP NOW CONSTRUCTIONSPACING 5 e e a h n v e Jot): (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T6 10' Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 447.76# REACTION AT RIGHT ENO, BGT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. to UPLIFT (LB): 350 350 BRG.LOC (FT) : 0.00 9.75 v TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REG'O FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. SPECIAL CONNECTION/HANGER FOR 484,64# REACTION AT LEFT END. ca TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. d A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. tD v fU #1 HIP,--DESIGNED TO SUPPORT 05-00-00 JACKS IN FRONT AND 03-00-00 w JACKS ON ENDS. JACKS HAVE NO WEBS. C5X5 (R) X (R) 6 (� C3 C3X5 C3X5 (V fn rr Q .� X 3-0-0 4-0-0 3-0-0 C X4 204#. 2D4# - C2X OVER 2 SUPPORTS R= 673# W=3" R=673# WS3„ PLT . TYP.- CLARY-V2 T TP F - - Rev 17.2h SCALE _ 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINEylggNINGTRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--70861 SHAH NOT BE PESPONSISLE FOR IN HANDLING. ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRAC1Nb, SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR'ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTW OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10. 0 PSF DRW USR732 94091723 Oc'tvisjon of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpin-10 Pr00P[t.. I- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL -•0 .-.0- PSF BY. --OL-D _ CONNECTORS PER DRAWINGS 130. 150 L 16OA-F. DESIGN STANDARDS- WITH PROPER:'Y ATTACHED-.P.Iv'I'9-CEILING---SEE •`, T; 1801 S. Great Southwest PkwY. CONFORM W/APPLICASLE PROVISIONS OF WDS G TPI. AN ENGINEER'S TECHNICAL UPDATE' 17/1/91)•-FOR SUGGESTED TOT-;.LD:' 37'. 0: PS f Grand PrBirle. TX 75051 SEAL.ON THIS DRAWING APPLIES TO THECOMPONENT DEPICTED HERE- GRYWALL•APPLICATION. FURNISH-A COPY OF THIS _-. - DUR-:'FAC. (2141 6r 0-3940 '" ONLY. ANO SHALL NOT BE RELIED-VPON-IN ANY.OTHER.WAY- DESIGN-7G-THE TGUSS�ERBC7ION.CGNTRAOIW.5 . e--TPI TRUSS PLATE INSTITUTE; NDS - 19911NATIONAL DESIGN"SPECIFICATION FOP WOOD CONS34UCTION [SPACING- S egi'- ab 0ve Y Job: True Truss (CX3703SD--Centex Homes Inc 3703 B G 0 MASTER) / T1 21'4- Hip Girder 7'BKS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T'OP CHORE) 2x4 SP t2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x6 SP i1 Dense c WEBS 2x4 SP #3 PROVIDDE (LBjFT CONNECTIONS AT BEARINGS AS INDICATED.UPLIFT M. BRG.LOC (FT) : 0.00 21.04 v LOAD CONTINUOUS LOADS LOAD CONC. LOADS TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ro 0 T 54.0 54.0 -1.5 22.8 0 B 248 15.B i99i STANDARD BUILDING CODE. ENCLOSED. MWFRS. 0 B 20.0 20.0 0.0 21.3 0 B 546 15.3 w 0 B 248 5.5 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 0 B 546 5.0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. tD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. " SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) . V oT C5X6X7 , `') C3X4 3X4 O 6 C' m C4X5 (Ai) 4X5(AS) LM 546#- � 548J 0'46 d7-0-0 7-4-0 7-0-0 -4- 21-4-0 21 -4- OVER 2 SUPPORTS R=1659# W-3"8 R-1659# W-3"8 Se Q 15054 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI � FL i i i E - - Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INV7 RussES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70854 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OLcA AR 1�/ MADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/05/94 FAILURE TO BUILD THE TRUSS IN CONFORNCE"ITN OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REf+ (1CLARY CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94091716 . soon Pf A1.1ne A446 9R 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY DRAM WITH PROPER �+ 6Y: DLD En9Hnrr.*a"Duct" Inc TSS AND UNLESS OT ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CROW SC LL 0.0 PSF � 1801 S. Great Southwest Pk WY. CONNECTORS PER ORAWINGS 130. 130 i 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGUEIN'6 TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (21") 560-9940 IN ONLY. ANO SHALL NOT BE RELIED upon IN ANY OTHER WAY. DES I6N TO THE TRUSS ERECTION CONTRACTOR, r1 a--TPI - TW SS PLATE INSTITUTE NDS- teat NATIONAL DESIGN SPECIFICATION FOR 19000 CONSTRUCTION SPACING 24.0" Job: QCX3703BO--Centex Homes Inc 3703 B G D MASTER) / T2 21'4" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21.04 In TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w (U A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO a 0 W v v C5X5 (R) CSX5 (R) T C2X4 C2X4 o sp v C3X4 (Ai) C3X4 (A1) X Kb C3x8 9-0-0 3-4-0_ L 9-0-0 J_Q 21 '4" _ J OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"8 PLT. TYP. - CLARY-V2 N QRTT TP - Rev 17.2h SCALE 0,2500 **IMPORTANT** CLARY OIVISIOH OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--70855 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST98 BY TPS. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QVIii£MENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW - USR732 9.4091717 A Oiv Uivn of Alvine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 O PSF BY: OLD D [nvant....I�vvucts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 1801 S. Great Southwest Pkwy. CONNECTORS PER DRAWINGS 130. 150 Q ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTAGiiED RIGID CEILING'--SEE' - "TOT.L D_ 37.0- 09F- Gr - CONFORM M/APPLICABLE PROVISIONS OF NDS 9,7PI. AN ENGINEER'S TECHNICAL UPDATE 17/1/90 FOR SUGGESTED. entl Pra3rle. TX 7505.1 SEAL ON-THIS VRAWING.APPLIES.10 THE COMPONENT DEPICTED HERE- ORYWA6L.APPLICAIION..FURNISHM:COPY-pF THIB - r - 1214) eso-a9.D - D11R`FAC '°1 2�.5: IN ON4.Y, AND SHALL NOT BE RELIED UPON IN-ANY OTHER WAY. DESIGN TD THE.TRUSS ERECTION CONTRACTOR: — --. 'N-2N3 • TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION.FOR WOOD CONSTRUCTION. » - ,P.A- N _, 2 ,P T. - - Job: (CX3703BO--Centex Homes Inc 3703 B 6 D MASTER) J T3 21'4• Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORb 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 C WEBS 2x4 SP #3 BRG.LOC 00 21.04 Ln TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w (V A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1n A O U0 V r+ C4X4 m C2X4 C2X4 07 6 p B7 C3X4 (A1) 3X4 (Al) 5XC3X4 �^ 10-8-0 __ ( _ _ 10-8-0 21 '4" OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"8 PLT , TYP.- CLARY-V2 T TPI F - - Rev 17.2h SCALE = O.P500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70856 SHALL NOT SE RESPONSIBLE FOR IN HANDLING, ERECTION AND �7 �CcA`-.VlGioh A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS BY TPI. SEE THIS DESIGN TC OL / .0 PSF DATE 041011194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBG BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091718 oN Alolnt A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Emogo a"ou-t" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD F CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE• -. - 1001 S. Great SOUthWOSt PkwY. CONFORM W/APPLICA&-E PROVISIONS OF NOS C TPI..AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FDA SUGGESTED - TOT.'1D:: 37:0- PSS'' Grana Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE - DRYWALL APPLICATION. FURNISH A COPY OF THIS - - DURrFAG.: 1 -25. (214) 660-3940 �_. IN ONLY, AND SHALL NOT BE RELIED UPON ANY.OTHER WAY, DESIGN TO'THE TRUSS ERECTION-COMIWACTOR: _ - ...• - - e--TPI • TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,.A N 24' a,M._ _ Job: (Cx3703BD--Centex Homes Inc 3703 8 G D MASTERI / T21 21'4" Common THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BGT CHORD 2x4 SP #2 N UPLIFT (LB) : 410 310 c WEBS 2x4 SP #3 BRG.LOC 00 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ca N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO 0 U3 r V r C4X4 m C2X4 C2X4 Q� 6 r;;pl lt7 C3X4 (A1) C3X4 (A1) _43 C5x5 C3X4 10-8-0 10-8-0 21 '4- _I OVER 2 SUPPORTS R=868# W=3"8 R=786# W=3"8 PLT . TYP .- CLARY-V2 N CRIT TPI Fl /l/l/i/E/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRDSBES REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--70857 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OCLARY DD DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEO BY TPI. FOR SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF ORW USR732 94091719 A Oiriefpn p! Alpine A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ^,1 Enpineerep�opucte, Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BDTTDM CHORD BC LL 0 .0 PSF BY: OL CONNECTORS PER DRAWINGS 130. 150 C 160A—F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--'SEE `kP TOT.L D. 3 7.0 PSF 1801 S. Great SOUth West Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Pralrle. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS UR.FAC. '1 .25 12141 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION-CONTRACTOR, - e--TPI TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR 4000 CONSTRUCTION. - - A N24:0' Job: True Truss (CX370380--Centex Homes Inc 3703 8 & 0 MASTER) / T5 7' Mono Hip Girder ffiES DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 1 TOP CHORD 2x4 SP f2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** X BOT CHORD 2x4 SP f2 N c WEBS 2x4 SP t3 SPECIAL CONNECTION/HANGER FOR 545.66f REACTION AT RIGHT END. Cl) M PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 14 LOAO CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB): 270 300 til CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT): 0.00 6.75 ti 0 T 54,0 54.0 -1.5 7.0 0 T 29 0, 1 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND 0 B 20.0 20.0 0.0 7.0 0 T 109 5.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ID 0 B 9 0.1 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. c 0 B 333 5.0 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. to SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD (S) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. v MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ro 109#= C5X5 c*i m i • Oe O N N.29#- T C2X4 (A1) Iml! 4'3 -333# 9# C3X3 5-0-0 VV�_L. 2-0-0 F 1-4-0 1 7-0-0 7' J OVER 2 SUPPORTS R-528# W-3"8 R-546# W-3" PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2h SCALE110�5000 **IMPORTANT** 3CLAR DIVISIONT BE OF ALPINEIBLE WARNINUIN HANDLIQUIRE EXTREME LANRE D TC LL 20.0 PSF REF 8732--70859 GLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI"i BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/05/94 FAILURE TO BUILD T14E TRUSS IN CONFORMANCE KITH OST98 BY TPI. FOR ADbITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS APE MADE OF 20SA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRW L SR732 94091721 Q A Otri•ton o/ Alpine A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER BC LL 0.0 PSF BY: OLO G 3 ¢np.n••.•a o'oaµcc•, tnc I",AND UNLESS OTMEPMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CNONO 1801 S. Great SDuthwesc Pkwy. CONNECTORS PER DRAWINGS 130, 150 C 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE TOT.LD. 37.0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S TECNNICAL UPDATE b/1/911 FOR SUGGESTED Grand Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MM DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC,. 1 .25 (214) 660-3940 IN O7LY, AHD SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •—TPI TRUSS PLATE INSTITUTE, Nos• 1991 NATIONAL BE$IW lPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 f%"" Jot): (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T11 7' Mono Hip Girder 5'6'BSB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, / TOP CHOAD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 739.38# REACTION AT RIGHT END. BOT CHORD 2x6 SP #i Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, tn UPLIFT (LB) : 262,-- 200 BRG.LOC (FT) : 0.00 6.75 -4 TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , Tv 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THIS GIRDER DESIGNED TO SUPPORT 10-00-00 SPAN HIPSET a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE, o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. OPPOSITE SIDE SUPPORTS -_-2 -00-OQ Lo V fV IU TLD s p Lo M M C3X4 (Al) T 4.3 5-6-8 1-5-8 Pg3# C3X4 1� 7• _I OVER 2 SUPPORTS R=510# W=3"S R=739# w=3" PLT . TYP.- CLARY-V2 N CRIT TPT F - Rev 17.2h SCALE-= Q.5000 **IMPORTANT** CLARY OIVISIOW OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70860 SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7. 0 PSF DATE 0 4 I O 1 19 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR-ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP BC OL 10 . 0 PSF DRW USR732 94091722 A Division of A1Di- MA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+ p Q EnD to Pro--. I••o TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL ^]0 .0 PSF BY: OLD /7. CONNECTORS PER DRAWINGS 130. 150.9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE'. TOT-.LD; 3 7:. 0 P5F< 1801 S. Great Southwest Pkwy. CONFORM N/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Gr anO Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY-OF•THIO- (2141 660-3940 DURA-FAC. 1 2 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION-CONTRACTOR:^ e--iPI TRUSS PLATE INSTITUTE. NOS- 1992 NATIONAL DESIGN SPECIFICATION FOR WO00 CONSTRUCTION IgpACING see a b o v.e JDD: (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T12 10' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT RIGHT END. BO,T CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB) : 200 200 BRG.LOC (FT) : 0.00 9.75 v SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT LEFT END. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ONLY, DO NOT USE WITH PLASTER CEILING. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1D V N d C4X4 6p m 0 C2X4 2X4 m v 5-0-0 5-0-0 3X4 C3X4 10' J OVER 2 SUPPORTS R=370# W=3" R=370# W=3" PLT . TYP.- CLARY-V2 N CRTT TPI F - - Rev 17.2h SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRuSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70862 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OLC' O ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/01/94 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OST66 BNEY TPI. FOR-ADDITIONAL SPECIAL PERMANT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091724 ivi•ion of Alq ine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 0 PSF BY: O L D Enq.neenaq P•oqucta, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHLNG, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE TOT.L D. 37 .0 PSF 180] S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED GranO 1, 1 it. TX 75051 BEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1234) 660-3940 DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �f M a--TPI ';MLP INSTITUTE. NDS 2991 NATIONAL DESIGN SPECIFICATION fOR X000 CONSTRUCTIONSPACING24.O Jab: (Cx370380--Centex Homes Inc 3703 B 6 D MASTER) / T19 12'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED By TRUSS MFR. TOP {CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 290 290 c " WEBS 2x4 SP #3 BRG.LOC 003 TRUSS DESIGNED FOR110.00MPH WIND, 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD 1. 0 U7 v N Ln C4X4 C7 LO m C4X6 (R) C2X4 (A1) '' C2X4 (A i) 4 3 a3 C4X6 (R) � 6-4-0 6-4-0— i 4 5-4-0 2-0-0 5-4-0 1 -4- 12'8" OVER 2 SUPPORTS R=544# W=3"8 R=544# W-3"8 PLT. TYP. - CLARY-V2 N CRTT TPIF - Rev 17.2h SCALE - 01,5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70863 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPS. FOR.ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUI44 ENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94091725 0c,tvision of AlpineA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Eng--a-oe�cts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: DL D CONNECTORS PER DRAWINGS 130. 150 C 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 916I0 CEILING--SEETOT.L D. 3 7 .0: -•PS 1801 S. Great SOULhM[St Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 0/1/97).FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1-.2 5 (214) 660-3940 IN OMLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s--TPI . TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPA I N -- Jo V' (CX3703BD--Centex Homes Inc 3703 B 6 D MASTER) / T20 12'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BQT CHORD 2x4 SP #2 N UPLIFT (LB): 200 290 WEBS 2x4 5P #3 BRG.LOC 003 TRUSS DESIGNED FOR110.00MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w tU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 Lo v !V C4X4 m 6 p (D m C4X6 (R) C2 r (A 1) i C2X4 (All 3 .a 3 C4X6 (R) 6-4-0 _I_ 6-4-0 1 '4" 5-4-0 T 2-0-0 T 5-4-0 12'8" OVER 2 SUPPORTS R=462# W=3"8 R=550# W-3"8 PLT . TYP.- CLARY-V2 N CRIT TP - Rev 17.2h SCALE _ .5 0 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRus3E3 REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70864 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND C`-C- .vistvPof ARY DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. DR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUUSSILD THE TRIN CONFORMANCE WITH GSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 2OGA QALY. STEEL MEETING ASTM OUIRSMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USR732 9AO91726 Alpine A446 DR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 O PSF BY: OL D End.n—d Products• Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGlo CEILING'--SEE - TOT*.LD'. 37 .0- P'SF ' 1801 S. GreeC SOUthNlSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR.S000CGT6D.:. - Grand Prairie. TX 75051 SEAL ON-THIS DRAWING APPLIES TOJHE EOMPDNENT-OERICTEO'HERE- DRYWALL APFN.1CATIOM-FURNI3H'A 111.1"THIS - 12141 660-3940 IN ONLT, ANO SHALL NOT BE FFlIEo-UPON IN AMY'GTHER WAY. DESIGN;,TO•THE TRUSS ERECuOM:CONTRACSOR— DUR•:FAC 1'•.25, "--TPI TRUSS PLATE INSi2TVTE. NDS 1991 NATIONAL DESIGN SPECIFICATION'FDA'WOOD CONB•TROCTION ss ..-P.A _ .•�Y(`:0 :___. Job. (CX37038D--Centex Homes Inc 3703 B G D MASTER) / T42 30' Special THIS DWG. PREPARED'FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.57# REACTION AT RIGHT END, BOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 550 450 zI BRG.LOC (FT) : 0.00 29.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . Iv A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 tri v n) v C5X5 (R C3X4 C5X5 C3X4 :;NC2X4 M v sp T C3X4 (A S) C2X4 C X6 C X8 C3X8 C3X6 L L 6-0-0 ,_ -- 21-4-0 -1-2-8 0 30' OVER 2 SUPPORTS R=1199# W=3"S R=1097# W=3" PLT . TYP.- CLARY-V2 R TP F - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70865 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND Otc ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPS. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM OUIFBBMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .O PSF DRW USR732 94091727 A —,a aT AID— AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O O PSF E"0�neerw Praoucca, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL BY: OLDtLr, CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. OESIGN'STANDAROS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT-.L D. 37.0 PSF 1601 S. Great SOUtRWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NO$.O-TPI. AN ENGINEER'S TECHNICAL UPDATE b/1/91) FOR SUGGESTED - GrandPrairie- TX 75051 SEAL ON THIS DRAWING APPLIES TO THE-COMRONGML.DEPICfEDtE11E= DRYWALL APPLICATION; FURNISH A COPY OF THIS - .1 C - (214) 660-3940 DUO.FAC. I x.25'• IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACIN24-:0�� Job: (Cx3703B0--Centex Homes Inc 3703 B 6 D MASTER) / T41 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS s DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END, 601 CHORD 2x4 SR #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB): 550 450 BRG.LOC (FT) : 0.00 29.75 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 to v (U m C5X5 (R) C3X4 C2X4 C R) T L C2X4 m C2X4 5X6 TTQ C3X5 (A i) 1 1 4 X4X C3X6 B-0-0 _ _ 17-4-0 _,_ 4-0-0 Q��t0 f 30 ' OVER 2 SUPPORTS R=1199# W-3"B R=1097# W=3" PLT . TYP.- CLARY-V2 N CRTT TPI F - - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUBBEB REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70866 SHALL NOT BE RESPONSIBLE FOR 3N HANDLING, ERECTION AND OLC' ivi8iom ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . O PSF DRW USR732 94091728 Oof Aloint A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpin�enta PnoOuctc, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF 6Y: O L D CONNECTORS PER DRAWINGS 130, 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 . 0 PS F 1801 S. Great SOUthwast Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL uPDATE (7/1/91) FOR SUGGESTED Grand Pralr l e' TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 (214) 560-3940 IN ONLT, AND SHALL NOT BE RELIED IF+ON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s--TPI TRUSS PLATE INSTITUTE, /�3 !99! NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTIONSPACING24.0" Jou: (CX3703B0--Centex Homes Inc 3703 8 6 D MASTER) / T40 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 1n UPLIFT (LB) : 540 450 n BRG.LOC (FT): 0.00 29.75 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . rro (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING In MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. i+ SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o LO v IU LO C5X5 (R C2X4 C5X (R) T Nj C5X6 C2'X4 4 T T v 5 F,-,- T U) s s Q Q M M C3X4 (A1) 1 C3X4 CbX5 C-374— C4X5 10-0-0 _ 13-4-0 _L_ 4-0-0 _1_2-8-0 LL ( OVER 23SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 q p F - - Rev 17.2h SCALE-= 500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70867 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIDS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTMQUIFFSMENTS. UNLESS 07HERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091729 A Otvl.fon of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L 0 O PSF BY: OLD Enpineerep Propuccs. Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGiD CEILING --SEE T.OT.LD. 7 O: PSF_ _ 1801 S. Great SoUthwe6t Pkwy. CONFORM W/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPOATE' 17/1/9TF'FOP•SUG6E97E0 Grantl Pralrle, IX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED-HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC.. 1 .25 12141 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE-TRUSS ERECTION CONTRACTOR. e--TPI - TRUSS PLATE INSTITUTE. NOS - 1991-NATIONAL DESIGN SPECIFICATION FOP WOOD.CONSTRUCTION P A N 24•0" Job: (CX3703BD--Centex Homes Inc 3703 B S D MASTER) / T39 30' Specia] THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP °CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB): 530 460 BRG.LOC (FT): 0.00 29.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry (A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C, SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO v w 0 C5X5 (R C3XA X (R) 5X6 4 fTI C3X5 TT v 6 C7 (A) M m v v v v C3X4 (Ai) 43 ��LL X4 COX6 C3X6 �^�L 12-0-0 _,_ 9-4-0 ,_ 4_-0-0 _,_ 4-8-0 �- 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT, TYP.- CLARY-V2 N CRIT TP - Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70868 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 940x91730 A Oiv 101 of A1p1ne A-46 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE DF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O .O PSF BY: 0 L D !� Enp i1e 0 P.`.0-t•, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 1501 S. Great Southwest Pk My, CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE TOT.L D. 37. 0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Gr,ntl Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC.. 1 .25 rz1�) 660-390 IN ONLY, NO ASHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--iPI TRUSS PLATE INSTITUTE. NO$ - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPAC NG 24.0" Job: (CX370360--Centex Homes Inc 3703 B 6 D MASTER) / T38 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.59# REACTION AT RIGHT END. HOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 520 470 M BRG.LOC (FT) : 0.00 29.75 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. a SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. v w C5X5 (R) 5 (R) C6X8 X6 M C3X5 (A) TT Q 6 Q Q lr7 0 C3X4 (A1) 4 3 2X4 C5X5 C3X8 C2X4 14-0-0 1 5-4-0 4-0-0 1 6-8-0 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 R TPI F Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING7RuSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70869 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AMO A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC OL 7. 0 PSF DATE 0 4/0 1/9 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE pp CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL OCALO1v1­1 10 . O PSF DRW USR732 9409!731 of Aloinc A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpiner�ra cneeuete, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON.THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD Lt' II 1801 5. Great Southwest Pkwy. CONNECTORS PER DRAWING$ 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.L D'. 37. 0 PSF CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL tPDATE (7/t/9li FOR SUGGESTED Grano Pralrle, TX 75081 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE` DRYWALL APPLICATION: FURNISH A COPY OF THIS - (214I 660-3240" OUR:FAC. 1 . 25' IN•ONLY, A14)SHALL NOT BE RELIEO�UPON IN�ANY-OTHER 4WAY. OESIGM[0"S1ff:T RUBS.ERECTION CONTflAGTOR.. - •--TPI - T PLATE INSTITUTE. NDS - 1.991 NATIONAL DESIGN SPE6fFICATION FOR WOOD CONSTRUCTION- "PA 'N -- - .24•Y01,M "' " Job: (CX37036D--Centex Homes Inc 3703 B 6 D MASTER) / T37 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP iCHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 : w9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 520 470 m BRG.LOC (FT) : 0.00 29.75 -4 RECOMMENDED CAMBER 3/6" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (a RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO d BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (n MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. v w IV C6X6 X5 (R) C5X5 X4 X6 (R) C2X4 2X4 m ) Q 6 Tco m m c C3X8 (A) 9 0 io U" C3X12 (A1) f CbX8X a 3.6 C5X6 04X4 1 16-0-0 j-4_Q_ 4-0-0 _H_ 6-0-0 -1-2-8-0 3-7-6 20-9-0 eT 5-7-8 ®) OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT . TYP .- CLARY-V2 N CRIT TPT FL/1/1/1/F/-/- Rev 17.2h SCALE 0,2500 *)(IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70870 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND oLC-Djvj.i0n4 ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACIRG. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 FAILDDURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05768 BY TPI. FOR AITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP BC DL 10 .0 PSF DRW USR732 94091732 t Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 00uct", Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 ,0 PSF BY: DL D CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 3 7 . O PSF 1801 S. Great Southwest PkwV. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED _ Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IIN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. RUC "--TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTTIDN SPACING 24.0" Job: (CX370390--Centex Homes Inc 3703 B & D MASTER) / T35 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.95# REACTION AT RIGHT ENO. BCT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. to UPLIFT (LB): 520 470 �o BRG.LOC (FT): 0.00 29.75 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WINO. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. to RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. H' v W C4X5 (R) C5X6 C5X5 C2X4 C5X5 C2X4 m (A) m m (A) v 6RX6 (A) o in C3X 12 (A 1) C3X8 6X 4 3 --- C3X5 C6X6 C3X6 16-8-0 2-8-0 6-0-0 4-8-0 �~ F 3-7-8 20-9-0 5-7-6 30' OVER 2 SUPPORTS R=1198# W=3"8 R=1097# W=3" PLT . TYP.-- CLARY-v2 DFSTGN CRTT TP - Rev 17.2h SCALE = 0,2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70871 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND 0AL.jVj5jDft ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/O1/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR-ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORSARE MADE OF 20SA GALV. STEEL MEETING ASTM QUIRENENTS. UNLESS OTHERWISE INDICATED, TOP BC DL1O . O PSF DRW USR732 94091733 f ASpi- A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E•pa•ea.eP Product•, hp TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATH7,NG, BOTTOM CHORD BC LL 0 .0 PSF BY: OLDAF CONNECTORS PER DRAWINGS 130. 150 t 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Greet Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (771!911 FOR SUGGESTED LDUR.FAC. D. .O PSF Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .25 (214) 650-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �1+--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION N 2'4.0" Job: (CX370360--Centex Homes Inc 3703 B 6 D MASTER) / T35 30' Special THIS DWG. PREPARED PROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 p RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND LO WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED, 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. to RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO i+ BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. �- V C5X5 (R) C4X5 (R) 4X8 C2X4 C5X5 m ) C4X5 m ) m CO T o C3X8 49 m m 6 (A) o LO C3X 12 (A 1) C XB C5X8 Q 3.6 C5X6 C X 02X4 � 16-8-0 _1-4-Q_ 6-0-0 6-0-0� ( 3-7-8 .T 20-9-0 5-7-8 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 N CRTT TPI F - - Rev 17. h SCALE = 0 . 500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . O PSF REF 8732--70872 SHALL NOT BE RESPONSIBLE FOP IN HAND LING, ERECTION AND �f CC, ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL / ,O PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1O .O PSF DRW USR732 94091734 Of"181" Pf Al'ins A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ! Enpsnsen..P-0-t'. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL O,k,":' 1J{ 1801 5. Great SOUtTIMeSt Pkwy. CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 P5 F CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grentl Pralr_e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (21<) 660-3940 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 .25 +--TPI TpU55 PLATE INSTITUTE. NDS - 1992 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (CX370380--Centex Homes Inc 3703 8 & 0 MASTER) / T34 30' Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB): 520 470 BRG.LOC (FT): 0.00 29.75 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WINO PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO h. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A u:) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. V w Ln C4X5 (R) C5X6 (R) C5X5 CX4 C5X5 C2X4 m - � m 00 (A) T o M - 6�TX6 (A) o r` Lo C3X12 (A1) 1. C XB CRh 4 3 a 3.6 C6X6 X C4X4 16-8-0 3-4-0 6-0-0 4-0-0 �^ 3-7-8 20-9-0 5-7-8 30' OVER 2 SUPPORTS R=1198# W=3"8 R=1097# W=3" PLT. TYP.- CLARY-V2 N CRIT TPI F - Rev 20 . 0 ]17. h SCALE = 0.2500 **IMPORTANT** GLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70873 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OAL.ill.­ A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04101194 FAILURE TO BUILD TME TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE A CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1 0. 0 PSF DRW USR732 94091735 at A1P2ne A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC. L L 0 . 0 PSF BY: OLDt E�01oeerea Pro0u t*. Inc TRUSS AND UNLESS DTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGSD CEILING -- SEE 1801 S. Great $OUthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEERS TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D. 37 . 0 PSF. _ Grana PraSr1e' TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS- - ' DUR.FAC. 1 .25 (214) 660-3940 JIN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.. e--TPI - TRUSS PLATE INSTITUTE. NDS - 3991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA NG 24 0" .10 D: (Cx37038D--Centex Homes Inc 3703 B 6 D MASTER) / T33 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.94# REACTION AT RIGHT END. BO.T CHORD 2x4 SP #2 N WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. En UPLFT BRGILOC (FST): 0.500 29.475 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. Ip RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1� BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING O A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. �- v w rn C4X4 C5X5 C2X4 (R) C5X5 m CO C2X4 TCfl m m v 66 (A) 8 in (n C3X12 (AS) C3X8 amh a 3.6 C6X6 C4 C4X4 16-8-0 _,_ 5-4-0 _,_ 6-0-0 —1-2-0-01 3-7-8 T 20-9-0 5-7-8 81I �• 30' OVER 2 SUPPORTS R=1198# W=3"8 R=1097# W=3" PLT. TYP.- CLAPY-V2 nEsiGN CRTTTP - - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRusSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70874 SHALL NOT BE RESPONSIBLE FDR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACIIIG. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL /�7 .O PSF DATE „ 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USR732 94091736 A 0irision of Alpine A446 OR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enp inee�eo-'O'et". Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD (� 180] S. Great SDULhMeSL pWMy, CONNECi0R3 PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE TOT.L D. 37.0 PSF CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grantl Pre]r_e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �1 �] (21A1 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 .2 5 +--TPI TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTION PA N 24.0'" - Job: CX370380--Centex HOMES Inc 3703 8 6 D MASTER) / T23 29'8"8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C: WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Un UPLIFT (LB) : 530 460 D BRG.LOC (FT) : 0.00 29.46 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A cn SUITABLE SUPPORT BY ERECTION CONTRACTOR, .` V LAI V C4X4 C3X4 C5X5 m 4X5 (R) X TT m m o m 6EX8 (A) v o Un C3XB (AS) C X8 6X6 C3X12 C2 4 43IV _2 Q 3.6 C5X5 16-8-0 _ _ 7-4-0 ,_ 5-6-8 i 3-7-8 26-1-0 29'88 OVER 2 SUPPORTS R=1182# W=3"8 R=1081# W=3" PLT . TYP.- CLARY-V2 CRTT TPI F1 /1/1/1/E/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70875 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AM CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTSB BY TPI. FOR.ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USR732 94091737 A,ivieion of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER Enp+neerAp p.`ppucta, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD 1&4i ci 1807 S. Great SOUthweSt Pkwy, CONNECTORS PER DRAWINGS 130. 150 C 16OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.CD. 3-7 .0. PSF _ CONFORM W/APPLICABLE PROVISIONS OF MDNE S C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR�SUGGESTEO - Gralltl Pr, ON- Ir-e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION-.tn . FURNISH'A COPY—OF THIS �]C (214) 660-31N ONLY, AND SMALL NOT 8E RELIED.UPON IN ANY OTFIFA MAY. DESIGN TO THE TRUSS ERECTION CONT PAC TOR 940 OUR::'FAC. � --: � - ---TPI TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCT] SPA IN 24:-0" Jon: =370380--Centex Homes Inc 3703 B 6 D MASTER) / T32 29'8"8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. I TOP CHOAO 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT ENO. BOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. vI UPLIFT (LB) : 530 450 BRG.LOC (FT) : 0.00 29.42 v RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO d MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A U:) SUITABLE SUPPORT BY ERECTION CONTRACTOR. V w m C4X4 C3X4 C5X5 m m C4X5 (R) CO m s8 (A) o m m Q C3X8 (A1) C3X8 6X C4X12 C64 a 3.s C5X6 16-8-0 9-4-0 3-8-8 �~ 3-7-8 26-1-0 29'8"8 -� OVER 2 SUPPORTS R=1182# W=3"8 R=1081# W=3"8 PLT . TYP.- CLARY-V2 N CRIT TP F - - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTR"SSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70876 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND ectivIgIon ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURETO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPS. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED• TOP BC DL10 •0 PSF DRW USR732 94091738 oR Aloine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 . 0 PSF BY: OLD EnpIn..—�rroouet.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 S 15OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37.0 PSF 1807 S. Greet SOUtAWCSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand PraIrlt, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 12141 660-3940 IN DNLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - ■--iPI 7RU55 PLATE INSTITUTE. NDS ._1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - PAN 24.0" Job: (CX3703BO--Centex Homes Inc 3703 8 6 D MASTER) / T26 5'7" Mono Hip Girder 4'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BGT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT) : -0.00 5.29 En : Lt Slider 2x4 SP #3: TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -i 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS, w SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOADS) ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 04-00-00 JACKS AT LEFT END. to JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. b. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o LO v w LO e C5X5 (R) TT C3X4 m I*:C6X6 (E 1) v vxz M CU CU CS J� Q X4 v 3-3-8 2-3-8 1115# R=270#-W=3"8 R=2464 W=3"8 5'7" C3 4 PLT. -TY —., CLAkY�V VER 2 T Ris„IP.T, _... FL/1/1/1/F/-/- R v 17.2h SCALE = 0,5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSEB REQUIRE EXTREME CAM Ty LL 20, PSF REF 8732--70877 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND (:CCtjvj.i0n A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR.ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 1 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 1 0 .0 PSF DRW USR732 9409/1739 at Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 PSF BY: D L D /' Enp u......P-..,t.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .SBO] S. Great SOUthweSt Pkwy, CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE LPAI . 37.0 PSF CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SIMESTE0 Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS FACE. 1 .2 5 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--iPI TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION cJ e e a b o v I Job: (CX370380--Centex Homes Inc 3703 B 6 0 MASTER) / T43 24'8" Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOJ CHORD 2x4 SP #2 N UPLIFT (L B) : 460 390 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 24.38 U) TRUSS DESIGNED FOR 110.00 MPH WINO, 15,00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .1 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w !U A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO A O to V A O C5X5 (R) C2X4 C3X5 C3 3TT T m c 6 "C3X8 v v NT —C3X8 (A 1) a 3.6 C5X6 C2X4 1 C2X4 8-0-0 16-8-0 3-7-8 9-0-8 12-0-0 24.8" OVER 2 SUPPORTS R=1002# W=3"8 R-899# W-3"8 PLT . TYP.- CLARY-V2 CRIT TPI F - Rev 17.2h SCALE - 50 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGT"ussES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70878 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND OLc .1vision ARY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GAILY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1O .O PSF DRW USR732 94091740 A o! Alpine AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpinee�w Prooucta, Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O-.O PSF BY: OL D SflOf S. Great CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIDCEILING --SEE' TOT.LD. 3 7.O: PSF CONFORM N/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE. (7/1/911 FOR SUGGESTED. Grano PrairiSOUthwest Pkwy,e, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR FAC. 1 . 25 1214} 560-3840 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - --TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24-.707', Job: (CX3703B0--Centex Homes Inc 3703 B 6 D MASTER) / T44 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHOAD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 460 380 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 N TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w tU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO a 0 LO v a T C6X6 C3X4 C2X4 C3X88 m C3X8 t v 6 m v C3X8 (A1) I C X8 m Z a 3.6 C5X5 C2X4 4X12 C2X4 � 6-0-0 _,_ 18-8-0� 3-7-8 - 9-0-8 T 12-0-0 24 -8° OVER 2 SUPPORTS R=1002# W=3"8 R=899# W=3"8 PLT . TYP.- CLARY-V2 QRTT TPT F - - Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70879 SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND fT eLc' D ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05700 BY TPI. FOA,ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIRSMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF DRW USR732 94091741 i"W of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+ EnpUneeree ProouctA, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD Atp� SB01 S. Great SOUttIwlSt Pkwy, CONNECTORS PER DRAWINGS 130, 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE'. TOT.L O. 37 .0.. PSF CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN-ENGINEEA'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED. - GranO Prairie. TX 7$091. SEAL ON THIS DRAWING'APPLIES TO THE COMPONENT OEPICTEO-HERE- DRYWA.L APPLICATION: FURMISM.A COPY OF.THIS- X2141 Bs0-3940 DUP'.:FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER.MAY, DESIGN TO THE TRUSSrERECTION CONTRACTOR:. _ .._ 4. .-. .�..- .. •'-TPI TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN,SPECIFICATjON..FOR,MOOD CONSTRUCTION. .+ PA 2.4-.0 Job: (CX3703BO--Centex Homes Inc 3703 B 6 D MASTER) / T24 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 390 C WEBS 2x4 SP #3 : W5 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24.38 0 TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND 37 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w M) (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING cD MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. b. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o LD v D' (V C5X5 (R) XT U4 4 X (R) 92X4 CU v 6 � 8 3Xclu (A) 5 00 )n v 93X8 (A 1) � g 3.6 95X6 X 93X5 � I 10-0-0 _J_ 13-4-0 ::47Q ^►T� 3-7-8 9-0-8 12-0-0 B1 - 24.8° OVER 2 SUPPORTS R=1002# W=3"8 R=899# W=3"8 PLT. TYP.- CLARY-V2 T TP F - Rev 17.2h SCALE = 00 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70880 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OC,LARY DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BV TPI. FORADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUI96MENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USR732 94091742 Ofvf■ian or Alpine A446 OR.6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF BY: OLD NL.!" L� K Enp in■■r�o Q`ppocb, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 3 CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS- WITH PROPERLY ATTACHED RIGfD CEILING --SEE ' 1901 S. Great Southwest Pkwy. cow W�,AppLICASL.E PROVISIONS'OF-NDS.0 TPI. AN�EN6TNEEA+8 7ECHNICAL...UPDATE 17/fi913+10R^81XIGE54E0 SEAL ON . _ TOT.LD. 37 .0- PSFL- Grand Prairie. Tx 75053 THIS DRAWING APPLIES-TO THE COWPONENT.DEPICTEO HERE' DRYWALL APPLICATION, FUPWW A-I:OP.V OF 1DUA.r aC 1 . 25= NI8 _ 12141 E;60-3940 IN ONLY. AND SHALL NOT.BE RELIED UPON IN ANY-p1TEAWAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR, ­TPI - TRUSS PLATE INSTITUTE, NDS 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION - PA 24,:0'r . Joo:'(CX370360--Centex Homes Inc 3703 B 6 0 MASTER) / T25 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BO.T CHORD 2x4 SP #2 N UPLIFT (LB): 440 400 WEBS 2x4 SP #3 : W6 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24.38 En TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. w nJ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ca a 0 LD V . d w C5X C2X4 C3X4 C5X5 (R) C4X5 C2X4 (V v 6 D W6 N LO C3X8 m v C3X8 (A 1) � C4X8 a 3.6 C5X5 4 C2X4 12-0-0 _� 9-4-0 _�_ 3-4-0 j 3-7-8 T 9-0-8 12-0-0 24'8" OVER 2 SUPPORTS R=1002# W=3"8 R=899# W=3"8 PLT. TYP.- CLARY-V2 N CRTT TPI F - Rev 17.2h SCALE = 0.2500 **IMPORTANT** GLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70881 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIpEMENTS. UNLESS OTHERWISE INDICATED. TDP BC DL 10 .0 PSF DRW USR732 94091743 A Oirision of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enptneerea Pnpauet., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: OL D J- 180] $, Grlat SOUtI1Ml6t Pk My. CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PSF CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED GrdnD Pralrla' TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS (214) 660-3940 DUR.FAC. 1 . 25 IN OMLY, ANY SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--7PI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING24.0" Job: (CX3703B0--Centex Homes Inc 3703 8 6 0 MASTER) / T45 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 340 400 C i WEBS 2x4 SP #3 : W4 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24.37 u TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w IU (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING co MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. a SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o to d D C5X5 (R) C5X (R) C2X4 C4X8 C4X5 1� 6 p (A) c r� m C2X4 m v C3X8 (A 1) raw 1 —1- 3xb C3XB 14-0-0 5-4-0 5-4-0 3-7-8 9-0-8 12-0-0 C C5X8 2X4 �- - 24'8" OVER 2 SUPPORTS R=918# W=3"8 R=901# W=3"B PLT. TYP.- CLARY-V2 N CRIT TP - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EX RENE CARE TC LL 20 . 0 PSF REF 8732--70882 SMALL NOT BE RESPONSIBLE FOR - IN HANDLING. ERECTION AND CCL.—ion ARY DEVIATION FROM THIS DESIGNDRTHESE SPECIFICATIONS. OR ANY BRACIPjG. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM QUIR�MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091744 cI Alpine A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Engine erea Products. Inc TRUSS AMC) UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: O L D kLF 1901 S. Great Southwe7lt Pkwy, CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PSF CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grano Pre1r1l, Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 1254) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �7 •--TPI TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION P 'N 24.0 w' Job: (CX370360--Centex Homes Inc 3703 8 6 D MASTER) / TAB 21'0"B Special THIS DWG. PREPARED 'FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR, TOP'CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 320 G WEBS 2x4 SP #3 BRG.LTTRUSSODESIGNED FOR0110.007MPH WIND. 15.00 FT ABOVE GROUND 1) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING SD MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A b SUITABLE SUPPORT BY ERECTION CONTRACTOR. o r V b U1 C5X5 G5X5 (R) C3X4 m 5 �C2X4 ) C2X4 v T in C3X5 1'1'15 CbX5 C3x8 I_ 12-4-8 _J::4=0_ 7-4-0 C2X4 C3X4 �- 21'0"B OVER 2 SUPPORTS R=773# W=3"8 R=773# W=3"B PLT . TYP.- CLARY-V2 N CRIT TPI FL/1/1/1/E/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRusB REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70883 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND OLc'.ViSiOn ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-SS BY TPI. SEE THIS DESIGN TC OL / •O PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORSARE MADE OF 206A GALV. STEEL MEETING ASTM QUI�MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091745 of A10int A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EnOi......aeauIt.. I" TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL _ _ 0 .0 PSF BY. O L DAI-r r CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING--SEE 1801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF MDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (1/1/911 FOR SUGGESTED TOT-.L O. �7 O PSF Grana PraIrla- TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR,FAC, 1 . 2 5 1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. *--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION FPACING 24.0" m � _ DETENTION & MAINTENANCE U A ACCESS EASEMENT s iv ^? JtC! A A 1 M ,OO,SV SOU .00'05 ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26' A.B.M. ADDRESS: LINKSIDE DRIVE GRADE TYPE: A COMMUNITY: SELVA LINKSIDE SOD: 2795 Sq.Ft, LOT: 82 UNIT 2 7 PALLETS entex Homes DWG.: 8 2 S L_2 . d w g FENCE: 86 DATE: 08 f 08/94 FLATWK: 1022 NORTH FLORIDA DIVISION DRAWN BY: R.A.M. FNDTN. TYPE: STEM SCALE: 1" = 20.00' 0 C. \ASGS\PL4LAN\SL\82SL2 Man Aug 8 16'. 50: 01 1994 OCG WWW WWM V VV MOM 000 ?A P WWW NNN I I I 1 1 1 I I I I I I I I I I I I f i l 1 1 1 I I I I I I I I I Wim — W � � L4r — (A� — W - - -A�.NA -Plt.N-aO -P-tN �(D -N4h�Oct{aN -rat V �NO%-ANAUs�NA?AN�WA_N -NAN --tAN� II II II II II IIv 11 I1V 11- 11 IIv 11 IIV II II 11 IIV 11 11 IIV I1V 11 If II 11 11 IIV it IIv 11V IIV IIV 11- 11 IIy IIV 11V 11 11 11 11 II IIy I1� IIV 11 IIV ZOZOZDcD000OOJbObO0 4VVVVGI0) OQn ;7) 666 (J 6V '� * ? �PWWWWWNNNNN —. -- L� :� :. 0000 4Ln (,-1 0 -J0L4W ,40 " 0WM .0- "000 � NOV(.nWWO 40W --� cDV0r-j0Wrn ?NOOorn � N . .. .. . . . . . . . . .. . .. .. . . . .. .. ... . . . .. . . .. . .. .. .. .. .. . 3n12�4 LOIS'Affl alvi� .aZ w N w ... 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Section #_ - 71GUClANBnI'LE�'A1tU _ot l-- -------- �--- P.0.BOX 25 ATLANTICBEACH.FLntrDA 22231 iubdivis ion s �C , � ���� TFLFPIiONE(9;!11 249 2_9: itrvet flaw WORK Is Addreae�_ If in a FLOOD HAZARD • �✓°at ?�" 'food Zones___ ........area complete page 9 Class oz (New/Remodel/Addition)- ______ :OIiING INFORMATION Type of • Construction'_ :oning Proposed siatrict'___�k _Use'__.____________--___ Estimated Value :xceptions or ariancea ----------------------- Solid or (.,� ------------------------------------------ Filled _ --- -�X------ Grounds_ _Root: OWNER INFORMATION kethod of Heating: Property Owner'_O e'1 e'lC__S_T� -------- Phonal Hailing C -�---- _L-------------------- CONTRACTOR INFORMATION Contractor t e-''� L�-- e�-1_ �,. ------------- Phones Mailing (( __ Addrefa'_ 1P �-_S p�1:'1---------- --------------------- -----Y=---------------------- Zip t�a a 1 �------ ENpiration License Number a _------- Dates ------------ -------------- I NCRtRI( CCXTItrT THAT I NATO READ AND CXAMINCD THIS APPLICATION AND XNOY THC SARC TO CC TAvE AND CORRtCT. ALL PROVIS'ONS OF THE LAMB AND OROIMAMCCS OOYERNIMO THIS TTPC Or MOMP. VILL rC yI CONPLICD WITH* MHCTHCR SPECIFIED HEREIN OR NOT. THE GRANTING Or A PCRNIT DOCS NOT PPE='J-C T-1 GIVE AUTHORITV TO VIOLATS OR CANCEL THC ►ROVIS'ONS Or ANY rCOtRAL. STATC OR LOCAL E,:L::- f� RtOUt ATIOM3, ORDINAMCCS� OR LAV! I NANNEII, iNCLiJOIMO TUC OOY[RNtMO OR CONSTRUCTION OR PCRFORMANCC Or CONSTRUCTION O/ TN CT. UNDCRSTANO THAT THC ISSUAMCC Or THIS PERMIT t: ='v ff� CONTINGENT UPON TNS AROVi I TION RVIRG T AND CONRCCT AND THAT TUC PLANS AND SUPPORIIMG !a�• . 4 DATA MAVC REEK OR SMALL MC FROV DCD AS ,E R'O. Owner SignatuYIs -.------- --- - - ------------Date------------ 4 t Contractor Signature---- ----- --- -----------Date----------- - Ft.00DPL AZN DEVELOPMENT INFORMATION Type of Developments__��----------------------------------- Flood Required Lowest Floor Elevation:_ IS building is located within a flood hazard zona, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bas& flood elevation established for that zone. No final inspection Will be Made and no certifioate of occupancy vill be issued until the survey is on fila with the Building Department. COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is caatinIgent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. Z agree to comply vith all applicable provisions of Ordinance DNo. 23-7-11 and all other laws or ordinances affecting the proposed development. Date____.-.--_--__.__Applicant's Signature.......................... ----------------------------------------------------- Department Use Rwquired Lovest Floor Elevation r___________ Aqg Built Lowest Floor Elevation Survey Filed vith Building Department ----------- --------------------------- - Building Department Rvpr�aaentative ' page 3 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET 7-7 Address Date '7 �1 / Heated Square Footage 13 `�� @ $ 3`J.00 per sq ft = $ Jt d, L/ / b Garage/Shed �D �_@ S 00 per sq ft. = $ 6 � 96 3 Carport/Porch �- @ per sq ft = $ /08 Deck @ $ per sq ft = $ Patio � c) @ $ �® per sq ft = $ 320 . TOTAL VALUATION: $d a 7 9 7 59) 792 $ 0-G(n Pv Totem}, '7aly4tion 1st $ ) ®oma $ 4 Remaining Value �ff per thousand of. portion thereof TOTAL BUILDING FEE $ 000 , + 1/2 Filing Fee $ /JV (C)) Fireplaces @ $15 . 00 $ - O - BUILDING PERMIT FEE $ q WATER IMPACT FEE $ //,30 , D SEWER IMPACT FEE $ Sb.r7 o WATER METER/TAP $ 3;)L CAPITAL IMPROVEMENT $ �O - SEWER TAP S _ RADON (HRS) . 0050 $ 38 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ - 0 CROSS CONNECTION $ --35,00— (13q�Lp SURCHARGE .0050B - OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: ?ROPERTYCITY OF .OESCRIPTIOK rz �Z_ 1*1(aKa;:: geaa - �Eetcda .ot r Block Section • l � ,r 716 OCEAN BOULEVARD NMC BEACH.FLORIDA 32211 'aubdivissions_. _e '� lr t N r S + �9 TELEPHONEff+Op202,J95 ;trees Name / L/ Building and Z001111 sr Address%— ��_N__�S �e (�. DESCRIPTIO' OF WORK It in • FLOOD HAZARD •lood Zones_ x ,__,•ares complete page 3. Brief Descrlptlons!Akn \#- taw- S Clmms of Works ,I (New/Remodel/Addition)-_ :OHING INFORMATION Type of (�C g Constructionsy�'p_L _!1G :oning Proposed _Y Estimated Vilue g_—_- -___ :xceptions or Materialms M O O�, AM C vD ariances Granteds_ Solid or ------------------- Filled c t Ground s�'aoNRoot s OWNER INFORMATION �j Method of Hastings:s avL°-C.•- �- Property OwnersJYC_�M��. �- $�Sli��`•C,.. Phones Z� ------------ _.! -- Mailing CONTRACTOR INFORMATION Contractor sQz�nv �_ � S_C+r_poc_ e--- _ _____ Phone sHailing '9) - q b_ Address 1 l - - Zips_ r b Expiration LicenseNumbers-_ ----------- Date:--------____-- I HERCaX CCRTIPY THAT 2 NAR READ AND CXANINCO TNIB APPLICATIOM AND KNOW TMC SAME TO R[ T. ANO CORRtCT. ALL PROVISIONS Of TN$ LAWS AND ORDINANCES GOVERNING THIS TYPE of WORK vILI •[ EC COMPLICO WITH. WHETHER SPIrIEO HEREIN OR NOT. THU GRANTING OF A PCNNIT DOES MOT PRC5UME TO r GIVE AUTNONITY' TO VIOLATE OR CAN THC PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULE:,. �, .�' .♦ REOULATIONS. ORDINANCES. OR LAWS AN MANNER, INCLUDINO TNC GOVERMINO OF CONSTRUCTION OR THE PCRFORNANCC OP CONSTRUCTION OF T PROA CT. I UNDERSTAND THAT TNC ISSUANCC OF THIS PERMIT 15 COMTIMO[NT UPON TN! ANOVE IN!<'OR ATION & IMO Ut AND CORIICCT AND THAT TUC /LAMS AND SU►tORTIRC r}.• . DATA HAVE &CCN OR SHALL- 11C PRO IOED AN COU R �A .14 �{ Ovner Signature -_- _-- _-_ _----Date 2 r F ------------ Contractor Si nature -- --------- --Date--(" 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. Z BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) /Z WATER CLOSET WATER CLOSET, TANK OPERATED (4) 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) I COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) ,DISHWASHER (2) 2-- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ,2 @ $20.00 EACH $ �3 V 0 a JOB INFORMATION FLOODPLAIN DEViC.OPMENT ZNFORMATZOM A Type of Developmeatg PQ 17. Flood Zone: � _-"N^------ Required Lowest Floor Elevations O If building is located within a flood hazard zone, a survey rust be wade AFTER THE GLAD WAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATXOU is equal to or above the base flood elevation established for tbst zone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on mile with the Building Department, COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is contInV*nt upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11an all other laws or ordinances affecting the proposed develop t. Date(- 1-% �'r__Applicant*: Signature_______ i ------- ---------------------------------------------------- Department Use Riquired Lowest Floor Elevation _,,,____—_____ Aq Built Lowest Floor Elevation _ Survey Filed with Building Department ___________ Building Department^Representative page 3 A t ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear ( -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10 .0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. q-7- r Builder Address: lV-J �e 9 Signature: Date: City/Zip cel_ t��s':c C � - ��y 3-�, Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 67 Selva Linksid BUILDER: Centex AND ADDRESS: 1419 Linkside Drive PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 3 OWNER: Centex PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6 . 1 .00 7. Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6 .80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.05 a. Total As-Built points 19a. 26078 .03 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: � compliance in accordance with Section DATE: - -271k 553.908 F.S. If I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: wa/� BUILDING OFFICIAL: DATE: Cp-'-Z. DATE: 4 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 67 Selva Linksid BUILDER: Centex AND ADDRESS: 1419 Linkside Drive PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 3 _� OWNER: Centex PERMIT NO. JURISDICTION NO.261 00 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138 .90sgft b. Tint, film or solar screen 8b. O. Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.05 a. Total As-Built points 19a. 26078.03 b. Total Base points 19b. 26597 . 96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: - 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- Ductwork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. 1. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS BASE ___ __- AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80.40 65 .8 5290 . 3 DBL CLR N 15.0 38.3 .93 536.2 DBL CLR N 42 .0 38 .3 .93 1501.4 DBL CLR N 11 .7 38. 3 . 93 418.2 DBL CLR N 11.7 38.3 .93 418.2 E 9. 00 65 .8 592 .2 DBL CLR E 9.0 79 .7 .94 676.7 S 28.50 65.8 1875.3 DBL CLR S 24 .0 66.2 .90 1428.2 DBL CLR S 4 .5 66.2 .90 267 .8 W 21.00 65 .8 1381.8 DBL CLR W 15.0 79 .7 .94 1127 .8 DBL CLR W 6. 0 79. 7 . 94 451. 1 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 344 .00 138.90 1.451 9, 139.62 13,265.28 6,825.47 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 .9 849 .6 Ext Wood Frame 11.0 944 .0 1 .70 1604 .8 Adj 149.0 . 7 104 .3 Adj Wood Frame 11 .0 149 .0 .70 104 .3 DOORS---------------- Ext 21.0 6. 1 128 . 1 Ext Insulated 21. 0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18 . 8 2 .40 45. 1 CEILINGS------------- UA 1344 .0 .6 806.4 Under Attic 30.0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade . 0 147 .0 -41.20 -6056 .4 INFILTRATION--------- 1344 .0 8.0 10752 . 0 Practice #2 1344 .0 8.00 10752 .0 TOTAL SUMMER POINTS 20,511.80 14, 167 .79 ------------------------ TOTAL x SYSTEM - COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT - COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511.80 .37 7,589.37 1 14, 167 .79 1 . 00 1 . 100 .340 .860 4,556.93 ******************************************************************************* WINTER CALCULATIONS BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 80.40 -10.6 -852 .2 DBL CLR N 15 . 0 7 . 3 1. 10 120.3 DBL CLR N 42 .0 7 . 3 1. 10 336.9 DBL CLR N 11 . 7 7 . 3 1 . 10 93.9 DBL CLR N 11.7 7 . 3 1 . 10 93.9 E 9 .00 -10 . 6 -95.4 DBL CLR E 9. 0 -9.2 .83 -68.9 S 28 .50 -10 . 6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -651.3 DBL CLR S 4 .5 -28.4 .96 -122 . 1 W 21.00 -10 . 6 -222 .6 DBL CLR W 15.0 -9.2 .83 -114 .8 DBL CLR W 6.0 -9.2 .83 -45.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,344 .00 138.90 1.451 -1,472 .34 -2, 136 .96 -358. 16 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 . 0 2 .2 2076.8 Ext Wood Frame 11.0 944 .0 3.70 3492 .8 Adj 149. 0 3 . 6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4 DOORS---------------- Ext 21.0 12 . 3 258. 3 Ext Insulated 21 .0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18 . 8 11.50 216.2 CEILINGS------------- UA 1344 . 0 1 .2 1612 .8 Under Attic 30. 0 1344 .0 1 .20 1612 .8 FLOORS--------------- Slb 147 .0 8.9 1308. 3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 .0 7 .4 9945 . 6 Practice #2 1344 .0 7 .40 9945.6 TOTAL WINTER WINTER POINTS 13, 817 .44 18,385.64 -------------- TOTAL x SYSTEM = HEATING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817 .44 .55 7,599 .59 1 18, 385.64 1. 00 1. 100 .500 1. 000 10, 112 . 10 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .88 1.000 3803. 0 1 . 00 11,409.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589.4 7599 .6 11409.0 26,597 .96 4556.9 10112 . 1 11409.0 26,078.03 ***************** * EPI = 98 .05 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :Lot 67 Selva Linkside 2 ADDRESS : 1419 Linkside Dr CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62.3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 20515 . 78 STRUCTURE SENSIBLE 9713. 939 MECH.VENT- 100 Cfm 2090. 00 SENS. + MECH.VENT : 11803.94 TEMP.SWING @ 3 DEG. : 1 .00 OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1025.79 DUCT GAIN 1480. 39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 16284 .33 TOTAL LATENT 7747.50 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3256.87 ACTUAL + 20% OVERSIZE: 25849.88 ISENS. + 20% OVERSIZE: 19541.20 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- a * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435 . 00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9.00 261.00 414 .00 South Double Clr Drapes/Blinds 1 24 . 00 696.00 600.00 North Double Clr Drapes/Blinds 1 15. 00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218. 00 672 .00 North Double Clr Drapes/Blinds 1 11 .70 339. 30 187 .20 North Double Clr Drapes/Blinds 1 11.70 339.30 187 .20 South Double Clr Drapes/Blinds 1 4 .50 130.50 112 .50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66 Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138 .90 8111.76 4453.99 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 944 .00 3398 .40 2360.00 Wood Stud - Adj . 11 149 .00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093.00 3934 .80 2613.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21. 00 371 .70 109.20 Solid Core/Wood - Adj . 0 18. 80 417 . 36 78.96 Infiltration :Winter Htm( 29.4 ) x 39. 80 1170 . 12 Infiltration :Summer Htm( 7 .74 ) x 39.80 308.05 --------- --------- --------- SUBTOTALS: 39 .80 1959. 18 496.21 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1344 .00 1747 .20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515 . 78 14803.94 ------------------------------------------------------------------------------- 0 A 1/4!'=.02' 1/2"=.04' a.a 3/4!'=.06' 1"=.08' 1-1/4'=.10' 1 -1/2"=.12' o 1-3/4!'=.14' v 20' ESMT 2"=.16' 2-1/4"=.18' 2-3/4"=.22' 3"=.25' v t 3-1/4"-.27' 3-1/2"=.29' 3-3/4"=.31' 43=.33' ��; A/C 4-1/4!'=.35' C PAD 4-1/2"=.37' r 16 PAT o `� 4-3/4!'=.39' 9.00 5"=.41' 5-1/4!'=.43' 5-1/2"=.45' �, 37 0 3 5-3/4"=.47' ^ MIN F• EL. 6"=.50' 6-1/4!'=.52' 2ro" A- -M- 6-1/2" M6-1/2"=.54' 6-3/4!'=.56' 37.00 7"=.58' 7-1/4!'=.60' 7-1/2"=.62' CJf rn 7-3/4"=.64' 8"=.66' 8-1/4!'=.68' 8-1/2"=.70' 83/4"=.72' 2a.o7 - 9"=.75' 9-1 4!'=.77' s, 9-1/2"=.79' 9-3/4"=.81' 10 11 0"=.83 7.5' J.E.A. es ut - CFi_ 10 1/4"=.85' 74.09' 1 10-1/2"=.87' 8,140, 10-3/4"=.89' 11"=.91' ??' 1 1 -1/4"=.93' APRON 11 --1/2"=.95 LI 1 1 -3 4"=.97' NKSIDE D)�IVE zz ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) ADDRESS: LINKSIDE DRIVE GRADE TYPE: A COMMUNITY:S E LVA LINKSIDE SOD: 4473 Sq.Ft. LOT: 67 UNIT 1 12 PALLETS DWG.: Homes DWG.: 6 7 S L 1 . DWG FENCE: 48 IL DATE: 04/19/94 FLATWK: 1 169 NORTH FLORIDA DIVISION DRAWN BY:A.J.B. FNDTN. TYPE: MONO SCALE: 1" = 20.00' TRUE.TRUSS., INC. . 104.1.1 Alta Orive Jacksonville., Florida 32226. TRUE .5weR. (904) 7 57 FAX t9D4) 77-?336 April 2, 1993 To: Builder, Truss Erector; and Building Inspector: The attached sheets provide Engineer' Sealed Specification's for.: 1. ) A typical Garage Door Header where the Trusses bearing on it'are `Gable `Trusses 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3. ) "Hat" . detai+l. where due to height .the Trusses are ,to be Capped. This Design meets 'Wind speed Requirements up to 110 mph. 4 . ) "L" or "T"Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the. Trusses being installed on a specific job. If in doubt as to the Application of these Specification's, contact True Truss, Inc. at (904) 757-7500. APPROVED MY OF ATLANTIC BEACH BUILDING OFFICE jUt 0 7 04 w C, — GUALITY TRUSSES AT AFFORDABLE PRICES — TRUSS ..SPECIFICATIONS FOR Master The.humbers listed.bel'ow.are a ilst 1pf truss specifications for the project named above. These specifications are ' attached�herewlth and have,been prepared .under the responsible charge of the Professional Engineer whose seal Is affix'.ed,o:n this Index sheet In accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulatlon Chapter 21H-23. 1.13190 1 0 1 of,.2 10464191-92 131902 o 2101.6/1292 77 . <r raIP. q Ik f% t' • It Lt048CM SNxly &E Or THE SPECIFIED rINIRW OAAOtS. � W.CWNECIOR aLATFS,f14LL fE 111STALLIO Srw4TAICALLY CH 91 THIS-DESI WI-1S�pvL ICaOIE 10 SNOaIEp SPY1 11Vi5E5 OF t9) !� 1u01talE5 LaT[llx OpKU+6 rCr6E4 fps .lw.l ' VEttf f. uD,rA#INRRI rD1i1tAE COnE++T; 011 SUCH TNAt INC JOINT, 10t MIICAL LOA011N0 AIG COHFIGURAT10H. 141 1NSIALLATION AN0 ERCCIJO+OF INE IouSS. PCRwAH4Nt, A+C ,IS OF STRESS YxuES.'AlL VALUES USED 6) 101 4rr0 5111.109111 Am NGT PCCO49NDED 10 OCCVP 101 IME TCI dqM SMALL OE LATIP&LL• MACED EITHER 6. 3/0' TE.POHAR,SPAC1N6 LIOJLO YL otod 1N ACCOAO.149 •1/N TOR Ocs1W1 A1tt $#SEP ON 1,4!LAIEST EI4{11OR,OI TK NA, OtFACILY ASOK A 90TTOH 0$&V faLICE, MIN.) f1EAINING OR DRAC114 MENDERS fPALCO At 3'-0' O.C. CUPAEHt 11I MAC114 V4 IPI'VION KOLICAIIN(S. 116,41. OCSIGM STANDARDS►t/KIfHEO&Y IME NATIONAL 71 V�V00%APIPPOVAL,*KM fait'UDC.3342. /M+I ICO 2014. $$CC. MAX.). 101 TNIf DESIGN CO/OW 10 CtNKNT 1►I DESIGN SPCCIFICA- FORCSt.POOO,LICIS ASWAtlON. riot. @=AYEEE K-R0 '. 111 164 007100 CHORD SMALL K LATERALLY VUCEO Eih[R By TIONS FM METAL RATE CU.,1090 +R+oO IRUSSES AHD _21 THIS'DES1WA�IS O46E0 ON CLOT COaECT,M RAIIS WILY. 01 THIS Ia1KS.NIS KIM PESIWKO FDR THE 1DA0114 SHOWN 1/2'MIN.) DUV04LL M&RACING MEMBERS S&ACEO AT So'-0• OULt IlY STMOAAOS FOR TAUSSES. 31 to,-,(CJoe PSAttS SIVS,AR( &ASEO ON AXIAL.FORCff.MiV.. ON.THIS'ORANIN6. 3NSTALLAII01)'AID pfE,SHALL C04FOAM 0.0MAF.I. 161 ID WEH6CA OF IME TRUSS HAY &E CVT OR NOOIFI[0 IN Aur W 41 C ►+EC 10R DECO.KATE SUH ARE GIVEN 90 DEAXIS SV&DEO.. -41 TN.tHif KS10N• � - 12) W IHOI,CAIES&EA4100 LOCATION. AXIS IvtR &] MORIE7.. rOdd.'Neb C:engtn Max Imum deflection occurred at bottom joint #5. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR. Plateturned„ O. deg. Meximum Live'. Load Deflection of .19•. Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. P-?Typ.fcaL'Pan el Max lmum.Tota.l Load Deflection of .261 Index-,307, (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO, Total Quantity of trusses - i i Ito PLF I In In In In to ISI In In 14 + to R) In M rn v m X En M EM v r) R=f0i6 _as' R-1016 .13,51 (3.51 16-11;12 TP-29:5 10 LF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left...td. Right) OP -1275 2950 -3850 -4033: -3489 22209 0 '_ EBS L -)009 1529 --1322 - 820 -780 . .371 --333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560` 4110 .3926 3023 .1359 CLARY. A DlYlfloti of PLATE TYPE: 'O,C. ,SPACINB LOADING (PSF) TC LUMBER 2-4x2 #2 DS SP DESCRIPTION 16'11-3/4' GARAGE HEADER WS. � ALPINE ENGINEERE0 PRODUCTS Inc V-.2000.' 40 2-�-0 .. 10 1-4X2 #2 OS SP ENO. FOR: E B F IB01 5. GREAT SOUTIiWEST PKWY, 5.0 LL TG BC LUMBER r� • GRANO PRAIRIE. Tz-.75051 OL TC 0.. TRUE TRUSS INC. 50MCE Program (2141.660=3940 LL WEBS WEBS 4x2 #3 SP MEMBER TRLISS PLATE. INSTITUTE 568' Ei 3$x TOTAL GYF'C DT AC -AY RF IIf1TGn PROJECT: MASTER - °47'06 OCT 1992 ScIL-h i;Lw-6I• SNAL1,.b[ 60, IHC Spint IED U161KN OMADEI. 61 CO1RIECIOR PLAITS SMALL St 1141ALLCO S'riaE1RICALLY p/ S) tHIS DESIW4 IS AaKIC46tt TD SHORtER Sp/At i+tasfs or SPECICS--04I MAXIMUM-MOIStLi1K C01n1MI,"DR.SUCM THAI � - 1+R�.ASNY.. ` � 10111TICAL 1,040106 At*141010IAATICOC 141 11151— iX T4' "IW+EO,ALI.0MAaLt SIACSS YALUES. ALL VALms,,VLED .At 160,*4-4 sLlCE1 ARK:NOt Mto wmv To OCCUR 101 THI TW t/MP0 SHALL AE 114UPALL.&RACED EITHEA SY 3/6' Tf M'ORARr WPA01r. t0A 0ISi6H ARL SAMA ON THE LATEST C01410M OF IM1,0W 6IKCRY ASUYC A SOTTOM 6+0M0 WtC1. WIM.1 S1ICATHI441i OR&RAC114 14M00014 SPACCO Al 2'•0` O.C. t%#Wftt SII NAAC114 MID 1-- IZONAL OCStOM STANDARDS K*03nCD tiY ttg MAItptAL. 71'1011W APOSOVAL P6AISM V6C 1341, hul TCS 7014, SACC WA7.i. - ILM In[S 01S10N CON1W+,d TO[WENT In 1w., r OMEST'Oft= s 11WIAIIDN, 7111. SOCA FILO it-In", ITT Tit /011tW1 CHM SHALL DE LAIESALLY SRACEO EIA4R 41 tt*d too METAL PLATE COFOXCICO M00D EWUSSES A- 71 1MIS DESIG+1 15 AASC0,64 CLARY COWKCIOR.RATE3 ftv. III IVIS 111MUU RAS"SECM D1SI4 11 FIXE TME LOAOtH6 SHOWN 1/1'14100,1 DRYWALL OR 114AC114 MCk"AS SPACED At iA'-0' OuAtTY STA,OAROS FON I""$, •31 Uy11ECIOA PLAUS$IZES ARE USEO ON AXIAL 0RtE1'O14Y. 014•1/111 09"111, 01S1ALLATIOM;MID VSE SHALL CC1FDAM O.0 IMAX.I• 161 ,A MEWER OF INC TRUSS MAY SE CUT OA MOO1911O IN u1Y kA1. 41.t01t1t9ToA ML,AIE SIXCS►141 61VCU/0 016; AXIS*V..4 CEO,', W"THIS KSIDM:. _ 171 esy 11OJCATCS 6EARiNO LOCATION, - AYIS IYEP. SY taA1I r•. . DT+ �Odd,Neb Lengt►i Maximum deflection oCctirred•6'.72` from the left end of bottom panel !4. -CONFIGURATION 6 LOADING SPECIFIED 8Y FABRICATOR, Plate turned 90 deg, Maximum Live Load Deflection of .234% Index-.414. (L/8711 -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel` Maximum Total toad Deflection of .322'. Index-.379, (4/633) -HORIZ, STRONGBACKS PER PCT-e0 SECTION 880 REO. Total quantity of trusses - 1 E 75 PLP 01 Ln" to In Int to fi to fi in w fi to X X X X X x x X X X X X X I� W iV Ft! tV tl) N in ftf to N to N tD rnr• to to n a1 1n a In 1n to to to In RA 1568 to- uy R=1568 (3.5) • 16-1.�=�2 TP-31 PL HIS""TfiU5S"ANALYZM WITH PPSA3 ORCES (L8ft 0`.Rigbt) ) OP =2.280.:•2280 -5182 -5182 -6617 -6617,, -6617 -6617 -5182 -5182 -2280 -2280 E8S 1533 2653 -249 -1975. 1529 ".; -219 -1888 .645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 , -249 2553 -1533 OT 4 , '3916 6083. 6798 6083 3916 n - ABY _• A'tllvlsltl{I'Df PLATE TYPE, O.C. $PACING" LOADING,(PSF) TC LUMBER DESCRIPTION K ffIFREO:.PROOuc1s Inc V-2000' 40 2-4x2 112 Ds SP 16'11-3/4` GARAGE HEADER A --esr PKWY, 2^ ^D • LL TCI{? 8C LUt18ER T5.0. 2^4X2 tit DS $P ENG. Foil EN 6Y' 0 OL TG 0 TRUE TRUSS INC. 5c0U4CE Program It IM. FM 17 LL.B�C"� WEBS 4x2 f3 SP "r IDL`Z- PRp.IECTI }{ASTER ^ OAT F06 OCT 1992 sct� EXCEPT AS MAY BE NOTED 21110 0001-AJ-11 , 114134 33aafl .1. allallao ,1i7t1enc�s�a 33S r)Qrtm3) �t11aYo) -gNi�r�S fu tiYu ••• Rounn9uRp 5StiSI lalll3V Qua 26- - l`� Q 1�32�+ 3411 V38WAI 83SSt181 30 9mus 9911VUnO S53SIS 4NV 8III4V01 SXOIIV301 4RV MIS 31VII � X03 BHIliV84 43S33NI9R3 33S • f ' fit_.,. •,� $ .-." 33VHaM3.01 . . r�f1t1111f1414� `' ;y „biz ..3 o 33VU8 0, E xl t „U30434 83A f xZ Q 8-8 881133S Zoo W3V4 a a M Vx 'aOVUU DNIIIOVILLV NMIM 2.I;3014YI .LlgdS d)ON OQ 'C13OWU DNI3II tL'1M HILL JO H(IV2L'J U3tll4M M11 NVILL tII.I,I�a uo zmio 11:1urn mgvs SI LL RQ fl'IVI IS aOvuu HILL 1 1310'' 119 ,LY M1VN NMM (1011 ILLIM aovua IlOVJ LV '9-'9 NOI.nas NI NyOls SV (13sfl so M a3vu l Vxz V HOVtSiI 'IvzmjlV`l 11"1:kITS V ;30 ro, 19 NI fr+A M')tr.)Oi O+'tlr tY f1Moo tti )ZOO 101141st ri Mtd 1Q"µ't :t Yt Nt till?, i�r}t''`• titU Mt77Nl! 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II•. P1'.I v-Emcs. .•40 151 olislwU.woolsty" CO11fENl.:M RCN THAI 111E •olNi 01.00 01 EIRE' 7.16' Milo PL'r M000 9MCAIMI.40, 1/7' 1.1 I1ISTALLA11U1 YO tQLC1ICAl Of 1.E IW4SS, ►CA-14111, u0 _ If 0/ M1"o .LLMaRE $lot SS%+LIES:.ALL vALL"USED. N�1 C CiIONO spowcEf WC ILO/ KCONrENOtO 10 OCM Milo OPY'Ltl OM MaClt10 MEM"Ps VKLO f0' •.s. W.M. IEN.O'+11'/SNCs"o U.OULO K DdI( IN.CCMO.1oct -11. /M OCSI W/ aP( MSL-dr Ir(lA1Cft COIL{d1 Of irE.Na• D'I/KC7Lt'A-OLE-+SOtTON,tN011D!►LSC[. %ALtsS 1WIEO..OIrt'M1SC. CUOwEMT 111 -PACIN- " EPCCTId/►Ll-llulto'n, 1101.AL M51/11 fTAfe"T'S MSIOLIYEO NY Trt NAtIWAL. 11 /-71000 AP►IIWAL KodtAEC UIC 134L. YnA 1C12014. S-CC 11) .LL CONPKSSIOM Cn000 ME110E013 ASSUMED t0 N CON111A,AUSL 1151 TN[f OCS10N Cd/BINS TO CIMIPEMT 1►I OCSIW/SKCIIIt.• tO'Cst 000DUCTS 4t/0C4altof, I7i1. WA'►ILE.K-itsO'ACEO-Y 911NE11 3/1• IN]".) KTMOOO SNEA1N1/40. c/E- tl*d 0`04 METAL RATE Cp►<CIEO 0000 IMASCS 00 21 tolls DCf101.!S list*bl CLAP'( CdaECIOlQ ALAIEf OILS. /1 INIS TdJSS 11Ai KtH ItY M041KO 1.THE LOADIID SMO-I W .1 d INrlPhLL 04 SMACIIN b.CMUSS SPACED AT IV A.O. QUALITY SIAHCPU AIOS SO' % SSES. P-Cb.EGt OM Ka IH SI:ET aPE 1.160 0`1 1110141. f0'CEi bLt. dl TNI!`DASY(ld. .111STALLLTIOH.YQ USE i0/ALL CdfOW MAll. UIL IES$140110 OtHCAPISE. 161 NO MEMITE'D< THE TwJSS MAY at CUT 04 1.001!T1O lot 041 M.Y. u Cb MECIO'.PUlb Silts lot t►LLEO Oil r10TN 144011;SLOISI -11114 THIS DEStd/ 171 t"ClIc 9Es OCaP{r40 IOCaTidl, 1%I SPECIAL NOF TRUE ES S..OULO-E 1.AU1 OLPU10 1,11APIN0 uro 0 L/1101 N"1.00116 t:61st ..0 T.L M1GIIaf 10N OF,'TK �11 Toolsmillow Ii-APPLICABLE To 2n0111CA SPAN TRSSCS of ® [rK[I ltN a• IwSXf Kc n11-11 Idl IEtM+<l0+110115 J.r CALL L•BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: STANDARD BUILDING (SBCCI 1991) MAX. WEB WIND SPEED: 110 MPgi SIZE/GRADE LENGTH MEAN ROOF HEIGHT: s0' Li BRACE (SEE TABLE) ZX4 #3 SP 619" GABLE NOTES: 2X4 WEB - THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND ZX4 #2 N SP 8'511 MAXIMUM HEIGHT AS SHOWN. 2X6 #2 N SIT 10'311 LOADING ASSUMES A TRUSS SPACED 24" FROM ONE FACE OF GABLE AND MAXIMUM OVERHANG PAST GABLE OF 16" OPPOSITE FACE. TOPEZOGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM SEC110N A-A OOR SIB PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT '311, TYP. . LOADING. FIELD CONNECTIONS BY OTHERS. 2411 O.0TYP. - "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 3171' IN . 2 BRACEHTOSED GE OFA4ES WITH 166d COMMONRNAILSFSPACED•ATT311D.C. (SEESEC'TIOOiMAUM--A). BRACE LENGTH MAY BE 6" SHORTER THAN WEB LENGTH,12,MAX.vy�,5 kS 4p NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10" MAX. g: . ^ OFF p n Spy JCS IV /./.../� //iii l .� .►r.► P... 3" TYP. ► 3X5 L-BRACE ON WEBS LONGER THAN 317", TTP. (SEE TABLE) MAX- 1k w/z ,\��1ltltt)s 0:111 1174/r/r . ` Qa•���j '• ,moi Q46138 TRUSS MUST HAVE CONTINUOUS BEARING. T ; �i to rCLARY DIVISION :. PLATE TYPE: O.C. SPACINO LOADING (PSF) TC LUMBER %BUSS: LIBRARY 2/ I IL OxG. 5 IME EMOIT4EEREO PRODUCTS Inc V•,,2000 LL TC 30 2X 1 12 N SP EMO. FOIL TRUE TRUSSi S. OSW1E,kiX: 75051 ' OL.TC 15„rj BC LUMBER.. 2X� I2 N SP PROJECT; GATE: 31 Mar 1993OF 4) 66.0-3940 LL BC 0 WEBSLAYOUT I0 4DLBC 10 2X1 03 SP ADDRESS; SC1LE: BER TRUSS PLATE INSTITUTE - ALA v.v to A.-P HAT`DETAILS HAT NOTES: TC LU-SEP: 2X4 •2 SP t. BRACE FLAT TCP OF SUPPORT TRUSS 1ti1Tk -2X4 CONT14"JS LATERAL BRACI)G. AT BC LUt•>3ER: 2X4' 2.SP 24' O.C. SPACI•JG, ATTACHED TO TOP 12 SIDE OF TOP CHORD HATH 2415d MALS 94 WEBS: 2Y,4 .e3 SP �"' 3X5 SXS EACH TPUSS. OR p 2 TO 12 V •fX4 COIJThIJOUS LATEP.t•L BPACIJG, t.T 24' O.C. ATTACI-ED TO BOTT011 SDE TOP CK)PD WITH 2-16d NALS 11 SXS EACH TPUSS. OTTOM CHORD OF HAT TRUSS MUST PEST DIRECTLY 014 TOP CHORD OF SUPPORT TPUSS (NO GAP), SYS ��� T. -SECUPEENDS OF$LE SUPPO LATERAL, BRACUG TO VEEE O WEB -SLFPORT TPUSS MJST BE AI-IA1_YZED FOP, SEE I10TE C. 24' O.C. TOP CHORD BP.AC14G. SEE GEIII AL NOTE I. B, SECURE HAT 14 PLU'B POSITION A1�D ALIGN IT WITH SUPPORT TPUSS BELOW BEFOPE APPLYING ROOF SHEATH1dG. 4.0-0, HA,Y., 2-0- C. �RTICSPACI GIS 4.0' O.C_MAX_ -WEBS LONGER THAN 7.9' PEOUP.E BRAC4G: -01-JE POW OF 1X4 x2 SPB OP BTP., CONTIMUS LATEPAL BRACEIG 3X5 2X3. TYP. PEP. TPUUSSS.ATTACD YAH 2-8d Cot 1101) IJALS -rX4 ;2 SPB T-BRACE. SAME LEIIGTH •+ AS VEPTICAL WEB. ATTACHED IVATH 8•d COI.IV] IIALS AT 6- D. ATTACH H,AT TO SUPPOPT TPUSS M'1TH 13' LENGTH GUSSETS. EACH FACE. SPACED AT 4'0' O.C. MAX. 111 q LA1 HEIGHT OF GUSSET SHALL GO FPOM TOP OF HAT'S BOTTOM CHORD TO BOTTOM OF SLFPOPT GUSSETS. SEE NOTE D. TRUSS' TOP CHOPD. GUSSETS SHALL BE t•7 APA PRATED 32/16 EXPOSURE I PLYWOOD, OP 51JPPOPT TR'J;S - 7/15' APA STRUCTURAL PATED OSB, BPACI4G FOR SUPPORT. SEE NOTE A. ATTACHED TO EACH FACE WITH Ad CCt11014 0FJALS AT 6' O.C. THROUGHOUT. E. BULDUIG TYPE: ENCLOSED P,ESIDENTK O�''� I F� + '��/ ''•� -DESIGN CODE - STN-DAPI) BULD1 JGQiM qP t 1 -I'll ID SPEED • 10 h1PH t•1=A11 HEIGHT - 31 FEET /i •���. � `1� - DRUJ 4-b- 943 Acf -. � NERAL NOTES: n 1«T1 K'Ia Is aMltteuit Te ao11rTP1 ran 11a,1lt1 or Iot«nus LOaoiw$ TC LL PSF JOB• 15830 ` t� lW MMD.a110wa1 cowiru"T11J. 30 1(tllltlitFtt 11 umatw swll ME w 1K mcirtt'et«t«W Waa.1KOTts:06 IN«+e1MMC 1$1 tEl Tt«{30«04M MEMO M isewt0 It K tWtIMPA.1 Pulte 01 CITICM TC OL 7 OR 15 PSF DATE 23 MAR 1993 WI1TWt t0«Tt+R. M rile 1Ma�1'd"Iat1{a11011IMI•t 1111tst Iallt$,Ill f/o' INN Rre000 oMAININ1. 1/8' MIN OMI1alt 04$WIN$MEMEM C A R Y allow rit14:s%as ant BAUM a iK WCST E tile«W IK w11oNr Kslt« s.Aett teat'e.t.1KIA 104Is1 MOVED OIKOVtu. *tet,IC41IN IM OEM CW►WAYIW 1I 1K�110WS tett/iw0-11o.sf10C. ft) all to 09 CW+O MEMBER!b1urtD It K CO«ItN10V11I tMeto tI 911/Ee a MTs Kitt«is ossm a Cl4M ea4gtTOM Il11ts eN,/. - Sir Mt«,1 111.$40 Z,",v, 1/Y on oMwau a$11tH'tweams BC OL 10 PSF ORW 1 OF 1 O tt•MCcloM halts lilts a+e$alto ON,Wn►oMt[o'a41. SOLM lr fe'r.t. INa'1. IM&to$«Otto WHENN1K. et•Ia 1•n•1 A111.11, 'N CNKC10M+taK silts+t thus Owl of$101" wOOts 119ty aW LV414 121 INVICIM etaMtW Leduc". tq1••..••1�••ntll. rwe. utOW'leis).: - - 134-9— W10 NItM+I$M+OINt M;NOM list Mt«,1 BC LL 0 PSF -ENG GMT 11 c0.•CCTDM ttahs Wit K 1•flaLLto i11111tI�{CKt1 W JO1Mftr o0M/Kt1. 1.1 1«fIKUIIOM 4110 tKet10«_a 1N:1MYss. K««+IZ«T, aW r[«IOMaMr Mac 1.It q To-tw•e v%Icl st WI.ua.cWw'it emp-speetll qwt vale K I«ACCW)U1R Ott«WME«T lMt MaeI11$aW MCIla1 01I1EMIa, TOT.LD.47 OR 55 PSF eot S, .crept Sovin+'st Pit«1. a oonD«tWro vlifx. fst wf1 Ksfw CO�olti to pMI[«t vt Kaw sKunc+nowt/a N1u ^ Gf 4md Prttr tt. TX 254051. - >t 1'Ittt 4r-WIL Ot*Wft UK t3V. h«,ICS 3014, INKS POST.*KA K-121. Raft CW#Cgft0 1000 IWAS111 aW VALIII i1440"O1 IOM I•+111tt. /J(VIt ri !MIs 1�511i ws Ktw Ks1aa0 itM iw1 ttlNi+K 1~1+11 t1M Mf t1•+.Paf. 1q «'wtwoEM a4,M tMUK«af K M K tgptt/t0 f«awl•41. OUR.FAC. ttf4f 660-3940 =glallow UO%K 4141 CIWWN q1«i«E1 KSION. 1I1 S"C14 1NWltlO tat v10"K/Anil.1tt•«401Ia IMit4tartW aW M+CIK wgcDwgmalIW4 aW c01K«la$f' pls. 0•stt• CPAr.Twn 2411 - MEMBER Or liE tA/59.lYitE p1Stlti/TE ItPil. JACK DETAIL TOP C11ORn 2X11 SU. PINE 12 U. EXCEPT AS SNOWN (woo ) 7_ M2 IIIP OR COMMO11 TRUSS 801 C11ORD 2X4 SO. PINE 12 11 .. (3) 160 TOENAILS. 1 UEBS 2X4 SO. PINE 13 2' TYP. ••• PROVIDE UPLIFT CONNECTIONS Al UEnRINGS AS INDICATED. OPTIONAL OVERIIANG .� 01 Ii1P TRUSS UPLIFT : 3501 2061 ORG LOC: I ++ UPLIFT BASED ON 10.8 PSF TOTAL DERD LOAD. WINO 7' SPEEO1118 MPH. MEAN IIG7117.5 FT. ENCLOSED. (SBC) J3 WIND AIIALYSIS ALSO COMPLIES U1111 SOUTH FLORIDA BUILDING CODE FOR 120 MPH 11110 30.0 FT. MEAN `11E1GNT. 5' PROVIDE UPLIFT CbIINECTIOIIS AT DERRINCS AS INDICATED. J2 UPLIFT : 5881 4381 ORG LOC: • ++ 3, UPLIFT BASED Off 10.8 PSF TOTAL DEAD LOAD. WIND J1 SPEEOA120 MPiI. nEnN i1GTt22.6 FT. ENCLOSED. (SBC) WINO ANALYSIS nLSO COMPLIES UIT11 SOUTH FLORIDA BUILDING CODE1' I 2 3 J4 `1 4 FOR 120 MPH nNO 36.0 FT. nEnH HEIGIIT. F HIPJnCK TOP CHORD LUMBER CRAOE < +++ ) MAX, NORMAL MAX. HIPJACK SOFFIT WEIGHT �.•+..�.-� 3'� 5'� 7'� �- 2' OVERimim OVERHANG1' LE14CTII LENGTH 2 PSF 10 PSF TYP. 0-00-00 8-80-00 #2 H 12 N - 1 -06-00 2-01-67 12 H 112 N �; •Q' 1 -89-08 2-05-11 12 112 DENSE ' C 1 -09-00 2-05-11 - 111 N 2-00-00 2-09-15 it 111 DENSE = .a flt 3.00" o So 5e 2,0 2 E 1��,a D * + .rfaalut;I�t�t 4.68 ++ 3X4 ' 2X3 ++ OR SIX * * + ++ 3X4, SIMPSON THJR26 * 3X4 MAY BE USED `` { 1 ' ►► 9-10-13 OVER 2 SUPPORTS _ R-4631 U1 3.501 R1G521 U1 3.58' ENO FIND CORNER JnCKS 111 i,inCK i GENERAL NOTES' N 1"IS KSI0"Is ANLICALLt 10$101190 SPAr1 14AUS Or IKNIICAL LOADING TC LL 30.00 PSF JOB: 16431 "INSPORI ILL C1119101101116111".Il lWK•t+WL K M tK SOUIPItS 010111.1 WKS. SRCIts. Tp In.LSI" 101 ALL 1[10[10"0000 KgE•S"S1ACO IO K ca1lUAnu14.1 O4Ct0 0f 911KA 1pTC OL 1 OR It PSF OATS 04/26/93 1STSPt C110111411. M. SLCN IN •T It Or 011SKAUaADU STRESS rALutS.ALL US p1N KVVOOO 0CA1011c 1/1' M14 M w r D.rx4g. mcet»t•t CLARY WSIGN TILES 11140 AK 01K0 w 1.t LAIIS1 C011111 Go 1.4 NATIONAL KSIW SPACED O.S.tun. clues=49116 O1K«ISE. 11nanurtar r0".o0"carer 1uc11a tf 1K 10Aftsr4.7o1csl►.00ucn►XSOC. to ALL carKutIoA elwo 1(1p(y ytrrKo u K tartiwaraf t.tcts of AIDED BC DL 10 PSF ORH i OF i Zf tris DESIGN IS BAWD 0"CLA.f team multi Iota. 3/0• ►1111) fLT1am WASH114. 1/9• Mir 1 DMALL 0.Mutism.1CrLK4 T C1.cCI9-01:1(1 SIRS AK SAM ON AXIAL F10=1 sal. SPACE Al 1-0.9. soon. N=ESS.4199 0-40o1K. .Ou 1.1.11 010 Elf 1+. 0/ tIo0cc10•1%Att Sins at CALLED Dal of 01010 MNOst 14.01111 0"0 Ltwtr 1T /1 INDICAILS 04-1.4 LWAIIII1. M 1,111••..•AA.r1.. 1^A rALa4 4.4.0111. - All_,TO1tAICS tAlp1AL WtC,K"INDIA gild.101.1 BC LL PSF -ENG ALF A ns-Cc 100 OLA191"At K 114111199 Sr1Nt1•ICALLf M AI"IL OOT"MES. 101 T41ALLAslaAm E•/CI1010 so bt IMM. R•+A1aN1, 110 tl1•'O•A.f MACINO 41 OR 55 /1 too C--"SPLICES uG wi ACCO-EmscO 10 OCM DIrCCAL1 AOSK S"ML0 K 111 ACC0/pucc.110 CLOWN! l0i O.ACir4 144 I•EC1Iar C•IrUu• TOT.4.0. PSF 1801 S. GPftt SOVth.fit N.Y. A so,too C."f•LM. 131 .Nes KSI0"C01.a0p to CLOW10/1.t DESIGN S`%C1f ICAtla4 to,.K.A.1 W Ono Prlt1•lf. Tx 13051 T 10.1000&P-W/L r1ME.t vbc 13u• 04 en»i♦ $OCC 1731, •KA All-las. RAN Caftcit0 OOOD aVgp 0".p @Ukllf t1AMMOS/a►I-us. u INLS 11R4f w{KM KStWtO/t.1K 4.1001101 5100010 0"T+ts p.AX1w. �u 199 Kg9D v tNf E.uK NAf K cvf w.Dov1w 110 un 1111 DUFi.FAC. 1.33 . n 11 1 • 12141 660-.9A0 INSUUAner"W Lrtl t0R.r0RRM 61.1"IS W116r ......: ............_................ ... .....-1111 .._..,..... ® 2 4 ' 4 " C---� ----------- TiB 6'8 T1 2 �v o m m v m ni c c c m m m m m M N o � Q c Q' L T21 LLN T3 co TI TS Tit T1 r s m 10 JOB: CENTEX HOMES LOC: 3703 B 6 D MASTER 37 . DESIGNER OLD 08-05-1993 S S Z E AN A L,Y S = S Page 1 of l 10:26:34 TRUS JOIST MacMILLAN (MAST siz-S100!1 MARK H. ROSE (SOIOD) Project Name: CENTER HOMES - PLAN 13703 B Page Title: GARAGE DOOR HEADER ---------- TJSizing'" v3.40 ---- Building Code HER ---------- 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............... 133% 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 Point to End Add/Repl 1 UNIF(plf) 350 ,133% 220 111- 0.00' 51- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 120 133% 0/ 75 51- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1750 133% 1110 5'- 6.00' from Lt Add 16" TJI (R)/96 .� 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) 5153 5253 < 5985 114% RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 24101 24101 < 26115 1081 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 48 Copyright (`) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R' is a registered trademark of Trus Joist MacMillan. TJSizingTM is a trademark of Trus Joist MacMillan. r r TRUSS SPECIFICATIONS FOR CENTEX HOMES 3703 B & D MASTER CX3703ED The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 94091716 04-05-1994 USR732 94091741 04-01-1994 USR732 94091717 04-01-1994 USR732 94091742 04-01-1994 USR732 94091718 04-01-1994 USR732 94091743 04-01-1994 USR732 94091719 04-01-1994 USR732 9 091744 04-01-1994 USR732 94091720 04-01-1994 USR732 9409 745 04-01-1994 USR732 94091721 04-05-1994 USR732 94091722 04-01-1994 USR732 94091723 04-01-1994 USR732 94091724 04-01-1994 USR732 94091725 04-01-1994 USR732 94091726 04-01-1994 USR732 94091727 04-01-1994 USR732 94091728 04-01-1994 USR732 94091729 04-01-1994 ,o'".",,.,,,+. USR732 94091730 04-01-1994 `'� \,.'M 4 USR732 94091731 04-01-1994 �f'��;�,z�F'C USR732 94091732 04-01-1994 t V USR732 94091733 04-01-1994 USR732 94091734 04-01-1994 % STATE OF ; 4i� USR732 94091735 04-01-1994 `� �% ,, pp 1v#f USR732 94091736 04-01-1994 I `� � 1 3 B & D MASTE USR732 94091737 04-01-1994 FRED E USR732 94091738 04-01-1994 qQQ USR732 94091739 04-01-1994 USR732 94091740 04-01.1994 WW • i Job: (CX'70380--Centex Homes Inc 3703 8 G D MASTER) / T4 21'4" Common Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 3 Complete Trusses Required BOT•CHORD 2x6 SP �i Dense p c WEBS 2x4 SP #3 In 9 NAILING SCHEDULE: (10dooxsails) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 ROW @ 16 D.C. w UPLIFT (LB): 1209: 11'74 BOT CHORD: i ROW @ 6" D.C. N BRG.LOC (FT): 0.00 21.04 WEBS : 1 ROW @ 4" O.C. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING WITH DEAD LOAD OF 7,00 PSF (TOP) AND 10.00 PSF (BOTTOM) , BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. A 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (i) 1/2*—bolts MAY BE USED FOR 0 SOd—box_Tails ON THE BOTTOM CHORD ONLY. to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. N THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. C6X6 M C3X8 C3X8 CD 6 p In C3XB (A1) C3XB (A1) X 9X12 X 10-8-0 1 10-8-0 21 '4" OVER 2 SUPPORTS R=6336# W=3"B R=6253# W=3"8 PLT. TYP.- CLARY-V2 N CRTT TPI FL/1/1/1/E/-/- Rev17. h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70858 SHALL NOT BE RESPONSIBLE FOR I N HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR'ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE WADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091720 OC-L.vl.iP� .1 A101- A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC.. LL 0 .0 PSF BY: 0 L D Ergines"P-...t., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 1801 S. Great SOUthMest Pkwy. CONNECTORS PER DRAWINGS 130, 150 G I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --.SEE TOT.L D. 37.0 PSF: CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Pralr]e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 560-3940 jN ONLY, ANp SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING see a b o v e Job: (CX3703BD--Centex Homes Inc 3703 8 6 D MASTER) / T6 10' Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 447.76# REACTION AT RIGHT END. BOT"CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. to UPLIFT (LB): 350 350 BRG.LOC (FT) : 0.00 9.75 v TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND LO SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAO (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. SPECIAL CONNECTION/HANGER FOR 484.64# REACTION AT LEFT END. to TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. Z. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. v N #1 HIP,.DESIGNED TO SUPPORT 05-00-00 JACKS IN FRONT AND 03-00-00 w JACKS ON ENDS. JACKS HAVE NO WEBS. C5X5 (R) X (R) 6 p m o C3X5 C3X5 CV M _ z Q ...4 L 3-0-0 _L 4-0-0 _3-0-0 C X4 204#. 204#-- C2X �- 10' —� OVER 2 SUPPORTS R= 673# W=3" R=673#: W=3" PLT. TYP.- CLARY-V2 P F - - Rev 17.2h SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRussE5 REQUIRE EXTREME CARE TC LL 20.0 PSF REF R732--70861 SHALL NOT BE RESPON6I8LE FOR IN HANDLING• ERECTION AND 0LC..1,51on ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SRACII•IG. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRE'MENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USR732 94091723 o! AIDi A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L -••O..O• PSF BY:. - --0 L D _ Eny,"e'"Proouct` Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 t 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHM-P.IGI$.-CEILING--'SEE 3 TOT:L D. �•�•-O PS 1801 S. Greet SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGk£ER'S TECHNICAL UPDATE- tT/1/911,10R-SUGGESTED Grano Prairie, TX 75051 .SEAL,ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE- DRYWALL•APPLICATION. FURNISH.A CORY OF THIS - - (214) 660-3940 ._ DUR:FAC. 1W 25` IN ONLY. AND SHALL NOT BE RELIED�UPON�IN ANY-OTHER.NAY.�- DESIGN-TC,-TW- IRUSS.Ef5CTI9N.CONTRAGIOR:-.; _ TRUSS PLATE INSTITUTE. MDS - 1991IMATIONAL DESIGN--SPECIFICATION'FOR WOOD CONSTRUCTION•;- PA Z IN S"-� eb 0—ve Y: Job: True Truss (CX370380--Centex Homes Inc 3703 B & 0 MASTER) / T1 21'4' Hip Girder 7'E91S DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** TOP CHORD 2x4 5P *2 N x BOT CHORD 2x6 SP !1 Dense C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. u7. UPLIFT (LB): 810 810 M BRG.LOC (FT): 0.00 21.04 -1 LOAD CONTINUOUS LOADS LOAD CONC. LOADS TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND W CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ^u 0 T 54.0 54.0 -1.5 22.8 0 B 248 15.8 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. 0 B 20.0 20.0 0.0 21.3 0 8 546 16.3 0 B 248 5.5 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. c 0 8 546 5.0 � A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. �, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4 SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD (S) . rn C5X6 C2X3 CX7 T m C3X4 >3X4 O 6 � M C4X5(A1) 4X5(A1) 546#'� 2481 2 0.46#:: 7-0-0 7-4-0 7-0-0 -4- 21-4-0 -4- 21 -4" OVER 2 SUPPORTS R=1659# W-3"8 R=1659# W-3"8 Se q 11054 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1 S i E - - Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70854 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/05/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE rn CLARY CONNECTORS ARE MADE OF 2DSA GALV. STEEL MEETING ASTM QuIREMENTS. UNLESS OTHERWISE INDICATM TOP BC DL 10 .0 PSF DRW USA732 940917!6 A Dirfalon o1 AIPIne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 O PSF BY: DLD ,mat .....a Proaucc�. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 C !SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF 1801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEEA'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 IN ONA.Y. AHD SHALL NOT BE RELIED UPON IN ANY OTHER MAY. 00576N TO THE TRUSS ERECTION CONTRACTOR. �--RPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24•�" JoD: (CX3703B0--Centex Homes Inc 3703 B 6 D MASTER) / T2 21'4" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T9P,CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 C WEBS 2x4 SP #3 BRG.LOC 00 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w Pi A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. t. 0 So V v C5X5 (R) C5X5 (R) T m C2X4 C2X4 O 6 C7 tT C3X4 (A1) �C3 (A1) XC3XB 9-0-0 3-4-0 9-0-0 +Q� 21 '4" -� OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"8 PLT . TYP.- CLARY-V2 T TP F - Rev 17.2h SCALE0 2500 - **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70855 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR!ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUTAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091717 A Division DT A1Dine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O .O PSF BY: EnDinse��D Droaucb. lnc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 C ISOA-F'. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE'' 1801 S. Great SOU thwe$t Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS 4:7PI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED. _ TOT'.LD» 3.7 O,- PSF r� Grano Pralrla. TX 75054 SEAL ON.-THIS DRAWING APPLIES TO THE•COMPONEwT DEPICTED HERE- DRYMAIM,.APPLICAT IOM.•FURNISH-A; THIS (2141 660-3940 -.FAC: 1+•CJ.• _ IN ONLY, AND SHALL NOi BE (FLIED UPON IN-ANI OTNEp.MAY, OE$;GN Tp iHE.TRUSS ERECTION'CONTflACTOR: ,� .- ■--TPI " TRUSS PLATE INSTITUTE. ND$ - 1991 NATIONAL DESIGN$PECIFICATION.FOR WOW CONSTRUCTION.. PA �N 24-01 - Job: (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T3 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TQP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT'CHORO 2x4 SP #2 N UPLIFT (LB): 410 410 - C WEBS 2x4 SP #3 BRG.LTRUSS ODESIGNED FOR 110.00 0 110.00MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U3 A O l0 V CD C4X4 fn C2X4 C2X4 CD 6 C7 U7 C3X4 (A1) 3X4 (A1) 4 3 CbX5 C54 10-8-0 10-8-0 w� 21 '4' OVER 2 SUPPORTS R=865# W=3"8 R=865# W=3"8 PLT . TYP.- CLARY-V2 T TPT Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70856 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OLCA.Vjejoh ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 94091718 oT Aloi"e A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER D r EcO inre�ro Froa"ctr. Icc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE- -. - - 1801 S. Great SOUthWlfC Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI..AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FDR SUGGESTED - TOT°:'.LD:: 3 J.O- PSR Grand Prairie. TX 75051 - SEAL ON THIS DRAWING.APPLIES TO THE COMPONENT DEPICTED HERE - DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 860-3940 DURiF•AC.: 1 25:- 1N OMLY. AND SMALL NOT BE RELIED UPON IN ANY.OTHER MAY. DESIGN TO-THE TRUSS ERECTION.CONMACTOR: _ 24;. W: _T; ';2- TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION .�A N -07 . _ ., _. .,. _ .. Job: (C)e3703B0--Centex Homes Inc 3703 8 6 D MASTER) / T21 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TQP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT' CHORD 2x4 SP #2 N UPLIFT (LB) : 410 310 C WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 w TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND �o WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO a 0 LO V 04X4 m C2X4 C2X4 07 6 r;;7 Ln C3X4 (A1) C3X4 (A1) A. C915 C3X4 10-8-0 10-8-0 21 '4" OVER 2 SUPPORTS R=B68# W=3"8 R=786# W-3"S PLT. TYP.- CLARY-V2 CRTT TPI FL/l/l/l/E/-/- Rev 17.2h SCALE = 0 2500 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70857 SHALL NOT BE RESPONSIBLE FOR y IN HANDLING. ERECTION AND OLC ARY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091719 A DiriAfon oN Al Pine AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E�of"ar�P of BC inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 ,0 PSF BY: 0 L CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F. DESIGN STANDARDS 'WITH PROPERLY ATTACHED RIGID CEILING—'SEE - 1801 S. Great SOUthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D3 7:.0 PSF Grantl Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY.OF THIS OUR.FAC. -1 .25 (211) 66o-3910 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION.CONTRACTOR. - •--TPI TRUSS PLATE INSTITUTE. NDS 1991 RATIONAL DESIGN SPECIFICATION FOR 4000 CONSTRUCTION. - PA N 24:0" Job: True Truss (CX370380--Centex Homes Inc 3703 B & 0 MASTER) / T5 7' Mono Hip Girder NES DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -4 TIOP' CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 SPECIAL CONNECTION/HANGER FOR 545.66# REACTION AT RIGHT END. In M PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. �4 LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB): 270 300 w CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT): 0.00 6.75 N 0 T 54.0 54.0 -1.5 7.0 0 T 29 0. 1 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND 0 B 20.0 20.0 0.0 7.0 0 T 109 5.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . LO LO 0 B 9 0.1 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. o 0 B 333 5.0 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 109# C5X5 m m o_ o cv 29#1v iv -r- C2X4 (A 1) 4'3 9# 333# ' C3X3 �_ 5-0-0 _L 2-0 1-4-0 7-0-0 7 OVER 2 SUPPORTS R-528# W-3"8 R-546# W-3" PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL i i i E - - Rev 17.2h SCAtE1 055000 **IMPORTANT** CLARY D1Y1G1ON OF ALPIME WARN INGTR�° REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--70859 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/05/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR ADbITION&L SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 0.0 PSF DRW USR732 9409172! A m n.f on or A1Pfne A446 6R 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER EnaNn�.r.a proeucb. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BY: OLD G 1801 S. "at SOUthwest PKWY. CONNECTORS PER DRAWINGS 130. 150 & 160&-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE TOT.LD. 37.0 PSF CONFORM M/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grana Prairia' TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 ONLY. ANDSMALL NOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN ;—TDI -TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (C)r370360--Centex Homes Inc 3703 B 6 D MASTER) / Tit 7' Mono Hip Girder 5'6'BSB THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 739.38# REACTION AT RIGHT END. SOT CHORD 2x6 SP #i Dense WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 262- 200 BRG.LOC (FT) : 0.00 6.75 v I TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND Lo /SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru vv 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THIS GIRDER DESIGNED TO SUPPORT 10-00-00 SPAN HIPSET D A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. O MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. OPPOSITE SIDE SUPPORTS -2 —00—OQ 1O IV rU C5X6 . C2X4 T s p to m c*i 3X4 (Al) T 4J'3 5-6-8 1-5-8 293# C3X4 7 -----� OVER 2 SUPPORTS R=510# W=3"8 R=739# W=3" PLT. TYP.- QLARY-V2 DESTGN CRTT TP - - Rev 17.2h SCALE = 0 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70860 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OLC'. ARY DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 9STSa BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEN7S. UNLESS OTHERWISE INDICATED. TOP BC DL 10. 0 PSF DRW USR732 94091722 ir"'.1 AlPirc A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 PSF S En01n.—C"O..m Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATH;NG, BOTTOM CHORD BC LL BY: - OLD / CONNECTORS PER DRAWINGS 130. 150 i 16OA-F. DESIGN STANDARDS WITHPROPERLYATTACHED RIGID CEILING--SEES. 1801 S. Great SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/01) FOR SUGGESTED - TOT--. D:: 3 7.0. PSE GranD Pralrie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY-DF•THIS- (2141 660-3940 AC. 1 .25, NLY, AHO SHALL NOT BE FEL IED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION-CONTRACTOR;��-TPI • TRUS6 PLATE INSTITUTE. NDS 199! NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION NGsee a bo v:e- - jot): (CX3703B0--Centex Homes Inc 3703 8 6 0 MASTER) I T12 10' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT RIGHT END. BbT• CHORD 2x4 SP #2 N c WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB): 200 200 BRG.LOC (FT): 0.00 9.75 v SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT LEFT END. TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . ry THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. ONLY. 00 NOT USE WITH PLASTER CEILING. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. D A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. LO v W a C4X4 6 [� M O e-+ m C2X4 C2X4 m c 5-0-0 5-0-0 3X4 C3X4 10' -� OVER 2 SUPPORTS R=370# W=3" R=370# W=3" PLT. TYP.- CLARY-V2 N CRIT TPT F - Rev 17.2h SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70862 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND cLc,.vi.ion ARY DDDEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTSB BY TPI. FOR AITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 .O PSF DRW USR732 94091724 of Alvin e A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E4 in""r"0 P-0--' Inc IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL O 1801 S. Greet SOUthwast Pkwy, CONNECTORS PER DRAWINGS 130, 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.L D. 37. 0 'PSF CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED 1 .25 I C Gran Prelr II TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. .I 2 J 1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI TRUSS PLATE INSTITUTE. NOS• 1891 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -- PA I N 24.0" Jac: (C)t370380--Centex Homes Inc 3703 B 6 D MASTER) / T19 12'B" Special THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BZ7T, CHORD 2x4 SP #2 N UPLIFT (L B) : 290 290 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.38 cn TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, co a 0 to v IV Ln C4X4 m tD 6 p m C4X6 (R) _ C2X4 (A1) 1 j 2 C2X4 (A1) 4 3 a 3 C4x6 (R) 6-4-0 J_ 6-4-0 !_ �— ! 4 5-4-0 - 1 2-0-0 T 5-4-0 1 4' OVER 2 SUPPORTS R=544# W=3"B R=544# W=3'6 PLT. TYP.- CLARY-V2 N CRTT TPT F - Rev im]0 17.2h A 00 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRosSES REQUIRE 2 IRE EXTREME CARE TC LL .0 PSF REF R732--70863 SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR.AWITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUTAEMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL OLA.ivigion 10 .0 PSF DRW USR732 94091725 of AloinsA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF Enp inter to Proo�ct., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL BY: OL 0 CONNECTORS PER DRAWINGS 130• 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE' TQT•L O. 37.0: PS 1801 5. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS O TPI. AN ENGINEER'S TECHNICAL UPDATE b/i/911.FOR SUOBESTEO ... Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 25- (214) 6603940 JIM ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. _ - •--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING Job: (CX370380--Centex Homes Inc 3703 8 & D MASTER) / T20 12'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. B01 CHORD 2x4 SP #2 N UPLIFT (LB) : 200 290 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.38 cn TRUSS DESIGNED FOR 110.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. tU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. d 0 LO v N Q1 C4-X4 fn 6 C7 LD LY7 C4X6 (R) C2X4 (A1) � 2X4 (Al) 4"3 3 C4X6 (R) 6-4-0 _L 6-4-0 —1— 1 4" 5-4-0 -12-0-0 7 5-4-0 12'8" --� OVER 2 SUPPORTS R=462# W=3"8 R=550# W=3"8 PLT . TYP.- CLARY-V2 N CPTT TPT F1 /1/1/1/E/-/- Rev 17.2h SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70864 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION ANO OAL.iviston ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH 05766 BY TPS. FORADOITIONAL SPECIAL PERMANENT BRACING PECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREKENTS. UNLESS OTHERWISE INDICATED, TOPBC DL 10 •0 PSF DRW USR732 94091726 of AlPi" A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0 0 PSF BY: Eno.neer•o croauct•, Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150& 150A-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILIN9--SEE TOTS:L D': 3.7 .O PSF' ' 1801 S. Great Southwest Pkwy. CONFORM N/APPLICASLE PROVISIONS OF NOS & TPI.:AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR.S000ESTG&= - ' Grand Prairla. TX 75051 SEAL ON.THIS DRAWING APPLIES TO.THE CGMPONENT`OEPICt£DNERE pAVMALI:AFFLRCATION•FUMISM•ACO/Y^OP•THIS � 1214) sso-3s.o DUR.FAC. '1 25'`� IN ONLY, AND SHALL NOT BE RELIED-UPON IN ANY-OTHE1 WAY DESIGNAO•THE TRUSS ERECT.TON,CONTRACZaRr. +--TPI TPUSS PLATE INSTITUTE, NDS- 199I MATIONAL DESIGN SPECIFICATION•FOR VOOD CONS•TRUOTION - PA N _-_'2 4—.0". - Job. (Ck370330--Centex Homes Inc 3703 B 6 0 MASTER) / T42 30' Special THIS DWG. PREPARED*FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.57# REACTION AT RIGHT END, BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB): 550 450 M BRG.LOC (FT) : 0.00 29.75 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. D O tD v „ N V T C5X5 (R) C3X4 C5x5 C3X4 ;;NC2X4 m 6 p TQ X4 (A 1) 4 2X4 X6 C3X8 C C3X8 6-0-0 21-4-0 2-8-0 30' - —� OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W-3" PLT. TYP.— CLARY—V2 T TP1 F — Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN IN`jTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--70865 SHALL NOT BE RESPONSIBLE FOR TN HANDLING, ERECTION AND O'L.vigi- ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACIHIG. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL FETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP BC DL 10 .0 PSF DRW USR732 9409!727 aT Aloine AA46 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Ene�neenea cn....t., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLD&r 1801 S. Gr:8tS0UthWest Pkwy. CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN•STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.L D. 3.7 .O PSF CONFORM W/APPLICABLE PROVISIONS OF MDS-9-TPI. AN ENGINEER'S TECHNICAL UPDATE n/1/91) FDR SUGGESTED OrdnO Pr6 r1D.. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE.CONRDWA4 DEPICiED,+IERE-' DRYWALL APPLICATION: FURMISH A COPY OF THIS•... - (214) 6'0-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR`.F-AC. 1 25 -- e--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - SPACING-- 2 4 0„ Job: (C)370380--Centex Homes Inc 3703 B 6 0 MASTER) / TAI 30' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/MANGER FOR 1096.58# REACTION AT RIGHT END. BOT- CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB): 550 450 BRG.LOC (FT) : 0.00 29.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 cn v IU Co C5X5 (R) C3X4 C2X4 C (R) m C2X4XC2X4 C5 6 v 2'4'T C3X5 (A i) X4 X5 C4X8 C3X5 C3X6 8-0-0 1 17-4-0 _,_ 4-0-0 0 30 ' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT. TYP.- CLARY-V2 T TPI F - Rev 17.2h SCALE = **IMPORTANT** CLARY OIYISI.DF ALPINEWARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70866 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND ' O"-c .iviet" ARY URDEVIATION FROM THIS DESIGN DRTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/01/94 FAILE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FDR{.DDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMEN7S. UNLESS OTHERWISE INDICATED, TOP BC OL 10. 0 PSF DRW USR732 94091728 of AlPl- A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Elo i...1Ao�oeuct., 1— TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 0 PSF BY: OLD CONNECTORS PER DRAWINGS 130, 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37. 0 PSF 1801 5. Great SOU tftweat Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED GranO Pralrle, IX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .2 5 (21A) 660-3940 IN ONLY, Alm SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. e--TPI TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION JSPACING' SPACING4.0 N Jot): (CX370380--Centex Homes Inc 3703 8 6 D MASTER) / T40 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.5B# REACTION AT RIGHT END. KT. CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB): 540 450 7� BRG.LOC (FT): 0.00 29.75 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND (A1 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. d SUITABLE SUPPORT BY ERECTION CONTRACTOR, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 (a v ry C5X5 (R C2X4 C5X5 R) X(A) C5X6C2X4 (A) X4 m TTQ 5P;- 7 v C3X4 (A1) m m C3X4C X C3X4 C4X5 10-0-0 13-4-0 4-0-0 2-8-0 - 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT. TYP.- CLARY-V2 R TPT F - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY OIVIv.of ALPINE WARNINGTRums REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70867 SHALL NOT BE RESPONSIBLE FOR - IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. BEE THIS DESIGN TC OL 7.0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 95TOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIE16MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL CLA."W"of 10 •0 PSF DRW USR732 94091729 Aloi- A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /+ BY: OLDAF Eno fga Proo"cts, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great SouttlWest PkNy, CONFORM W�APPLICABLE PROVISIONS OF NOS E TPI. AN ENGINEER'S TECHNICAL UPDATE oI1/91r FOisueotsIft TOT.L D. 37 .0.' PSF_ Grand Pr TX TX 75051 SEAL ON THIS DRAWING APPLIES To THE COWPONENT-DEPICTEo.HERE DRYWALL APPLICATION. FURNISH A-COPY OF THIS OUR.FAC_. 1 .25 (21, 660-3910 IN ONLY, AND SHALL NOT BE RELIED UPON IW ANY OTHER WAY. DESIGN TO THE-TRUSS ERECTION CONTRACTOR. ... „ t--TPI - TRUSS PLATE INSTITUTE. NDS - 1991-HATIOiAL DESIGN SPECIFICATION FOR WDOD.CONSTRUCTION S PAC N `� 24.0" Job: (CX3703BO--Centex Homes Inc 3703 B 6 D MASTER) / T39 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORb 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END. QOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB): 530 460 BRG.LOC (FT): 0.00 29.75 �+ TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o LO v w o C5X5 (R) C3X4 C5X5 (R) C5X6 X4 M C3X5TT Q 6 C7 - (A) m m LO v v v v C3X4 (A1) X4 Cnx C3XG LLQ 12-0-0 1 9-4-0 4-0-0 4-8-0 f 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT. TYP.- CLARY-V2 CRIT TP Rev 17.2h SCALE _ 0.2500 **IMPORTANT** CLARY OSVI3ION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 ,0 PSF REF 8732--70868 SHALL NOT BE RESPONSIBLE FOR IN HANDL TMG. ERECTION AND Oc'L.­j., ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05760 BY TPI. FOR.ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091730 c1 A1n1ns A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enomse�w P,.00uct.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OL D CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801S. Great SOUtIIWeSt PWWy. CORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEERS TECHNICAL UPDATE (7/1/91) FOR SUGGESTED TOT.L D. 37 .0 PSF Gr anO Pr:irie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 12141 660-3940 11N2NLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •- -TPI TRUSS PLATE INSTITUTE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (Cx370390--Centex Homes Inc 3703 B 6 D MASTER) / T38 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.59# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. v1 UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 �+ TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , N (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. a SUITABLE SUPPORT BY ERECTION CONTRACTOR. O A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. V w u C5X5 (R) X (R) C6X8 M C3X5 (A) TT e C7 (A) M m � v Q L0 to C3X4 (A1) C2X4 X C3X8 C2X4 LLQ 14-0-0 1 5-4-0 4-0-0 6-8-0 f 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT. TYP.- CLARY-V2 CRTT TPT F1 /1/1/1/E/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING?�±7 RvsSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70869 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANE OR RE .1 CLARY CONNECTORS ARE MADE OF 200A GALV, STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL OLA 1O .O PSF DRW USR732 94019!731 Divie]p pf AjPiM A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHDRO SHALL BE LATERALLY BRACED WITH PROPER BC L L O O PSF BY: OLD L EnpineerNp Prppucts. lnc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING---SEE TOT.La. 37 .0 PSF 1801 S. Great Southwest Pkwy. CONFDRM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/81) FOR SUGGESTED Grana Pralr le, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE .DRYWALL:APPLICATION: FURNISH A COPY OF THIS - (2141 560-39,0. DUR:FAC. 1 _.25� _ IN•ONLY, AND SHALL NOT BE REtIEO'l1PON IN-AMY OTHER 4NAY. DESIGMTO'T1E=TFUSS.EFECT ION CONTflAGTOR.. _ e--TPI - TRUSS PLATE INSTITUTE, WOO - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. SPACING.. 24"0" Job: (Cx370360--Centex Homes Inc 3703 8 6 0 MASTER) / T37 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N IC WEBS 2x4 SP #3 : W9 2x6 SP #i Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB): 520 470 BRG.LOC (FT) : 0.00 29.75 v RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . (u TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING o A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, SUITABLE SUPPORT BY ERECTION CONTRACTOR. v w ru C6X6 C5X5 (R) C5X5 C X4 C5X6 (R) C2X4C2X4 m � Q 6 T m � Q C3x8 (A) 9 o in C3X12 (A 1) 5XB CM a 3.6 C5X6 C4X4 o+ I® 16-0-0 1-4=Q_ 4-0-0 ,_ 6-0-0 _1_2-8-0 �( 3-7-8 T 20-9-0 T 5-7-6 i r- 30' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT. TYP.- CLARY-VP N CRIT TP F - Rev 17.2m SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--7OB70 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF ZOGA GALV, STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091732 oc'LO—sion of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BY: OLD Env inrs�w P-0-t.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATH;NG, BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801S. Great SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/9I) FOR SUGGESTED TOT.L D. 37. 0 PSF Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI$ OUP.FAC. 1 .25 (214 660-3940 IN ONLY, ANp SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO T1£ TRUSS ERECTION CONTRACTOR. SPA +--TP1 - ' RUGS PLATE INSTITUTE. PAS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION P4.0 Job: (CX370360--Centex Homes Inc 3703 B & D MASTER) / T36 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T.OP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.95# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (LB) : 520 470 BRG.LOC (FT) : 0.00 29.75 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (n RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. " v U) w C4X5 (R) C5X6 C5X5 (q C5X5 2X4 m (A) m (A) v CO m � 6Rx'6 (A) o C3X12 (A1) C3X8 C 6X C X a 3.6 jg- C6X6 C3X6 16-8-0 2-8-0 6-0-0 4-6-0 3-7-8 1 20-9-0 5-7-8 30'im -� OVER 2 SUPPORTS R=1198# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 DESIGN CRIT TPT F1 /1/1/1/E/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70671 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND cLc-.vixion ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MIT"QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIR.EMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091733 of AloinsA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF BY: D L O lQL� E4—.11P P110-t". Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATH;NG. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 .0 PSF 1801S. Great SOUtnweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS& TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CDPY OF THIS DUR.FAC. 1 .25 ' (214) 660-3940 IN ONLY. AHS SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 .0- Job: (CX370360--Centex Homes Inc 3703 B 6 0 MASTER) / T35 30' Special THIS OWG. PREPARED PROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. U) UPLIFT (LB): 520 470 M BRG.LOC (FT) : 0.00 29.75 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. 10 RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING o A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. v w C5X5 (R) C4X5 (R) 4X8 C2X4 C5X5 m ) C4X5 - ) m CO T CO o C3X8 49 m m 6 p (A) o Lr) C3X12 (A1) XB C XB 4� a 3.6 C5X6 X C2X4 16-8-0 _1-4_0_ 6-0-0 0 6-0-0 ^'T 3-7-8 T 20-9-0 5-7-8 30 ' OVER 2 SUPPORTS R=1199# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 N CRTT TPI F /I/1/1/E/-/- Rev 17. h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70872 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091734 A.l I1 Plt of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r Enp ine"­0 P"a"t". InC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PS F BY: OL D/o(. CONNECTORS PEA DRAWINGS 130. 150 C 169A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Gf eat SOU<;hWeSt Pkwy, CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI, AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED TOT.L D. 37.0 PSF Gr ano Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •_ TPI • TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ]SPACING24.0" .1o0: (CI13703d0--Centex Homes Inc 3703 B G 0 MASTER) / T34 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT ENO. B,OT. CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 : W8 2x6 SP #i Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. to UPLIFT (LB): 520 470 BRG,LOC (FT): 0.00 29.75 RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO �+ BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. v w U1 C4X5 (R) C5X6 (R) C5X5 C2X4 C5X5 C2 CD X4 M T - (A) o m - 6 4X6 (A) (n C3X 12 (A 1) C3X8 C X a 3.6 C6X6 C X C4X4 16-8-0 3-4-0 6-0-0 4-0-0 3-7-8 20-9-0 5-7-8 30' -- - OVER 2 SUPPORTS R=1198# W=3"8 R=1097# W=3" PLT . TYP.- CLARY-V2 N CRIT TPI F1 /1/1/1/E/-/- Rev 17.2h SCALE _ 0.2500 *)(IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70873 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIi7EMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091735 A Div leion at AID ine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER / Q Eeo i^te�ea Drop..... Ine TRUSS AND UNLESS OTHERWISE LOCATEDONTHIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD 1kr 3 CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING --SEE TOT.L D. 37 .0 PSF. _ 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grano PrB1r1e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' DUR.FAC. 1 . 25 (214) 6603940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECT IDN CONTRACTOR. -TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACTNG24.0 jot): (C13703BD--Centex Homes Inc 3703 B 6 D MASTER) / T33 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.94# REACTION AT RIGHT ENO. B10 CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 : W8 2x6 SP #i Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. En UPLIFT (LB): 520 470 BRG.LOC (FT): 0.00 29.75 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO D BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. V w (n C4X4 C5X5 C2X4 (R) C5X5 77 C2X4 cY2 CD T m CD m o 6RX,6 (A) 8 C3X12 (A 1) 3 8 Ei 6X6 d 3.6 C6X6 C4 C4X4 � �h 16-8-0 5-4-0 _,_ 6-0-0 _,2-0-0 ~ T 3-7-8 r° 20-9-0 T 5-7-8 ) 30' OVER 2 SUPPORTS R=i196# W=3"8 R=iO97# W=3" PLT. TYP.- CLARY-V2 CRIT TP Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRussES REOUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70874 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACIHIG. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7. 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091736 •Dir ieion off Alpi- A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER [� Enq ineer"p Proouct", Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATH;NG. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD `.>- U CONNECTORS PER DRAWINGS 130. 150 & i60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING —SEE _ TOT.L 0. 37 .0 PSf 180] S. Great SOUthMelt PkWy. CONFORM N/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Grana Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR'.FAC. 1 .25 12141 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT r--TPI - TRUSS PLATE INSTITUTE. NOS - 1992 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONOR. SPACINJ 24.0" Job: (CX37C1380--Centex Homes Inc 3703 B 6 D MASTER) / T23 29'8"B Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. T-OP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 530 460 BRG.LOC (FT) : 0.00 29.46 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. LD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LO SUITABLE SUPPORT BY ERECTION CONTRACTOR. w v C4X4 C3X4 C5X5 4X5 (R) C3X3 CO T CO T CO m o m sHx'8 (A) v o to C3XB (Ai) C3X8 c6x6 C3XI2 C2X4 3.6 C5X6 16-8-0 7-4-0 5-8-8 3-7-8 26-1-0 29'8"8 OVER 2 SUPPORTS R=1182# W=3"8 R=1081# W=3" PLT . TYP.- CLARY-V2 N CRTT TPT F1 /1/1/1/E/-/- ev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRU55ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70875 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM 0 IREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091737 A Oirie ion Dt AlPfne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �f y EnD�neerAa�DDuets, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD/"y.� Ll CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - 1801 S. Great SOUthNeSf GWWY, CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR:SUGSESTEO TOT.LD. 3J O. PSF Gr(na Pr83rie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION-.FURNISH A COPY-OF THIS - - - (2141 660-394D DUR..FAC. 1:25'IN ONLY. AND SMALL NOT BE RELIED.UPON IN ANY OTTER MAY. DESIGN TO THE TRUSS ERECTION:CONTRACIOR�. � - M--TPI � TRUSS PLATE INSTITUTE. NAS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION .SRA "N 24•O'� Job: (CX370380--Centex Homes Inc 3703 8 6 D MASTER) / T32 29'8"8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END. 80T CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. En UPLIFT (LB): 530 450 BRG.LOC (FT) : 0.00 29.42 v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND LAS WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (D A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. V [J CD C4X4 C3X4 C5X5 m C4X5 (R) X8 OD m e8 (A) o m M o Q C3X8 (A1) C3x8 C9'x6 C4XI2 C 4 C5X6 16-8-0 9-4-0 3-8-8 3-7-8 26-1-0 29'8"8 - -� OVER 2 SUPPORTS R=1182# W=3"8 R=1081# W=3"8 PLT . TYP.- CLARY-V2 DFSTGN QRTT TP F - - Rev 20 . 0 117. h SCALE = 0. 5 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . O PSF REF R732--70876 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND EC-L.Ivjoiom4 A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE OA/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091738 T Alpine AA46 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpineerepppuct" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 , 0 PSF BY: OL D 1801 S. Great SOULhweSL PWyy, CONNECTORS PER DRAWINGS 130. 150 t 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.'L D. 37 .0 PSF CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPS. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FDR SUGGESTED GranO Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JOUR.FAC. -1 .25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PA IN - 24.0" .lob: (cx37o3BO--Centex Homes Inc 3703 B 6 D MASTER) / T25 5'7" Mono Hip Girder 4'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L B) : 200 200 c WEBS 2x4 SP #3 BRG.LOC (FT): -0.00 5.29 cn : Lt Sliaer 2x4 SP 03: TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w SPECIAL CONNECTION OR HANGER REO'O FOR CONCENTRATED LOADS) ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 04-00-00 JACKS AT LEFT END. ca JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 cn v w e C5X5 (R) TT C3X4 c*i K6X6 (E 1) v v CV tV Q X4 v 3-3-8 2-3-8 !115# - R=270#_W=3"8 R=2464 W=3"8 iW 5,7H C3K4 PLT . -TY-P.r.. CLA.2YxV VER 2 T§-.Paz-TP,T, -.- F Rev 17,2h SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN.INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70877 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND oLc'.1violon ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBS BY TPI. FOR-ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 9409!739 at Aloaoa AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EnP sn.•^ea Proauct.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: .OLD (' CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great SOUthwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D. PSF Gr(no Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS OUR.FAC. 1 .2 5 2141 660-3940IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. r--TPI TRUSS PLATE INSTITUTE. NAS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION ISPACINGsee a b o v e Job:'(Cf370380--Centex Homes Inc 3703 B 6 D MASTER) / T43 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. EOT CHORD 2x4 SP #2 N UPLIFT (LB): 460 390 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 cn TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE, ENCLOSED, MWFRS. Lv IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 LO V a 0 C5X5 (R C2X4 T LA my m 6 ©C3XB --Q v v C3X8 (A 1) � X .a 3.6 C5X6 C2X4 C3XI2 C2X4 8-0-0 16-8-0 3-7-8 9-0-8 12-0-0 24'8" OVER 2 SUPPORTS R=1002# W=3"8 R=899# W=3"8 PLT. TYP.- CLARY-V2 CRTT TP - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGI�ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70878 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS706 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIR.REMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091740 A 0ivl+lcn o1ProAlvje A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpineer+o auet+' Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0--0 PSF BY: OL D CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE- TOT.LD. 37O . PSF ISOI S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS c TPI. AN ENGINEER'S TECHNICAL UPDATE, (7/1/911 FOR SUGGESTED Grana PraIrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNNISH A COPT'OF THIS DUR FAC. 1 • 25 (214) 660-3940 IN ONA.Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, TRUSS PLATE INSTITUTE. NOS .1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONPA I NG 24-.Oma•+ Job: (n370360--Centex Homes Inc 3703 B S D MASTER) / T44 24'8" Special THIS DWG, PREPARED FROM COMPUTER INPUT (COAGS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L B) : 460 380 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 N TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 LO v d H� T C6X6 X4 X4 X X8 T m C3XB m 6p Iry c rr) C3XB (Ai) I C3X8 m C . QX12 a 3.6 C5X5 C2X4 6-0-0 18-8-0 Bpi 3-7-8 9-0-8 1 12-0-0 24'8" _I OVER 2 SUPPORTS R=1002# W=3"8 R=899# W-3"8 PLT. TYP.- CLARY-V2 N CRIT TP FL/1/1/1/F/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT * CLARY DIVISION OF ALPINE WARN.INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70879 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR,ADOITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUI9GMENTS. UNLESS OTHERWISE INDICATED. TDP BC DL 10 .0 PSF DRW USR732 94091741 A Dlricion of A10jn A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 PSF BY: OLD�NL Enpinsereo�oaucts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 37 .0.. � CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE'. TOT.L D. 3 7 .0:. PSF `'. 1801 S. Great SDUthweEt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN-ENGINEER'S TECHNICAL. UPDATE (7/1/91) FOR SUGGESTED., GranD PreIrie, TX 750'51- SEAL ON THIS DRAWING'APPLIES TO TME COMPONENT DEPICTED-HERE DRYWALL APPLICATION: FU.NISH.A COPV OF:IH15-.- - DUR-FAC. 1.•GJ (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY-OTHER.WAY. DESIGN TOTHETRUSS ERECTION CONTRACTOR:. "--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN,WECIFICATION-.FOR,WOOD CONSTRUCTION. SPACING 24'.0.- Job: (Ck3703BO--Centex Homes Inc 3703 B 6 D MASTER) / T24 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 50T CHORD 2x4 SP #2 N UPLIFT (LB): 450 390 c WEBS 2x4 SP #3 : W5 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24.38 In TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w w (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED, ATTACH WITH (2) Bd NAILS. BRACING ID MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. d SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o to v d !U C5X5 (R) C2X4 C3X4 X (R) T T C2X4 cv c e �3X8 N (A) 5 In c C3XB (A 1) C3XB 4 3.5 C5X6 CSX C X C3X5 10-0-0 13-4-0 -1::4j ^"le 3-7-8 T 9-0-8 T 12-0-0 f 24-13" - I OVER 2 SUPPORTS R=1002# W=3"8 R=899# W=3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI F Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINEWARN.INGTRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70880 SHALL NOT BE RESPONSIBLE FOR 3N HANDLING. ERECTION AND ' OLC,, ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUI8BMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF DRW USR732 94091742 ivi.io of Alpine AA4G GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Esq in....a P-0..t., lna TRUSS AMC) UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD AI-Y (YA CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING---SEE 1801 S. Great SOUthweBY Pkwy. CONFORM W/APPLICABLE PROVISIONS,OF.NDS.9 TPI AN-ENGINEER'S TECHNICAL..UPDATE nn/91r.foR.SUGGE6TEO.- TOT.LD. 3-7.0- PSF. Grano ,ralrfe. TX 75051 SEAL ON THIS DRAWING APPVIES-TO THE COMPONENTDEPICTEDHERE' DRYWALL APPLICATION, FURN)SN A,COPY'OF 4HIS: - (2 660 660-3940 IN ONLY. MA SHALL NOT BE RELIED UPON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR-.'F'AC. 1 • 2 5� "--TPI - TRUSS PLATE INSTITUTE. NQS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CDNSTiW/CTION SP A"ITd 2A'.© - ' Job: (04(370390--Centex Homes Inc 3703 B G D MASTER) / T25 24'8" Special THIS DWG. PAEPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 909 CHORD 2x4 SP #2 N UPLIFT (LB) : 440 400 � WEBS 2x4 SP #3 : W6 2x6 SP #1 Dense: BRG.LOC (FT): 0.00 24.38 In TRUSS DESIGNED FOR 110.00 MPH WINO. 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE, ENCLOSED, MWFRS. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ra d 0 (O v . W C5X C2X4 C3X4 C5X5 (R) C4X5 C2X4 T fV v 6 C7 W6 LD CUB m EWv C3X8 (A 1) � 4X a 3.5 C5X5 C2X4 12-0-0 _,0 9-4-0 _1_ 3-4-0 i �^ 3-7-8 T 9-0-8 12-0-0 �- 24'8" OVER 2 SUPPORTS R=1002# W-3"8 R=899# W-3"8 PLT . TYP.- CLARY-V2 N CRTT TPI F1 /1/1/1/E/-/- Rev 17.2h SCALE 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70881 SMALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND 0LC'",1.­ ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUI,RENENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091743 oI A1P A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E.p snterea P-0--t" 1" TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L D t- Lj CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great SOUt11We6Y PI[My, CONFORM W/APPLICASLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED TOT.L D. 37 .0 PSF Grano Pr airle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR. LN 1 . 25 -- TPI TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION 9 24.0", Jo D: jCjx3703BO--Centex Homes Inc 3703 B 6 D MASTER) / T45 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. B-OT CHORD 2x4 SP #2 N UPLIFT (LB) : 340 400 C: WEBS 2x4 SP #3 : W4 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24,37 TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w !U (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED, ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. d SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o U:) V d a C5X5 (R) C5X (R) C2X4 C4X8 C4X5 6 p (A) v r, m C2X4 m v C3X8 (A1) T 1• a 3.6 C X X 14-0-0 5-4-0 5-4-0 3-7-8 9-0-8 12-0-0 C C5X8 2X4 24'8" OVER 2 SUPPORTS R=918# W=3"8 R=901# W=3"8 PLT . TYP .- CLARY-V2 N CRTT TP F[ /1/1/1/E/-/- Rev 17. h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRDssEs REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70882 SHALL NOT BE RESPONSIBLE FOR - IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7. 0 PSF DATE 04/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIRE,MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94091744 A Oivl.ion.f AID— A446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r. FnD in ter..P"ou"' 1- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L D CONNECTORS PER DRAWINGS 130. 150 s 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great Southwest Pkwy, CONFORM W/APPLICABLE PROVISIONS OF MDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED TOT.L D. 37 .0 PSF Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .2�J (214) 660-3940 IN D/A.Y, AID SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--TPI TRUSS PLATE INSTITUITE. NOS " 1921 NATIONAL DESIGN SPECIFICATION FOR WDOO CONSTRUCTION SPA -N 24.0"' i (CX370380--Centex Homes Inc 3703 B 6 D MASTER) / T46 21'0"8 Special THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, 'BC•T CHORD 2x4 SP #2 N UPLIFT (LB): 300 320 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.75 to TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING La MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A D SUITABLE SUPPORT BY ERECTION CONTRACTOR. o to D Ln C5X5 C5X5 (R) C3X4 C2X4 6 C2X4 v T C3X5 -I m 1 1-l5 C5XX (_ 12-4-8 -1::4-:0- 7-4-0 C2X4 C3X4 4- - 21 '0"8 OVER 2 SUPPORTS R=773# W=3"8 R=773# W=3"8 PLT. TYP.- CLARY-V2 N CRTT T Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70883 SHALL NOT SE RESPONSIBLE FOR IN HANDLING. ERECTION AND �7 OLC' ivi.ion AAY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL / 0 PSF DATE 04/01/94 fAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUItiENENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94091745 Oo/ A1Dine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ _ _O 0 PSF BY: 0 L D G Enp ineer+D Proauct+, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 t IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE- 1807 S. Great SOUtnWlSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED TOT,LD. 5-7 .0 PSF GranO Pralrle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. +--TPI " TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION PA NG 24.0"