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Permits 1472 Linkside Dr (vault Folder) BUILDING PERMIT NUMBER INSPECTIONS: UNDER SLAB FOOTING ------- FRAMING COVER-UP INSULATION FINAL bUILDING CERTIFICATE OF OCCUPANCY -f -3 ELECTRICAL PERMIT #___----.._ ROUGH 61 -_3 MECHANICAL PERMIT ti PLUMBING PERMIT # --------------------------- NOTES: CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 July 27 , 1995 Mr . William Powell 1472 Linkside Drive Atlantic Beach, FL 32233 Dear Mr . Powell : Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1472 Linkside Drive a/k/a Lot 161 , Selva Linkside Investigation of this property discloses that I have found and determined that a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Chapter 24, Section 24-163 - Boat Storage i . e. , storage of boat in front of front yard setback line . Aquasport , White, FL 4317 EY. You are hereby notified that unless the condition above described is remedied within five (5) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09 , the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, Karl W. GrunewaId Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL -` RETURN RECEIPT REQUESTED n. m SENDER: yr • Complete items 1 and/or 2 for additional services. 1 also wish to receive the m - Complete items 3,and 4a&b. following services (for an extra It • Print your name and address on the reverse of this form so that we can fee): > return this card to you. m • Attach4ps form to the front of the mailpiece,or on the back if space 1. VAddressee's Address Cr does not permit. L • Write"Return Receipt Requested"on the mailpiece below the article number. C ''' • 2. Restricted D@IlVefy The Return Receipt will show to whom the article was delivered and the date ❑ c delivered. Consult postmaster for fee. Q is 3. Article/Addressedr 4a. Article Number E I q 7a �rnkst� 4b. Service Type to � FJ Registered ❑ Insured 4e "(Av c/� FL 3 _ e I Certified ❑ COD 5 W ❑ Express Mail [:] Return Receipt for 02 ® P",, Merchandise u 7. Date of Delivery w cc 5 ig ture t esse 8. Addressee's Address(Only if requested and fee is paid) c a X Uj 6. Signa r 1Agent) F' PS`Form 1, December 1991 *U.S.QP0.IM-3s2-it4 DOMESTIC RETURN RECEIPT 269 Cat 072 Receipt for Certified Mail No Insurance Coverage Provided PO�SIWSERVE( Do not use for International Mail (See Reverse) t7 Senj to � St/ t �No. P.Oate and ZIP ode O �— 3--2a33 O Postage @r! rlied Fee O 03 Special Delivery Fee a Restricted Delivery fee Return Receipt Showing to Whom&Date Delivered l V Return Receipt Showing to Whom, Date,and Addressee's Address &TOTALFees yS Postage 1 CZ Fees J Postmark or Date C11 Y OF 1*6werz Ve4d - ; 6 800 SFATINOI.E ROAD A"I7.ANT(('BEACH,FL)RII)A 322335445 I LEMONE(904)247-5800 P FAX(944)247-5805 NOTICE To : Water Department City of Atlantic Beach Date. _ ----- — _-__-_____-- i Please be advised that the final building inspection has been completed on each of the following addresses and construction water isno longer requlired: Permit Number Address " I -----____-- C4_-- ALJ_ _--_- -------------- -------------------------------------------- --------------- -___-____-_-___ I------------------------------- -------------- ------------------------------------------- -------------- _ --_-_-_-__ ___;__ -__----_-._---------_-- . _ Sincerely, l Don C. Ford Building Official DCF/pah cc : City Manager f Tecttftcatt of Mccupanq Tito of r Atlantic +'S=4 -- Nloriba +9epartment of Nuilbing Jnopertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 6587 K Group �'/frame Type Construction s/f Fire District Atlantic Beach Owner ofBuildin Centex Veal Estate 66� Sout o nt Drive 9 Address ekso Ville, r B ing Address 1472, LiAkside DriVcLocaiity, Atlantic Beach, Fl, 32233 . " By: 'I7ON C, FQRI�D � F Building Official- Date: 6/22/1.993 POST IN A CONSPICUOUS PLACE l i MAP SHOWING BOUNDARY SURVEY OF LOT �G BLOCK wo AS SHOWN ON MAP OF .SEL 11A L IAA& flAlf ZIAII T Z AS RECORDED IN PLAT BOOK 47 PAGES BS' Q OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: C6c/W fi/OME1' �Ar?Pl ,4T�O�t/ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. 0 PAR T of Go i1.F,? 1A46(17' Lor /, .Qre1-%W i 7, , lwW Z-1 C,,W r @V Aft �x K �,• w.eo fsvco• `� Z Q ~ h Z. Gevtstfc' . • Arc PAO +. Co.✓t/[isi:•,-p � ►� v M h • � s�y .STa�C'co ;� �i a W DIt/PLL� �j ti W/TN /S,. FA✓F S A/4 046*4 1 y lam/ /Z / ?c %''p O h L114.Vo) i• /O G• •� 1• A-, v • ell Q L/,%tlSiL�E ,ORI✓E p h JUN 2 31993 Rnildina and 7nnino CITY OF ri 4Itt— /.iBQCA-99k'll Office of Building Official 1 613 REQUEST FOR INSPECTION Date r .'` i Permit No. Time l Received _.1 P.M, Job ress ��� Locality Owner's N Contractor BUILDIN CONCRETE ELECTRICAL PLBING MECHANICAL 0 Footing 171, Rough Wiring ❑ fl s { Re Roofing D Slab F Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final 0 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. u Friday P.M. J _ A. Inspection Made Inspector allnspection Certificate of Occupancy(" Date 37® z C CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address / q 72- / A-) a ,5 l.0 f D/Z. Date Heated Square Footage@ $ 3 �` S per sq ft = $ (;—a r a—gie-tS h e d L( 10 @ $ per sq ft = $ Carport Porch @ $ per sq ft = Deck — @ S 'i per sq ft = $ Patio -- .4k6 @ $ y.00 per sq ft = $ �`�� TOTAL VALUATION: Total Valuation 1st $ St,aao Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ a2 7,1, + 1/2 Filing Fee - $ 8. vz; ( (� Fireplaces @ $15 .00 $ A -O BUILDING PERMIT FEE $ BUILDING PERMIT $ ` -� WATER CONNECTION S_ SEWER CONNECTION $ l S-0. 00 — WATER METER/TAP $ f5:00 CAPITAL IMPROVEMENT $ _;Z'?,f-.0 d (13/6) RADON (HRS) .0095 $ /a l (/3/6) RADON (CAB) . 0005 $ 6 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ ^-0 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS, 'OR FEES: MechanicalPlumbing Electric/New Electric/Temp = ;Swimmingpool Septic Tank _ Well_____ _* Sign __Finish Floor Elevation SurveyOther CALCULATIONS and/or NOTES: CITY OF Office of Building Official {{ Q REQUEST FOR INSPECTION DatePermit No. Time Received .. 7�_r`�` � 1� —7 Joh Adore s Locality Owner's Name _. _ Contractor' B N+S CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ 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. ed. Thurs. Friday P,M, Inspection Made Inspector Final Inspection Certificate of Occupancy C Date A1C I`A CITY OF 3 Office of Building Official V REQUEST FOR INSPECTION Date_ r l J Permit No. Time f1 •M Received P.M. L/"7y.P Job Address Locality Owner's Name �=f_- X Contractor /�./[ G• BUILDING CONCRETE L ICAL PLUMBING MECHANICAL Framing ❑ Footing Q Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing `❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel r-, Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. d. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector i Final Inspection Certificate of ccupancy❑ Date I DATE: PRE—SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREETn JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MALT: AND AkE SATISFACTORY: i 47/ ----------------- ------ -------------- ------------ ----------------------------- Enclosed are the blue copies of the permits. SIN E ELY, 7 BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA i ,, The following permits have passed "rough" inspection: Permit No. Address Enclosed are our (blue) copies of the permits. Please update your records accordingly. Thank you, BUILDING CLFRK CITY OF ATLANTIC B1 ACH /vcb a ro 3 �� Z Q CD � CD c. a \ n v 0IND m "c 53 t CD N iO o m i1 d 03' Q 1C�1t1 F Z '� Z No o o ?'. l T m 'I °� o -o?' n jj'' //�CITY OF AA //�� f`�&4a& L5 -#; Office of Building Official REQUEST FOR INSPECTION Date/ ( Permit No. Time A.M. Received P.M. f,f Job Address Locality Owner's Name Contractor �'E L BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ F _S� Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ lb Temp Pole ❑ Top Out :! Heating Insulation intel Final ElSewer ❑ Fire Place FJ Pre Fab READY FOR INSPECTION A.M. i Mon. Tues. ` s 1,Wed. Thurs. Friday P.M. Inspection Made �r i ( � / A.M. Inspector Final Inspection Certificate of Occupancy ❑ Date � EPRTIMT tRtt, #wtt ' tTY'$ A71.Ai Ttc � ! C 019 OP 67 Ade . 'T IMS A ' !#� CI 3 2 a Ott4 .. viM}M rG r Win.wti f+4r.+wi t � ; XL � � d ► p.,0 ' s— `.:00 .40 1 �1 C OF ' �I .€ tt M$ b* eR � tv . � , 9AD, 01 .E3 ` ' B; T. it TR r { Y t s{ j `e+-yyyy } (yam {�1�Ny�iy y}���ye'♦lyp.+ �y{ ay4�,Y� �,�{k F a V �Ai.4�rdN �iT. �!1Nt3 l�QpTtIM©S iRT`I T}� � tT'M • �1R /NF 1 �fC}1 J`SIX MONTHS 14F��� } t �}+ [� ry4" ,�y/��{ '{yy��}�` y}y { �f,#�wy1y� yz� ��yy. I/��j y{, 9♦ (y-.. wyi �i �..y(� {� i. '.# �{ 4\A` YM, Yrr #MI �` !0U4'r 8!E i. CLAfEC�` .t '�R1fl HAUL A�AIRt1`tY tTEtNTFtACtt3 Ft t R OW' # t� 00!t BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH 6 ��� ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL, PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, 11. III, and IV. 1. LOCATION Street Address: 1 472 LINSIDEDRIVE OF Intersecting Streets: Between SEMINOLE ROAD And ATLANTIC BLVD'. BUILDING Sub-division SELVA LINKSIDE, LOT#161 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the wort as described in the abcve statement we hereby agree to pe•fcr•n said wo•a a:::•3s-:e with the attectLed plans and specifications which are a part hereof and in accordance with the City of JaclsonvTo ord;-arces a $141:6.2"$ of good practice listed therein. Name of Mechanical Contractors Contractor (Print) MANDAIRN HEATING AND AIR Master CACA1 2623 Nor" of Property Owner CENTEX HOMES 3 Signature of Owner Signature of 2"w Authorized Agent Architect or Engineer III. MOtAL INFORMATION A. T"OVI hooting frol: 8. IS OTHER CONSTRUCTION BEING DONE ON "( Electric THIS BUILDING OR SITE YES ❑ Ga—❑ V ❑ NoNrel ❑ Control Utility .,Iv1' NUM '„ CT C] Oii PERMIT 6587 O aha — Sp.ufy r 1V. MICHANICAL EOUIPMWT TO BE INSTA(lE0 NATURE OF WORK IF 0 Edo complete,Rat of comspomemh all batt of this form) } Residential or ( 1 Commercial cY Host ❑ Spas ❑ Rocessod bL Control D Hoa Lel New Building Air Condrfiosing: ❑ Room tk Control 0 Existing Building Ores Syo.. Met"# BOARD 1Wetw 11 ❑ Replacement of existing system Meairrstrm capacity 1 n n o chn. t% New Installation(No system previously installed) ❑ Rofrigo fi" ❑ Extension or add-on to existing system ❑ Other — Specify C3 Cooling toeror: Gpacffy g.p.mt. -- ❑ Fire geinklen: Numbor of haat — O Seveler ❑ Manlih ❑ Esuletor (mumbor) THIS SPACE FOR OFFICE USE ONLY 0 Gose&**pumps (*umber) , (Roeoi�od) Q Teske (number) RomeAs ❑ LPG comrsioan (numbor) ❑ Uofired pressure wase ❑ so%" Permit Approved by pat. ❑ Other — SW* Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION ]EQUIPMENT CangelNumber unne Description Model Number Manufacturer Agencyjanel► �Y A gene zu 1 CONDENS RANE 10. "asitia '' PARTiM NT OF OWLAiNG 0ITY©FATt,:ANTIC t ' ORV , TZ ON XP OMT k IV Add e 32213 wl� Au Citlxpt los", f z' t ; ..T ,00 M SWI Lca l I is ►� tie y l: + " ,�X30 Tw AAY: R1 M D KY fro 7, `P iM Y /+ P�+h. a4iMR OM1, frig04 HPLORT ;,P II} 'a 5CI ao- ► DRIVE h A. A ,.. ' !k. RADOW it ids } , i 'F77 C�3 I ► P . 32 # lot � ., � a, t r j k ; F C • . ` . ' i Nt�TlCI= ALL C I+tC#"FW�4 AND FOOTINGS MUS 8�.1MIIil�I£ v "I Q lii F'�#I it £ R9IT�flt?31X M0hITHS AFTSA 6i:LOING MA; , IAL,RU ISi�AhlC�fl BRIS FROM TNI&WORK MW I�i�T��.A�t3;11 '�$�{�'r,� �,AUST t r UP; i KAIJOR C)1NN�i� 19- MrsIr � i . FO IIS# A tORWNI3 13 A OV f'l.'ANS W"1CH AAF.FART OF TNlS ? I I T:, 11 5th . " TIf3N Q AFIi�1 !$i# F LAW. v' s"'�.^s,,.¢,.+r` _ �� ���.,y,_.�.. .._....,._ �. ...__,..�,x..... ... .. ��,.,s�,a'r'l'u�i �"s� 'd�'r5tl�,aCr•.rs rP`�w _ .,, -. ���sd-_, ..... De«er- CITY OF ATLANTIC BEACH, FLORIDA ' Approwdby APPLICATION FOR ELECTRICAL PERMIT ;4 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..,,r,..., s .,,,19 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 REACH ORDINANCES. /2C0 ELECTRICAL FIRM: �. „MASTER ELECIRIC1AN$19HATI)RE NAME., f //O-`7e- ADDRESS:. zgs1//fS_ ��C .g21- RP0,......_...80X..�..,�. BLDG.SIZH BETWEEN% RES.( AFT.{ I COMM.{ 1! PUBLIC,( I INDUS.( I NEW( OLD I 1 REW. ADDITION( 1 TRAILER ( TEMP.( 1 SIGNS ( I SO.FT. FEL' SERVICE: NEW INCREASE( 1 REPAIR ( 1 CONDUCTOR SIZE AMPS COPPER A UM C OR BREAKER MPS P W �VO t, EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. size NO. SIZE NO. SIZE 1 LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLE: CONGEALED OPEN TOTAL 0.30 AMPS. 3t•100 AMPS. SWITCHES i,•�. INCANDESCENT FLUORESCENT&M.V. i FIX$D o.too Amps, OVER II'{ APPI.IANCI£8 BELL TRANSP. AIR H.P.RATING H.P.RATING F,S CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT 0.1 OVER s:i MOTORS N.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PH5 M{SCELLANEOUS 87 CITY€3t=,kTl:At�ITtCAM ION NFOROT 00 ': .- Perini t: Na Addris* + ' ok v P,mi . ? ' '*`, u'IL ; RI A 3223 . :Class of Work d -e DZ RIS , Propose,ed " ,6 .. SINGU: 1p1 I�.�i; �Q���h :�� ,• f} wa 11 nc fade: ? Suivi ii z : S LvA" TN ; - smet.ed tial" 53x .t3f1 r + +a CIO- t r $0 .00 , Tot4t Z51 24 Am un T: OM . �M +.. fn f►.y ikwf IF .,^ W .. +5Y`F life M�r �( 4 00 i '01 90 It K + o y 11 I " ■w� .•ypy' : pp�:.y�"a ,. '�jy�,' • }R�. ADM;g1//l�i�...I1 +sfrt«,ry w wl,.ffn W i iM FM' yv a Y i.�4 n1Yr`�Yu �) %fi �"A� .. 4 '9f'+K t Y6 ATM 'A�. _ .'' .'6 • - �DM� 0 . ata r. OTIII "e iV �RR'iG`.eer..: t+'Mt %�+ i�.t f 'i �I I"M t R ttlfG�hf "gFir• MR"► M1 ' t�t«i mtTYVtt SIX.iYo 1 1C P.t17 G' i t o ci rw�Ma i R't t , u ets�i �L t Ri a t i " WO K r i s tc r t by ue ac , to MUST: �uBE Pi� i tiAUt:Et9 AWAYY'E�fiFtER,CONTRACTOR QR®WISER'' . THE MEC � I`EY +1t TINE # l � t1`5 , H Nit !? ACC" 3FtL thtC TOWPP—OVE :f t+iS.1i11HiCH ARE PART fit` t; i t�AtT:At�ti9, � cl`t4N 0 A#�PLtCtt3L Pfitt$ttN 3 ATLXNT C BENClE--NT� y ,`>F{e��s,.u'-,its. •", ..�.*, .a, 1 � ar ";'e.`r _,w.�._a,.�.._.sb.!Gs" 'Y z,3`uaa�xu�`~'`,u' .. .f.-,, . ems.. mss..v 'ROPtRTY DESCRIPTION CITY OF !'gtfaatic �eacl - �la:c�a ++,,, I• ?IGOCEANBOUI.EVARD _ot ------* --Block I........Section I-------- P.O.BOX 25 ATLANTIC BEACH.FLnRtDA 3.1231 subdivision:_ ___ r_ ��- % 15. 1�Q TFLEPHONE19;J<124?2:4. atrvet )1asoqI(��j oa- �;� �.` a r DESCRIPTION OF WORK sr Address;-------1 ------��-A- ------- . If in s FLOOD HAZARD C 'load Zone:--------------ores complete page 3. Brief �I Desaription1,43 6e�a LA Ta C(2 -• Q DClose of Works 4New/Remodel/Addition) :OHING INFORMATION , @ ISA„ 1 � Type of R 1 g Coonslruct ion sig)="-_ Q :oning Proposed s3u�.lding an Zoning ! � 'istricts -�E=_- Uses_ Estimated Value ------ -- �t------------ :xeeptions or Nsterialss : ------ arionces Granteds_ � Solid or ---------------------------- Filled -------------- Grounds-------------Root:----------- OWNER INFORMATION Method of Heating: Lt _ Property Owners ---. �«--__---Cep ---- Phones Moiling �• Address-----= ®---�? - i _LLJL..=a2.-------- ------ ---------- Zips-- CONTRACTOR INFORMATION Contractors----- l�_L: - Mailing -�-�=1-��--------------------------------- Phones _ Addrepal------------------------------------------------ ------------------------------------------------ Zips--------------- Q Cr � Expiration License Numbers „ Dates I MERC1V CERTIFY ?MAT I NATC RCAD AND CXANIMCD THIS APPLICATION AND KNOW TN[ SARC TO CC TPIJC AND CORRECT. ALL PROVISIONS OF TMC LAWN AND ORDINANCES OOVERNINO THIS TYPE OF WORr. WILL e[ COMPLIED WITH, WHCTNCS SPECIFIED MERCER OR NOT. TUC GRANTING OF A PERMIT DOCS NOT PPEZJ'E Tl a +� GIYC AUTHORITY TO YIOLATS OR CAN TNC PROVISION! OF ANY FEDERAL. STATC OR LOCAL I�LS:- � v �. RCOULATION3. ORDINANCE'S, OR LAWS AN NANN[R. INCWOINO TIIE GOVERNING OF CONSTRUCTION OR •�'I ►CRFoRNANCC of CONSTRUCTION 0/ T C PRO CCT. I UNDCRSTANO THAT THC ISSUANCE OF THIS PERMIT 1: CONTINOCNT UPON TIN[ AS01►C f ATION CI UC ORRCCT AND THAT THE PLANS AND SUI►ORf1MG Atr DATA HAVE NCEN OR SMALL SC P IDED AN REO Owner Signature --------- ---- - - -------Da e------------ Oste Contractor Signature-----------------------=�-- ----------- - FLA. 1967 LAWS FS 713.13 aw ....._ atirr o C��axrtixt�ext �e taex�f WRCPARC IN PUPLICATCS Quo futlottt it mug ant>rErn: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Descriptionof property............ .�........ ..11..Q ... .. .. .......j.............................................................. .....................I.` . ( -.......... , . :: ....... ................................................................................................................. AQcording to plat thereof recorded in plat book, pages ofthe current public records of Duval County Fla. ............................................................................................................................................................................................................................................... General description of improvements...............Constr ...........uction of Single Family Residence . ............................................................................................................................. Sntith...g .z .ge...on...concrete....s lab:L.................................................................................................................................... RETURN TO: KARLA STRAIT, 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 ............................................................................................................................................................................................................................................... Owner........CgNTEX....REAL.... ;S.TA! ....GQRPORATION.......................................... ................................................................. 6620 SOUTHPO.INT DRIVE #400 JX. FL. 32216 Address.............................................................................................................................................................................................................._............. FEE SIMPLE Owners interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name..........................................................................................................................................._....................................................................................... Address......................................................................................................................................_...................................................................................... Contractor.........SAME....AS.... WNER.................................................................................................................................................................. Address.......................................................................................................................................................... ..................................................... Surety (if any)..........................................................................................................................................................................................................I..... Address.....................................................................................................................................................Amount of bond S.................................. Name of person within the State of Florida designated by owner upon whom notices or other documents may be served- Name ................................ erved:Namr ...... ... ........... .......... Addres's:.... (Q 6--Qo.......... .- ...... .1L .......... .` .�..`+�... In addition to himself, owner designate:; the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name.............................................................................................I............... ...... ........... ....... ................................................................. Address............................................................................................................. .... ........... .............................................................. T141S SPACE FOR RECORDER'S USE ONLY I CITY OF ATI.,ANTIC 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. 2 BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATA (8) TUB OR SHOWER STALL (6) / 2 © 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) 1 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) f 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) C'P 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) 's SHOP (2) SURGEONS SINK (3) © LAVATORY, SURGEONS (2) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS d �^S @ $20.00 EACH $ y �V 7 ' JOB INFORMATION_/% �IAI vs (,0` i - K F, r. v -t t'.. IC C5 Tp 1 { I , POO I i , raw c �;, .00 142 .001;t ,- 00 WK L , ` G _ , J` , ._ ... E Mal thin " Kin b. .... i ip.. ,- .. ANY, I . , I r I a � a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: _ 1^__ ! r � _S�__ �• PLUMBING CONTRACTOR:- DON HARRIS PLUM, ,ZIC, ------------------------------------------------------ LICENSE NUMBERS:---------------------------------------- C F C 0 19 19 4 ----------- ------- OWNER ---------------- ---- ----- ------------------------4-0-dQQ-- �eABUILDING CONTRACTOR: ��-� TYPE OF BUILDING: �L1___ _ ___SINKS _____�_ ___SHOWERS LAVATORY _____7___WATER HEATERS BATH TUBS _/-t-DISHWASHERS _ URINALS ____ ____DISPOSALS _ CLOSETS ----WASHING MACHINE FLOOR . DRAINS __________OTHER TOTAL FIXTURE _COUNT --- - ----------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE •IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-i,: a - _, , .._ ,. ; , _. ,:�, , , ,_. , _, .J ._ r � .. .... .. ,. ,. ... �. t. r' `` ��. .... .. � - � , .. - � i M :, .s i .. :..I � ,,I', .. ,:. .. .. ,. .. '...r .. ,.. '. �, �3 .-�, �� ,: -, �._, :� '. � i � � �-�� �, .. .,. . ,,,:.. . a - �:.� , � . r x� t� .,. � _. _ � .. ___ _ ._.. _. � u�-.. - : ._ ,_ , . TRUSS SPECIFICATIONS 1 FOR Centex eMWA & C 370A, The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21 H-23. DRAWING NUMBER DATE 14878 1018 Rev.1 3-25-9 14878 2018 Rev.1 -25-9 14878 3018 Rev.1 3-25-93 148 40151 3-25-93 148 - 5- 148 5018 Rev 3-25-93 14878 6018 Rev.1 3-25-93 7018 Rev 3-25-93 14878 8018 Rey.1 3-25-93 14878 9018 Rev.1 3-25-93 148T8 10018 Rev.1 1-25-93 1 878 11018 Rey.1 3-25-93 14878 12018 Rev.1 3-25-93 14878 13018 Rev 3-25-93 14878 14018 Rev.1 -25-93 tp 14878 15018 Rev.1 3-25-93 14878 16018 Rev.1 3-25-93 14878 17018 Rev.1 3-25-93 14878 18018 Rev.1 3-25-93zlf D F G.5 QQ •S s A G iR 61993 �'`��.FRED GN�•`�• Ouilding and Zoning ���irruuuNe►\��� 11 L.NNBER SHALL BE OF THE SPECIFIED MINIMUM SPADES, 51 CONFECTOR PLATES SHALL BE 111STALLED SfwETRICALLV ON 10) ALL TE151011 CHORD MEMBERS A5S'JMED TO BE CONTIt410UUSLV 13! J IIIOICATES I.ATEPAL SPACING MEMBER (/1--114 SPECIES. M4b`19x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE .DINT BRACED By EITHER 3/0' MIN) PLIWOOD SHEATHING. 1/2 14) INSTALLATIGI AMID ERECTION OF THE TGJSS. PERMANENT. MID IS OF MI TMEp ALLOWAM_E STRESS'JALUES, ALL 'IAL ES USED Bj TOP CHGPO SPLICES ARE NOT PECOMI4ENDE0 TO GCCUP (MIN) DPN MALL O4 BRACING MEMBERS SPACED 10' 0- (MAX, TEMPCRAPV SPACING SHOULD BE OONE IN ACCGPGAIKE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOPG SPLICE. UILESS NOTED OTHERWISE, CUPREIIT TPI BRACING AIG ERECTION PUBLICATIGHS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: (ATC 2342. FHA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MENDERS ASSUMED TO BE CORIMIOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI OESISN SPECIFICA- FOREST PRODUCTS ASSOCIATION_ 7251. BOCA FILE 86-125 BRACED BV EITHER 3/8' (MIN.) PL4HGCD SHEATHING. 1/2' TIONS FG+METAL PLATE COAECTEO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SNOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TPl15SES. NN 31 COECTOR PLATES SIZES ARE BASED ON AXIAL.FORCES ONLY. 014 THIS DRAWIID. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAN. Al CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIeN 121 ® INDICATES BEAM1140 LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKE14 BURI14G SHIPPING MIO BV LENGTH (KONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OFERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS LOADINGSIZE CALL OUT IS PLATE LENGTH, IOE14TICAL AND CONFIGURAIIGN. -CCANF IGl1RATI0N AND LOADING SPECIFIED BY FABRICATOR -AODITIONAL PLATING FOR HANDLING TRUSSES IS RESPOINSIBILITY OF FABRICATOR- ALAN 5-3-4 4-8-12 4-8-12 5-3-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-4-3 12 $�XS 350. 12 3591 359# a 184 1By# 1 \\ f \ N 65# !29# 129# 6510 n \ r r 913/ 9131 m 13.5136% 13.5136X all I� 3x4 3x4 3z1 3x4 20 PLF 6-10-3 6-3-11 6-10-3 1-4-0 1-4-0 Forces(L-P) 20-0-0 TOP BOT WEBS -1485 1327 -323 -1300 906 400 -1300 1327 480 -1485 -323 BUILDING TYPE: Enclosed Residential CODE: standard Building Code (SBCCi 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area No trusses: It Maximum deflection occurred at bottom joint 03. UPLIFT CONNECTION REQUIRED: 6,39 #) AT EACH SUPPORT. Maximum Live Load Deflection of .063- (1/16), Index-.094, (L/3810) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Maximum Total Load Deflection of .098' (2/16), Index-.098, (L/2449) SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. A Pcd 3-25-93 Oot, A:-s- (%*-r P49-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 20'0' COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 112 N SP I OF1 (214) 660-3940 AExi-- NC. FOR STL LL BC 0 WEBS LAYOUT I0: 1 PD 152 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 ---------- ----------- -___.— _._.. EXCEPT AS MAY BE NOTED 3/16_ _._ IILUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE IIISIALLED SVW4ETRICALLV ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIIAX)USLv 131 0- INDICATES LATERAL BRACING MEMBER (IIA MLN.) A SPECIES. Aj0 12S MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE .MINT SPACED BY EITNEP 3/0" iM2111 PL(MOOO SHEA7141110, 1/2' 141 INSTALLATICII AND ErECTIGI OF THE TRUSS, PErUM&IN, AND is OF HIGHER ALLOWABLE STRESS'VALUES, ALL vAL1ES USED 51 TOP CHOTD SPLICES APE NOT RECONEnDED TO DCCUP MIN) DRvMALL OF BRACING MEMBER:SPACF.0 10' O G 1009j, TEMIPOPARH BRACING SHQJL0 Of DOIE 114 ACCCPOAHCE WITH FOR OESION AK SASEO ON THE LATEST EOITIO14 OF THE NA- OIPECIL' ABOVE A BOTTOM CHO G SPLICE. UNLESS NOTED OTHERWISE CURREIH IP1 BPACLIG AND EFIECTIGN PUBLICA11C41S. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014, SBCC 11) ALL COMPRESSION CHICRD MEMBERS ASSUMED TO BE CONTIMUDUSLY16j THIS DESIGN CD1f DRMS TO CURWHT TPI DESIGN SPECIIICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 06-125 BRACEO BY EITHER 3/8" IMIN.) PLYHQrD SHEATHING. 1/2' TIONS FOR METAL PLATE CCNECTEO *000 TRUSSES MND 21 THIS DESIGN I5 BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITv STANDARDS FGA TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OLV. ON THIS DRAWING. AND INSTALLATION D USE SHALL CONFORM MAX), UNLESS NOTED OTHERWISE. 161 N O MEMBER OF THE TRUSS MAV BE CUT OR 14WIFICO IVH ANN HAKv. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OESTON 12) ® INDICATES BEARING LOCATIO14. 17) SPECIAL HANDL111D CAPE SHOULD BE TAKEN OLIAII40 SHIPPING AND BV LENGTH (ALONG SLOTSI AND THE ORIENTATION OF THE 9j THIS DESIGN IS APPIACABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nIS-9/ FOR PECC44ENDATIO4S S17F C&I OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL ID CONFIGURATION, -CONFIGURATION MND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. '-SPECIAL HANGER FOR USE WITH MULTIPLE MEMBER GIRDER, CAPABLE OF SUPPORTING AND TRA14SFERPIIJG CONCENTRATED LOAD OF 2011.4 LBS. FF04 ONE SIDE TO ALL MEMBERS OF GIRDER IS PEDUIPED. HAUGEP TO BE DESIGNED Be A PROFESSIONAL ENGINEER AND PROVIDED BY OTHERS IF BOLTING IS REQUIRED. THE EFFECT OF BOLT HOLES ON THE TRUSS MUST BE VERIFIED BY CLARY DIVISION OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. 2-11-B 2-2-f0 + 2-2-10 , 2-11-5 1 1 Max Haight 2-11-3 37 PLF 12 6 820 12 901 90# a 'Aj'AA 3{s 49# y y 491 y y 44# 3890 2909/ 2108# 906/ 2559# 4158# 13.5136% 13.51592 :I I: 10 PLF 3Xa 7X8 /v 3X8 4 # 14LO 28110 ]6 9/ 16 9f Forces$L-R) 2-11-6 2-2-10 2-2-10 , 2-11-6 TOP BUT WEBS I 1 -5513 4930 369 -5053 4930 -495 L 10-4-0 , -5053 6406 4436 -7163 6406 -2267 BUILDING TYPE: Enclosed Residential 2108 CODE: Standard Building Code (SBCCi 1991) WIND SPEED: 110 mph n UPLIFT CONNECTION REQUIRED: 41 8 N AT EACH SUPPORT. MEAN ROOF HEIGHT: 13' NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW TRUSS LOCATION: (Se) area SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses: 1 Truss designed to support side of Hip Set with span 34-8-0 Maximum deflection Occurred at bottom joint 03. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of ,059" (1/16), Index-.171, (L/2102) TDP 10d NAILS 12'O.c. Maximum Total Load Deflection of .092' (1/15), Index-.178, (L/1348) o /� ` BOT 101 NAILS 4•O.C. — 1`NV WEB 10d NAILS f2'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. 2E✓ .3-7S-93 0110DAI-DO NOT NAIL OR BOLT THROUGH TRUPS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10*4' GIRDER T-16 v ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - J 1801 S. GSW E. T BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 ZD u GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 /1 OS SP LAYOUT ID: F' 1214) 660-3940 L A -IFi�. FOIi STL LL BC 0 _______-_, WEBS 350 OL SC 10 2x4 03 SP ADDRESS: LMEMBER TRUSS PLATE INSTITUTE 33.33 SCALE' 1 �� _______—____-- -__________ TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 �� / f) LONGER SHALL BE OF THE SPECIFIED MINIMUM GRADES, BI CONNECT OR PLATES SHALL BE IUSIALLED SiMHETPICALLV DN 10) ALL TENSION CHORD MEMBERS A55UMED TO BE CONT 114JOUSLf 13) 14' INDICATES LATERAL BRACII4U MEMBER (IX4 Mill,,SPECIES, AND 12%44AXIMJM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED OV E1144EP 3/e" (MIN) M.YW000:A4EATN1140, 1/2' 141 INSTALLATION MU EHECTIGN OF TIE IPlJSS, PEHMAN4l4T, A4X, IS OF HIGHER ALLOWABLE STRESS VALUES, ALL 'AM.UES USED 8) TOP CHONG SPLICES ARE NOT RECGM4ENDEO 10 OCCUR IMIN) OPYWALL OR BRACINi MENUP':':PHTII f0' 0 1 IMA/I. TEMPOPAP(BRACIN', 1-6',AU BE UGE 114 ACLCRGANCE 0I1,1 FOR DESIGN APE BASED ON THE LATEST EDITION OF THE MA- OIRECILY ABOVE A BOTTOM CIIOP(•SPLICE. UNLESS NOTED OTHERWISE CURRENT IPI BRACIN(.A140 EPECIIOI W.IBLICATIG4S. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL WINGERS: UBC 2342, FSU 1C8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CONTINIOUSLY151 THIS DESIGN CONFORMS 70 CJPREIIT TPI OESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOOD 1RUSSES AND 21 THIS DESIGN 1S BASED O4 CLARY CONNECTOR PLATES ONLY. el THIS TRUSS HAS BEEN DESIGNED FON THE LOADING SHORN (WIN.) OR'fWALL ON BRACING MEMBERS SPACED AT 16' P.C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS OIAWIIG. INSTALLAIIGN MNG USE SHALL CONFORM @MAX). UNLESS NOTED OTHERWISE. 15) NO MEI4BEA OF THE TRUSS MAf BE CUT GO MODIFIED TIN ANY NAY. 4) CONEC70A PLATE SIZES ARE CALLED DOT WIDTH (ACROSS SLOTS) WITH THIS DESIC44 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OWING SHIPPING M40 BV LENGTH (ALONG SLOTS? AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHOOTER SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE HIB-91 FOR PECON4ENDATIO4S SIZE CALL OUT IS THE DIRECTION OF THE PLATE LENGTH- IDENTICAL LOADING U CONFIGURATION. -CONFIGURATION MTD LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RM 1 5-0-0 f-5-14 Max Height 2-10-3 37 PLF 1 m 12 N I 82/ a � � 620 " o � N tu 3851 3850 n T T 4671 4670 (3.5113% (3.5113% �If I: m 174.5 PLF N* 3X4 Ny L 5-0-0 4 , Farces(L-R) TOP BOT WEBS 1 1-4-0 1 5-0-0 0 0 -83 t ZIBUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph ' MEAN ROOF HEIGHT: 13E No trusses: 1 One Half of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: 2 1) AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. j. ©RNry 3-25-9,3 OwD A4cf l�IJ�I Cs-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0" NG T-15 ALPINE ENGINEERED PRODUCTS Inc P 4 V 2000 2-0-0 LL TC 30 2X4 12 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 ^ i= GRAND PRAIRIE. TX 75051 7.0 DL TC 7 WEBS 2X6 #1 DS SP LAYOUT I0: 0F� (214) 660-3940 A N L LL BC 0 48 DL BC 10 2X4 03 SP ADDRESS: y: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL q7 ' i EXCEPT AS MAY BE NOTED i 112i 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM SPADES. 6) CORELTOR PL A1E5 SHALL BE II15 tALLEO SNMNE7aICALLY 011 f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE CON11"LOJSLY 131 INDICATES LATERAL BRACING MEMBER (1X4 MINA °SPECIES, " 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8' (MITI) PL(WUDU SHEATHING. 1/2 141 IIISTALLATIO4 AND ERECTICH OF THE TRUSS. PEr.MAHENT, ANG IS OF HIGHER ALLOWABLE STRESS'VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT PECCwfENOED TO OCCUR (NUN) DRYWALL OR BRACING MEMBERS SPACED 10' O.c. (MAX). TEMPOPARN BRACING SHOJLD BE DONE 1N ACCCPGANCE MITH FOR DESIGN AWE BASED ON THE LATEST EDITION OF THE HA- OIRECTLO ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AMID ERECTIO/P'JBLICAIIONS, 11ONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMI0USLYI5) THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING, 1/2' TICK FDR METAL RATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SNOW (MIN.) ORYMALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FGR TRUSSES. 31 CM84ECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) 110 IE14SED OF THE TRUSS MAV BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION 17) SPECIAL HANDLING CAPE SHOULD BE TAWEU DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTEN SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE HIS-91 FOR RECOMENOATIONS SIZE CALL OUT IS THE DIRECTION Of THE PLATE LENGTH. IDEIJTICAL LOADING AND Gl -CONFIGURATION AND L AO NG SPECIFIED B/ FABRICATOR HI`PETITIVE MEMBER STRESSES 140T USED. -AODIIIO4AL PLATING FOR HANDLING IPUSSES 15 PESPO SIBILITf OF FABRICATOR. -THIS TRUSS IS DESIGNED 014LY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAPY. RUN 1 4-3-6 1 8-8 1 2-0-0 1-5-14 Max Height 2-10-3 74 PLF n T'. M p SSG N 12x 174r 89r 630 ru Lj A, 6 m 0 i 1481 m c � 651 230 T 7 �-- 40! 2970 T (3 5111X 0 3060 7x5 3x4 0 13.5112% mT � 3 12 20 PLF 3x4 1 4-3-9 L __ _ 2-8-a H T 1 FOPC!9(L-P) TOP BOT WEBS 1 1-4-0 _ 7-0-0 _ _ -529 487 -175 4 -529 295 399 0 -363 -64 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' No trusses: i Maximum deflection occurred at bottom joint 02. TRUSS LOCATION: (Se) area Maximum Live Load Deflection of 0' (0/16), Index-.049, (L/7636) UPLIFT CONNECTION REQUIRED: 2.64 0 AT EACH SUPPORT. Maximum Total Load Deflection of 0' (0/16), Index-.051, (L/0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Rry 3-z5-q_314/40.1.7 4r-F. U� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7*0' MHV-5 WG j-► ALPINE ENGINEERED PRODUCTS Int V 2000 2-0-0 LL TC 30 2X4 e2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X4 112 N SP (214) 660-3940 LA ARS �N�FDASTL LL SC 0 WEBS LAYOUT ID: 174 33.33 OL SC 10 2X4 83 SP ADDRESS: 6 SCA E: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 112 mI' It L(W41EP SH/,LL BE OF THE SPECIFIED MINIMUM GRADES. 51 COrAECTOR PLATES SHALL BE IIISIALLED SVMI4ETRICALLY ON 10) ALL TEN51O1 CHORD MEMBERS ASSUMED 10 BE CONT1NU9JSL. 13) ' 1ND/CATES LATERAL BRACIIW MEMBER (I/A M1ILj SPECIES. AND 192 MAAIMJM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" iMINI PLYWOOD SHEAIHIMI, 1/2' 141 INSTALLATIGII NAD ERECTION OF THE TR`JSS. PEFMANENi. AIG IS OF NIGHER ALLOWABLE STRESS'VALUES. ALL VALINES USED BI TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR MIH) DR'/MALL OR BRACING MEMBERS SPACED 30' o C. IMA(:. TEMPORARY BRACING SHOULD BE DONE IN ACCCRGANCE WITH FOP OESIGM APE BASED ON THE LATEST ED fION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS 140TED OTHERWISE. CUPRENT TPI BPACIMG AND ERECTION PU6LICATIGN5, TIONAL DESIGN STANDAPOS PUSLISIEO BY THE NATIONAL 7) 'V-2000 APPROVAL tFJMBERS: UBC 2342. FMA TOG 2014, SB[C 11) ALL COMPRESSION CHORD ME14BERS ASSUMED 10 BE CONTIN'JOUSLVIN THIS DESIGN CONFORMS TO CURRENT tPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-125 BRACED BY EITHER 3/a- (MIN.) PL(H000 SHEATHING, 1/2- TIONS FOR METAL RATE CGIWECTED WOOD TRUSSES MG 21 THIS DESTGH IS BASED ON CLARY CON4ECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGMEO FOR THE LOADING SHOWN MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' O.c. QUALITY 5TANOAROS FOR TRUSSES, 3) CONNECTOR PLATES SIZES ARE BASED(04 AXIAL FORCES ONLY. 014 THIS DRAWING. IIISTALLATIOI AND USE SHALL CONFORM (MAX), UILESS NOTED OTHERWISE. 161 HO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES APE CALLED O'JT WIOTH (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES BEARING LOCAIIGN 17) SPECIAL HANOLIIND CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIG14 IS APPLICABLE TO SNORTER SPAN TRUSSES of ® ERECTION OF TRUSSES SEE HIB-91 FOR PECGMENDATIONS Of YME PLATE LENGTH- IDENTICAL LOADIIIG AND CONFIGLIRATION, -CONFIGURATION APO LOAOIMG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. ADDITIONAL PLATING FOR HAtIOLING 1RUSSES 15 RESP(xN51BILIff OF FABRICATOR, -ANTICIPATED HORIZONTAL MOVEMENT 11NDER TOTAL LOAD - .274' 3-5-11 3-6-9 RUM 4-3-8 3-4-13 3-7-7 5-4-5 5-2-9 5-9-1 RUN 1-5-14 02 02 12 02 #2 02 1-5-14 Max Height 9-6-3 74 PLF 12 Q6 332# 5745 2650 3910 2571 2540 395/ 12 Q 3+� 2770 2020 8 \ 148► 860 930 940 127# 1610 80# 'A 400 16021 3x7 16011 13 5163 \' 13.5146% I� � f [ 9%12 3x4 3x4 3x4 M 3x4 3,13 on 3x7 3%12 3x5 Nn 20 PLF c 3 12 F-1 f-f-12 4-3-0 4-7-9 4-7-9 4-9-5 7-11-10 7-2-10 z 02 02 02 2- 02 Forces 1141) 1-4-0 2x4 4 2x4 2x4 2x4 4 'J'(14 2x1-4-0 TOP BUT WEBS WEBS 34-41-0 -5919 5435 -278 480 -5919 3370 2500 -368 -3436 2665 -799 0 -2571 2153 927 -1918 2189 -794 -1918 2641 810 -2678 -887 -2954 1383 -679 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) No trusses: i Maximum deflection occurred at bottom joint 03. WIND SPEED: 110 q* Maximum Live Load Deflection of .36' (6/16), Index-A.311, (L/1155) MEAN ROOF HEIGHT: 131 Maximum Total Load Deflection of ,564' (9/16), Index-.325, (L/738) TRUSS LOCATION: (Se) area ___ ,/ / UPLIFT CONNECTION REQUIRED: 1016 AT EACH SUPPORT. 0 V- NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Qi QEV 3-Zs--93 0IIJ D *-F SEE-NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34*B' SPEC T-8 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC - 1B01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 MI D5 SP LAYOUT ID: OF' (214) 660-3940 PLATEN OH LL BC 0 WEBS _ 790 OL BC 10 2X4 03 SP ADDRESS: SCALE: 33.33 1/8 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED (1„ 0N LUMBER SMALT. BE OF THE SPECIFIED MINIMUM GRADES, 5) COIMIECIOR PLATES SHALL BE 111SIALLEO SIMNEIRICALL'I 011 10) ALL TE14SI011 CHORD MEMBERS ASSUMED TO BE COIITIIDOJSLY 13) '*- INDICATES LATERAL BRRCIIIG MEMBER (1X4 M111.) SPECIES. ANO 19%MAYIMJM MOISTURE CONTENT. On SUCH THAT THE JOINT. SPACED BY EITHER 3/8" IMI10 PLIWOOO SHEA7HII)3. 1/2" 141 1NSTALLATI011 MG ERECTICII GF THE 1PUSS. PERMMEIIT. ME 1S OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHCAO SPLICES ARE NOT RECOMMENDED ID OCCUR (MIN) OPYNALL OR SPACING MEMBERS SPACED 10' R C. (MAYi. IEMPCPAPI BRACIN5 SM0JLO BE GONE IN ACCORDAMCE WITH FOP DESIGN APE BASED ON THE LATEST EDITION OF THE TNA- OIRECTL'I ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING MG EPECTIOI PUBLICATICIS. TIONAL DESIGN STANDARDS PUBLISHED BY THE/NATIONAL 71 V-2000 APPROVAL ULOWSS: U8C 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTItAX)USLY15) THIS DESIGN CONFORMS TO CURRENN TPI OES15N SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TICK FGR METAL PLATE CWRNECTEO 0000 TA SSES AtG 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 81 THIS TWJSS HAS BEEN DESIGHEO FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" o.c. QUALITY STANDARDS FCA TRU5SES. 3) CONNECTOR PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. ON THIS DRAMIIG. IIISTALLATICI A14D USE SHALL CONFORM (MAX). UNLESS IDTED OTHERWISE. 16) ID MEMBER OF THE TRUSS MAY BE CUT OR 14WIFIED IN ANI NAI. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARI110 LOCATION. 17) SPECIAL HANDL1110 CARE SHOULD BE TAKEN DURING SHIPPING MID BY LENGTHIALONG SLOTS] AD THE ORIENTATION OF THE 91 TNIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-9t FOR TECOHMENOATIO S J N C NG G C IE GUR T 1 -C011FIGURATIO14 MID LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 PESPONSIBILIT( OF FABRICATOR. -AIT ICIPATED HORIZONTAL MOVEMENT LRIDER TOTAL LOAD - .572' 3-6-9 ALAI 4-3-8 3-4-13 3-7-7 4-5-11 4-4-15 4-4-15 4-3-6 1-5-14 02 02 02 02 02 Max Height 9-5-3 74 PLF 12 qh}� D 6 3><`� 3021 �L! Q 6Y 5 5 25143326 26# 254# 23 12 277# 311# 1480 148# 86# 930 941 1154F 1060 orb 401 400 \\ \ z N 0 3}4 16650 1665/ 13.5148% (3.516611 0 m 1 m I HS714 3x4 3x4 5x6 3x4 7x8 4x12 a 3 v BXf2 20 PLf 3 12 12 4-3-8 4-7-9 4-7-9 4-9-5 6-9-2 6-7-6 4-3-8 02 42 N2 02 02 f2 Forces(L-R) 1-4-0 2x4 2X4 2x4 2x4 2X4 2X4 TOP BOT WEBS WEBS 36-0-0 -6604 6088 -278 791 -6604 3532 2925 -711 -3696 2865 -859 1884 -2772 2327 909 -312 -2096 2398 -827 O -2096 3048 837 -2995 4645 -909 -5039 1571 -5039 -B51 BUTTOTNG ]Y-E: ENCLOSED RESIDENTIAL No trusses: i Maximum deflection occurred at bottom joint #4. CODE STANDARD BUILDING CODE (SBCCI 1991) Maximus Live Load Deflection of .474' (8/16). Index-.395. (L/911) WTNU SPEED; 110 MPH MEAN ROOF HEIGHT: 13 FT. Maximum Total Load Deflection of .742' (12/16), Index-.412, (L/582) TRUSS LOCA'ION: (Se) area RECOMMENDED CAMBER: .4' UPLIFT CONNECTION REOUIRED: /019# AT EACH SUPPORT LOCATION. NET WIND POESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 'U AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. �R�d 3•ZS•g3 yJMp /u.t CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' ST.VAULT T-7 Q 1/ ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 Y2 Os SP ENG. FOR: TRUE TRUSS INC - i 1 IL 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 1 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 #1 Ds SP /Vf+1F y1 (214) 660-3940 LA A EA'— -INE.-F0i7 STL LL BC 0 WEBS LAYOUT ID: (J 844 OL BC 10 2X4 03 SP ADDRESS: ——-- MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 225 h.9. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I ! LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5! COXECTOR PLATES SHALL BE INSIALLEO SA414ETRICALLY ON 101 ALL IExSIO14 CHORD MEMBERS ASS9MO TO BE CONTINUOFSL4 13! / INDICATES LATERAL SPACING MEMBER 0X4 WIN.i SPECIES, AND 19%MAXIMJM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" (MIN! PLINOOD SHEATHING. 1/2- 14! INSTALLATION ANE:ERECTION OF THE TRUSS. PEPNAIENNT. A1C. IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED Bj TOP CHORD SPLICES APE NOT PECOHHEHOEO TO OCCUR (MINj DPYXALL OR ORPCNG MEMBERS SPACED 10' O.C. (MAXj. TEMPOPAPI SPACING SHOJLO BE DONE 114 ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- GIPECTL'I ABOYE A BOITWN CNOPD SPLICE. U.ESS NOTED OTHERWISE. CUUPENT TPI BRACING MD ERECTION PUBLICATIONS. T IONNAL DESIGN STANDARDS PJBLISEO BY THE NATIONAL 7j Y-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SeCC Ill ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINOUSLY15j THIS DESIGN COLIFORMS 70 CURRENT TPI DESIGN SPE CIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED 8V EITHER 3/8" !MIN.) PLYWOOD SHEATHING. 1/2- TIONS FOR METAL PLATE CGNECTED NOW TRUSSES AND 2) 1X15 DESIGN IS BASED ON CLARE CONECTOP PLATES ONLY. B) IHIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SOWN Mlx.l ORYWALL OR BRAC NIG MEHBEMS SPACED AT 16 R.c. OUALITe STAIGAADS FOR TRUSSES. 3) CONECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OLI. ON THIS DRAWING. IIISTALLATIOI AND USE SHALL CONFORM MAX), ULE SS NOTED OTHERNI5E. 181 /p MEMBER OF THE IFiU55 MAI BE CUT OR INDD tf NEO [N N4N MAN. 4) CONECIOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE HIB-9/ FOR RECOMMENDATIONS C 0 1 ID COIF GUR G -COIjFIGIIRATIDN AND LOADING SPECIFIED BY FABRICATOR ®BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE HEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1990 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOfNSIBILITY OF FABRICATOR. WINO SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONL-� FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: /0/sX AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL NOVEMEINT UNDER TOTAL LOAD - 518' NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIRc-MENTS. 3-1-4 3-1-1 2-8-0 3-f1-0 RUN 4-3-8 3-f-4 3-4-12 4-2-8 3-11-0 4-3-8 1-5-14 #2D3 121>3 02 02 02 •2 02 02 74 PLF Max Height 8-10-3 12 Q 6 3 224/ 2548 �1y m h Y 240# 301 230# 297# a3x43x4 3,p7 230# M\ N\� \ 293# 12 8)< 263# \ �\ 8 � 148#m 81# 83# 86# 71# 86# 120#TU N1665# 1665# (3.5148% 13.5)66HS714 5x6 3x4 he 4X12,3 3 C.- 8X12 20 PLF 12 12 1 2-8-0 4-3-8 -1-1 4-1-11 4-5-3 6-2-0 5-10-8 4-3-8 02 02 02 #2 02 02 IJ D_T'�h Forces(L-R) 1-4-0 2X4 2x4 2x4 2x4 2x4 2x4 2X4 TOP TOP BOT WEBS WEBS 35-0-0 -6604 -5039 6086 -264 750 -6604 3753 2820 -815 -3839 2968 -876 771 -2941 2483 1000 -698 -2277 2036 -810 1793 -2025 2530 023 -294 -2265 3146 -B78 0 -3127 4645 825 -5039 -34 No trusses: 1 Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .462' (7/16), Index-.385, (L/935) Maximum Total Load Deflection of .724' (12/16), Index-.402, (L/597) RECOMMENDED CAMBER: .39N zs-93w�aD .tn - CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 38'04 SH-17 T-6 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 SP (ENG. FOR: TRUE TRUSS INC - 18011 S. GSM PKWY, BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 DS SP I OF /� (214) 660-3940 A A: —INC-. FOR3TL LL BC O LAYOUT I0: f 872 OL SC 10 NESS 2X4 03 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE 33.33 225 h.5. TOTAL q71/8 EXCEPT AS MAY BE NOTED 11 LUMBER SHALL Sk OF THE SPECIFIED MINIMUM GRADES, 5) C011ECTOR PLATES SMALL BE NASTALLEO SUNETPICALLV ON 10) ALL TENSION CHOW MEMBERS ASSUMED 10 BE COHTINNOOSLH 131 90' INDICATES LATERAL BRACING MEMBER (1114%111.) SPECIES. AND 192 M"I"MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" 1141111 PL.IMOOD SHEATHING. 1/2' 14) INSTALLATIO! MND EKCTIGI GF THE TRUSS. PERMAENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TGP CHOW SPLICES ARE HOT PECGN4EHOEO TO OCCUR (MIK) DRYWALL OR GRACING MEMBERS SPACED 10' 0.0 (MAXI. TEMPOPAR-, SPACING SHOULD BE DONE IN ACCORDANCE WITH F61 DES ISM ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI.SPACING AHO ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISfED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA T(9 2014. SBCC 11) ALL COMPRESSION CHORD MEMBEPS ASSUMED TO BE CCMTIMDUSLY15i THIS RESIGN CONFORMS TO CURRENT TPI OESISN SPECIFICA- FOREST PROEAICTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6" (MIH.) PLIWWO SHEATHING. 1/2' TIONS FOR METAL PLATE CGaECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIH.) DRYWALL OR BRACING MEMBERS SPACED AT 16' -C. QUALITY STANDARDS FDA TRUSSES. 31 CONNECTOR PLATES SIZES ARE GAGED ON AXIAL FORCES ONL'I. ON THIS OPAMING. IHSTALLATIGN AND USE SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WA(. 41 CO#ECTOR PLATE SIZES AVE CALLED OUT WTDTN 4ACRGSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AI1O BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE nIB-91 FOR PECOMMEUDATIOS C Cp G -CONFIGURATION APD LOADING SPECIFIED B'V FABRICATOR &BUILDING "'PE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STAKIARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. WIND SPEED 110 MPH -THIS TRUSS 1S DESIGNED ONLV FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF It=IGHT: 13 FT. PREVENTION of PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION' (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: /0 lSM AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 54" NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-5-11 3-4-0 3-6-8 3-3-0 RIM 4-3-8 3-5-11 3-9-3 3-4-0 3-3-0 4-3-8 1-5-14&ff'2N 02 02 42 02 #2 02 74 PLF Max Height 7-30-3 12 a6 y 2630 2470 254# ® /17 3x4 0 ok 268# 251# J' 8X/2 257# 241# 12 A \ 3xE 276# 2680 m 0 \\. $,fs m 148E a ` 148# o x 6+ �� N 92# 107# 122# 118f foo# 891 (f+ 0 40# 400 }' 1665# 1665# m (3.5148% 13.5166 m o f I f1S714 3x4 3xB 5x6 3x4 7x8 I m Axil 8X/Z v 3 3 1 20 PLF 12 12 4-3-8 5-2-8 5-6-0 6-8-0 5-2-0 4-10-8 4-3-8 #2 42 42 02 02 s2 1_4_0 2x4 2x4 2x4 2x4 2x4 2x4 Forces(L-A) 36-0-0 TOP TOP BOT NESS_ NESS -6604 -5039 6088 -277 -759 -6604 3626 2934 746 -3547 2850 -865 -687 -2566 2342 901 1662 -2295 2721 -872 -269 -2263 3291 885 0 -2530 4645 -105 -3318 -175 -5039 B77 No trusses: 1 Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .455' (7/16), Index-.38, (L/949) Maximum Total Load Deflection of .714' (11/16), Index-.397, (L/605) RECOMMENDED CAMBER: .39' Rcv 3-25-`J3 W lab.,41-F CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 36'0* SH-15 T-5 -r/f ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 A/5 5 SP QI ENG. FOR: TRUE TRUSS INC - 8 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 111 DS SP pOFI7 12141 660-3940 PLATE AREA: INC. FOR STL LI_ BC 0 WEBS LAYOUT TO: 874 OL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 225 h.5 TUf AI_ 41 EXCEPT AS MAY BE NOTED 1/8 oo��' S) LUMBER SHALL BE OF.THE SPECIFIED MIIIINUM GRADES, 5) CO#ECTOR PLATES SHALL BE INSTALLED SM4EIRICALLY 014 10) ALL TENSIDII CHORD MEMBERS ASSUMED TO BE CONTIHtXIU5Lf 13) 'If' INDICATES LATERAL Bt4At.If4G MEMBER 1114 MIN.; SPECIES. AM 19S MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/8' tMIN) PLeWOOO THE AihING, 1/2' 14) INSIALLATIOII AIIO EPECTICTI OF THE TRUSS. PEPMAfEN7. AIG Is OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 8) TOP CHORD SPLICES ARE NOT PECOM4ENOE0 10 OCCUR (MINT DP'fWALL OR BRACING MEMBERS SPACED 30' P.C. (MAY1. TEMPORARY BRACING SHUJLD BE DOE 11, ACCGHDAHCE MITh FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS HDTED OTHERWISE. CURRENT TPI SPACING AD EPECTIC44 PJBLICATIDUS. I IONAL DESIG14 STANDARDS PUBLISHED Of THE NATIONAL 7) V-2000 APPROVAL NUMBERS; DBC 2342. FHA TCB 2Ot4. 9BOC II) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLV151 THIS DESIGN COHFORMS TO CJPRENT TPI OESIGHT SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/0" (MIN.) PLfHOOA SHEATHING. 1/2' TTOS FOR METAL PLATE CprECTEO WOOD TRUSSES AG 21 THIS DESIGN IS BASED ON CLARf CONNECTOR PLATES ONLY. BI THIS TNFJSS HAS BEER DESIGNED FOR THE LOADING SHOWN 411M.) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.C. QUALITY STAIDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ANF BASED ON AXIAL FORCES ONLY, ON THIS OAWING. INSTALLATION AM USE SHALL CONFORM (MAX), UNLESS HOED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAT BE CUT OR 840DIFIED IN A40 MAV. 4) CONNECTOR PLATE SIZES ARE CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® A41 INDICATES BEARING LOCATIGII 17) SPECIAL HLIfIG CARE SHOULD BE TAKEII DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIE-91 FOR RECOMMEICATIO4S SIZE CALL OUT 15 THE DIRECTION OF THE PLATE LENGTH- IDENTICAL LOADING AND C G -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR ABUILOING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HAIIOLING TRUSSES IS RESPDIISIBILITi' OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONL/FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONOING MUST BE MADE AND 15 NOT THE PESPOff51BILITY OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 1616 NPPOF1 -ANTICIPATED HORIZONTAL 14OVE14EIlT UNDER TOTAL LOAD - 57" NET WIND PRESSURES BASED ON DEAD LOAD SHOWNSBELOW. LOCATION. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 2-9-11 3-1-3 3-10-8 RUN 4-3-8 2-9-11 5-4-0 5-4-0 4-2-0 4-3-8 1-5-14 $205m 42 e2 I2 if ZDs LS 7t 2-_W A21 e2 4t 2 74 PLF Max Height 8-10-3 ----- 12 os 312/ 395# 352# N• a a 12 y,�S D 3x4 157.7 p 208. 2f8� z98# 1} O X 12- 25211 \ 291/ 1 � 140# 1480 p n FN}6 N 4 82# 87# 152# 187# 1201 }0 3{7 40# 40# e 1 0 16650 1665# m I HS714 3x8 7x8 4x5 )m 1 0 (3.5148% 13.51 66 4012 3x4 3x8 BKf a 3 3 1s L 12 12 20 PLF 4-3-8 4-2-8 4-6-0 10-8-0 8-0-8 4-3-8 i2 3205 /208 e2D5 #1 P3 1-4-0 2x4 2x4 2x4 2x4 2x4 A 36-0-0 ForceS(L-R) TOP SOT was MESS -6604 8088 -253 -786 -6604 3855 2736 1819 -3821 3105 -890 -292 -2884 2742 915 0 -2580 3129 -845 -2518 4645 977 -2815 -234 -5039 -322 -5039 907 No trusses: 1 Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .451' (7/16), Inoex-.376, (L/958) Maximum Total Load Deflection of .707' (11/16), Index-.393, (L/611) RECOMMENDED CAMBER: .38" &REV 3-25-`)3 alA D A-1.F ►" CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36*0' SH-13 T-4 G ALPINE ENGINEERED PRODUCTS Int V�000 2-0-0 LL TC 3p 2x4 N S$ SP 16 ENG. FOR TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAD PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 OS SP LAYOUT ID: OF/Q (214) 660-3940 RET-- TNS-FDR ST LL. BC 0 WEBS (vim 854 OL RC 10 2X4 03 SP ADDRESS: '13.33 SCAN E: MEMBER TRUSS PLATE INSTITUTE 225 h.a. It01A1. 41 EXCEPT AS MAY BE NOtEO 1/8 /�/'� 11 LUIBEA 510LL1 BE OF IME SPECIFIED MINIMUM BRAOES. 61 CONNECTOR PLA1LS SHM.I Of 1115TH IED S114EIRICALLI ON 10) ALL IEIISIOI C140M MEMBERS AS!0MEO TO BE COlTINl10USL4 131 14 IIgICAIES I.AfERAI BNALNq MEMBER (194 MIN 1--- _ SPECIES, 040 tax MAXIMUM MOISTURE CONTENT. OR SUCH THAI THE JOINT BRACED Br E1T1EA 3/B" IMTIU tq rMOOU SHEAINIrG, 1/84 14) NISTALL A11011 ND EPECIt( O INE IPUSS. PLPMAf&111. UD IS OF NIGHER ALLOWABLE STPESS VALUES. ALL 'VALUES USED a) TOP CHORD SPLICES APE NOT PECGIWEHDEO TO OCCUR (MIM) DR'4NALL OR BRACING ME14OF'S SPACED f0' o C INAX1. IEMPGPAPI BPACIHS SHOULD BE DOE 114 ACCOPG"KE WITH FOP OESI O4 APE BASED ON THE LATEST EDITION OF THE NA- DIRECTL'I ABOVE A ARE C.oPD SPLICE. UtL ESS NOTED OTHEPMISE. Cf*W+ENT TPI CONFORM ANY.EKCTCURRENT PUBLICATIONS. TIOMAL TiESION ST 05 Rl6LI SHED By THE NATIONAL 71 V-2000 APPROVAL H'JMBERS: 'UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUQUSLYl51 THIS DESIGN CONFORMS TO CUPfEMT TP[ DE 51 O1 SPECIF[CA- FOREST PITODUCTS ASSOCIATION. 7251. BOCA FILE 96-125 BRACED BY EITHER 3/e' !Mla.l PLYM000 SHEATHING. 1/2' itO45 FOR METAL PLATE CO8ECTED NOGG TRUSSES AND 21 THIS DES ION I5 BASED ON CLARY CONNECTOR PLATES T4L Y, 8) THIS TRUf55 HAS BEEN OESIOIiED FOR THE LOADING SHOWN IMIH.1 GRYNAIL OR IUPAC ItG MENGEaS SVACEO AT f6' o.c. GUALIT4 ST AIDAPOS FEN TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. IIISTALLATIGII Alq USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 Iq MEINBEA OF THE 7H1J55 MA4 BE CUT OR MODIFIED IH ANY MAO, 4) CONECTGR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESI014 121 ® INDICATES BEAAItG LOCATION. 17) SPECIAL HAMMING CAPE SHOULD BE TAKEN IANIHG SHIPPING A14 BY LENGTH (ALONG SLOTSI AMD THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOP PECT41MEMATIO1S SIZE CALL CUT 15 THE DIMC710M Of THE PLATE LENGTH. IDENTICALO CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. Q BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WINO SPEED: 110 MPH PREVENTION OF PONDING MUST BE 14ADE ANO IS NOT THE RESPONSIBILIIY MEAN ROOF HEIGHT: 13 FT, OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 568' UPLIFT CONNECTION REQUIRED: /0/-;'At AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. RUN 4-3-8 3-2-8 3-2-0 3-6-0 4-10-1 4-11-13 4-110-1 2-10-8 4-3-8 1-5-14 *-Z DS *ZDr *2 *2 *2 Y2 *2 *?,w 74 PLF Max Height 5-10 �N 12 .�y Q 6 309* 354/ 3640 296# ,1 2480 \ 4112 fN3x4 2671 5406 8X�Z ]Z 01 6+ IX1480 [;7 148r m N + 107* 1150 ger 960 f0;?22,� 1cOr + 0 34'O 400 4G• ID f m 16650 1665# I HS714 5x6 3x4 )m (3.5148% 13.51 66 3x4 3x4 7xa axle 4x i2 a 3 3 0 12 12 20 PLF 4-3-8 5-8-8 4-10-1 4-11-13 4-10-1 6-0-8 4-3-6 *2 *2 42 *2 02 172 1-4-0 2x4 2x4 2x4 2x4 2x4 2X4 36-0-0 FOrce9(L-R) TOP BOT WEBS WEBS -6604 6088 -268 612 -6604 3689 2888 -754 -3250 2906 -986 1609 -3378 3342 714 -255 -3378 2802 630 0 -3343 3363 -365 -3134 4645 47 -5039 -396 -5039 731 No trusses: 1 Maximum deflection occurred at bottom joint i4. Maximum Live Load Deflection of .509' (8/16), Index-.424, (L/849) Maximum Total Load Deflection of .797' (13/16), Index-.443, (L/542) RECOMMENDED CAMBER: .43' nn I)Rc'V 3'25"93 W/n6 D • CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36 RU SH-11 T-3 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 /2 DS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 18 GRAND PRAIRIE. TX 75051 7'0 DL TC 7 2X6 Ni DS SP F (214) 660-3940 A A fN��OO-STC LL BC 0 WEBS LAYOUT ID: 804 SC OL BC 10 2X4 d3 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.S. TOTAL 471/8 EXCEPT AS MAY BE NOTED U LUNO SMALL IE OF THE SPECIFIED MINIMJM GRADES, 5) COIMECIOR PLAITS SHALL BI INSTALLED SIMIETPICALLV ON 10) ALL ILI151011 CHORD MEMBERS ASS!4*0 111 OE CONTRAxiUSLI 131 **' INDICATES LAIERAII164ACH4r1 Mf'W*A 0A4 Mill j SPECIES, AID 192 MAXIMUM MOISTURE CO/TENI, DR SUCH THAT THE JOINT SAACED Br EITHER 3/9" (Mill) 1`1 rPIOUD St EAINII1(I. 1/9' 141 INSIALLATIDI AIG EPECTIDI OF THE TPOSS, PlikMAIENT. AIC IS Of HIGHER ALLOWABLE STRESS'VALUES. ALL VALUES USED 6) FOP CHCPG SPLICES ARE NUI HECONEt10ED TO OCCUR (NIM) DPvWALL OR BRACING MEMBERS SPACED 10' O.C. (MAF), TEM'CPAPV BPACIlt' %WJJLD TE OGIE III ACCF4+CAIW:E WITH FOP DESIGN ATE BASED ON TeE LATEST EDITION Of THE HA- DIPECTL'I ABOVE A BOTTOM CHURD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MG ERECTION PUBLICATIO4S. TIDNAL DESIGN STANDARDS PUBLISHED BY THE HATIQNAL 7) V-2000 APPROVAL MX4IERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION Ct10HIT WENBERS ASSUMED TO BE CONTINID'JSLY15N THIS DESIGN CDIFORM5 TO CURRENT IPI OESIS14 SPECIFICA- FOREST PP 0WTS ASSOCIATION, 7251, BDCA FILE 86-125 BRACED By EITHER 3/8" THIN.) PLY01000 SHEATHING. 1/2' TIONS FDR METAL PLATE CGeECTEO 000D TRUSSES ANG 21 THIS DESIGN IS BASED ON CLARY CO►ECTO1 PLATES ONLY. 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW! (MIN.) OR'NWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALIT'I STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES AHE BASED ON AXIAL FORCES ONLY. ON THIS ORAMIIIG. IIISTALLATIDN AND USE SMALL CONFORM (MAX). UNLESS"DIED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAI BE CUT OR 140DIFTED 1N MNI HAI. 4) CO►ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HM40LIlq CARE SHOULD BE TAKEN DURIt1G SHIPPIIq AND BY LENGTH (ALONG SLOTSi AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of EPECTIGH OF TRUSSES SEE HIB-91 FOR PEC0441ETUATIDNS SIZE CALL COUT IS THE DIFIECTIC44 9E THE PLATE LENGTH, IDENTICAL LOADING A143 MIF1G98ATJON, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED, CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TPU5SES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION' (Se) area OF THE TRUSS FABRICATOR MO EM CLARY. UPLIFT CONNECTION REQUIRED: 1039ft -ANTICIPATED HORIZONTAL MOVEMENT IXNOEp TOTAL LOAD - 212' AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 4-1-11 2-8-0 alum 4-3-8 4-1-11 4-5-3 5-0-3 4-8-11 5-3-3 RUN i-5-14 02 /2 #2 12 I2 02 1-5-14 Max Height 8-10-3 74 PLP 12 V 8 I� 2631 284/ 3171 3fi0Y A 306► 354# 12 B v � 2870 148/ . 6 fol# 1271 92# 1000 127# 72# 210 ID N 401 18141 1488# 13 5171% f n 13.5142% In I 9x10 3x4 5x6 3x8 3x4 3x5 9 3x!!�3 20 PLF 12 2-8-0 2-1-12 4-3-6 6-2-8 5-6-0 7-4-8 5-5-12 #2 #2 #2 12 #2 #2 Farces(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x41-4-0 TOP BOT WEBS WEBS 34-8-0 -5446 5001 -302 -132 -5446 2891 2507 330 -2768 2172 -770 -2702 -1809 1617 831 -1544 1723 -865 -1726 1447 753 -1865 -6f8 -221 690 487 -255 No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .299" (5/16), Index-.276, (L/1305) Maximum Total Load Deflection of .469` (8/16), Index-.288, (L/832) I& REV 3-25-93,0 1AD gzf- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF1 TC LUMBER TRUSS: 34'8* HV-15 T-9 —j(4/)}{� ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 42 05 SP ENG. FOR TRUE TRUSS INC - Vii(yL1�r/ 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'D OL TC 7 2X6 I1 DS SP (214) 660-3940 L A N . 'POET L LL BC 0 WEBS LAYOUT ID: l}+1 666 OL BC 10 2X4 E3 SP ADDRESS: SCALE: 33.33 B MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/ 1) LUNGE SHILL BE OF THE SPECIFIED MINIMUM GRADES, 5) CG#IEC10P PLATES SHALL DE 110514LLED SeMETRICALLY ON 10) ALL TE 151014 CHORD MEMBERS ASSUMED TO BE CONTINl0U15LI 131 (INDICATES LATERAL BRACING INEMBEA 11X4 Mill SPECIES, AND 119%MAXIMUM MOISTURE COINTEN7, OR SUCH THAT THE J0114T BRACED 8Y EITHER 3/8" iMIN) PLIWOOD SHEATHING, 1/2' 14) 1NSTALLATIONI AIG ERECTIGN GF T.E TRUSS, PE RHHANENT, ANG 1S Of HIGHER ALLOWABLE STRESS'4ALIES. ALL //LIES USED 6j TOP CHORD SPLICES ARE HOT RECGMI4ENDEG TO OCCUR MINI ORYWALL DR BRACING MEMBERS SPACED 10' 0 G. (MAX). TEMPC41AR.BRACING SI,LJLG BE DUNE IN ACCGPDAICE WITn fOP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- GIPECTLY ABOVE A BOTTOM C ORO SPLICE. UNLESS NOTED OTHERWISE. CUPPEIIT RPI BRACING ANG ERECTION P'JBLICATIOfIS. TIONAL LESION STANDARDS PURL I SHED BY THE NATIONAL 71 V-2000 APPROVAL N!JMBERS: UBC 2342, FHA 7C6 2014. SBCC 11) ALL COMPRESS II N CHORD ME14BERS ASSUMED TO 13E CONTIN)OUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN' IFICA- FOREST PRODUCTS ASSOCIATION. 7251, COCA FILE 86-125 BRACED BY EITHER 3/8" tMIH-) PL IWDOO SHEATHING. 1/2' TIONS FGR METAL PLATE CONNECTED WOOD TRUSSES AEG 21 THIS DESIGN IS BASED ON CLARY Cp1ECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN CESIGNED FOR THE LOAOIN6 SHOWN MIN.) ORYMALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. DIAL II 151411DAL 5 FGR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS URAW11G. INSTALLATI UN AND USE SHALL CONFORM MAX), ULESS NOTED OTHERWISE. 16) 140 MEMBER OF THE TRUSS MAY BE CUT GR MODIFIED IN ANI MAI, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAR IID LOCATION. 1171 SPECIAL HANOL 1110 CARE SHOULD BE TAME"DURING SHIPPIIQ AND V LENGTM IALO/G SLOTS) AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPUSSES IIP ERECTION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS S12E CALI OUT 12 THE CTION Of THE PLATE LENGTH, IDENTICAL LOAQ1I19_AH1L?_CMI%ft1IQN - ON A N AND LOAD tl CTFTE0-B'v--VAB�CATO-S- -' CODE:BUILD(STANDARD BUILDING CODENG TYPE: ENCLOSED D(SBCCI 1991)ENTIAL -REPETITIVE NEATER STRESSES HON USED. HIND SPEED: LSO MPH -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPOIS IBTLITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION! OF POIJO114G MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: 107Z# AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 198' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIREMENTS. 3-5-11 3-4-0 4-0-111 RI1N 4-3-a 3-5-11 3-9-3 3-4-0 4-4-3 4-7-3 RUN 1-5-114 1-5-114 74 PLF Max Height 7-10-3 112 Q6 r/T 263E 247# 284/ A ✓ 3.4 26B# 31111 257E 302# 276/ \ \ \ N 2651 148# � \ \� ''. 1 } �. At 92111507/ 1221 130► 971 621 311# (V 40# 1 1 1872E 14310 )3.5)74% I M ? (3.5)41% 11 9x9 3x4 5x6 3xB 3x4 Ca 3x5 `o 3%11 0 3 20 PLF 12 4-3-9 5-2-6 5-6-0 6-8-0 6-4-0 3-5-123-f-112 02 #2 02 02 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 Forces(L-P) 34-8-0 TOP BOT NESS WEBS -5205 4779 -277 106 -5205 29104 2275 -611 -2815 2236 -750 067 -1934 1656 800 -2142 -1730 1382 -804 -1458 549 502 -1630 -595 159 -1256 -438 664 444 No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .293' (5/16), Index-.279, (L/1291) Maximum Total Load Deflection of .46' (7/16), Index-.292, (L/822) p -REV 3-25-93 WWI) $LF ,41 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 34'8' HV-13 T-10 /'� ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRITE TRUSS INC - r 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 �� GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 D5 SP ASF (214) 660-3940 PLATE-AR€f INC. FOR-STL LL BC 0 WEBS LAYOUT ID: //�' 676 33.33 OL PC 110 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 • N LU41ER SHNV_L BE OF THE SPECIFIED MINIMUM WADES. 5) COINIECTW PLATES SHALL BE INSTALLED SIW4ETRICALLY ON t0) ALL tE1tSIOH CHORE)MEMBERS ASSUMED TO BE COHT1tJ000SLV t3) �O_ INDICATES LATERAL 8RACIIp MEMBER (1X4 Nitt.! SPECIES, At40 19%MAYIMUM MOISTURE CONTENT. OR SUCH THAT THE JOItJT BRACED BV EITHER 3/8' iMill! PL IWCOD SHEATHIIMI, t/2 14) IIJSTALLATIOII Ftp EPECTIC44 CF THE TGJSS. PEPUNkHT, Atp IS Of HIGHER ALLOWABLE STRESS'VALUES, ALL 'VALUES USED B! TOP CHORD SPLICES ARE HOT PECGWENOEO TO OCCUR (MIH) DP'JMALL OR SPACING HEMBEPS SPACED 10' 0. IMAAj. TEMPORAPV SPACIH5 SHCA.D BE OUJE 114 ACCGPOA1tCE 411H FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- OIRECTL'V ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING Atp EPECTIGI4 PUBLICATIONS. T IOWIL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS! UBC 2342. FMA TCB 2014. SBCC 1t) ALL COMPRESSION CHORD/EMBERS ASSURED TO BE CONTIINDUSL'415J THIS OES IGH COIJFDRNS TO CURRENT TPI OESIGI4 SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251, BOCA FILE 86-125 SPACED By EITHER 3/8' !MIH.! PL(WOOD SHEATHIIG. 1/2' TIONS FOR METAL PLATE CW+ECTEO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY COF0ECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.1 DRYWALL OR BRACING MEMBERS SPACED AT 16' O.c. DUALIT'V STAI4DAROS FOR TRUSSES. 31 CONNECTOR O PLATES SIZES ARE BASED ON AXIAL FORCES L'V. Oil THIS DRAWItIG. INSTALLATION AIC USE SHALL CONFORM (MAX). UNLESS"DIED OTHERWISE. 16) NO MEI4SEA OF THE TRUSS MAY BE CUT OR MODIFIED IN 04V WAV. 4) COIECT A PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATIO41 17) SPECIAL HAtDLU13 CAME SHOULD BE TAKEN OP1140 SHIPPIIIG ARID BY LENGTH IALONG SLOTS) AM THE ORIENTATION OF THE 9) THIS DESIGHH IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HHB-91 FOR RECCWHEtIDATIO4S SIZE CALL OUT Is TiHE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING ANDCO G' t -COIIF IGURAT[ON 014] LOAD]IIG SPECIFIED Be FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (98CCI 5991) AODITIOUAL PLATING FOR HANULVIG IHUSSLb IS RESPLSISIBILIT/ OF FABNICATOP. WIND SPEEC. 110 MPH -THIS TRUSS IS DESIGNED OtILY FOR THE LOADS SHOWN. PROVISIO14 FOP THE PREVENTION OF PONDING MUST BE 14ADE AND IS 140T THE PESPONSIBILITV MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAP(, TRUSS LOC/TION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT URIDER TOTAL LOAD - 192' UPLIFT CONNECTION REQUIRED: �&7# AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND it ABOVE FOR CHORD BRACING REQUIREMENTS. RUN 4-3-8 4-2-8 4-6-0 5-4-0 5-4-0 5-4-8 5-7-8 1-5-14 62 #2 02 02 02 74 PLF Max Height 6-10-3 12 Q 5 3641 395/ 396# a a a /t. S 3221 \ 3901 Y� 3z4 12 6 v 304# 2031 rn gfg 3tg t48# ' 127/ 1940 184# 1050 311 o \� 4U/ 4 17640 1 m o 1440# 13 5)691 m I 9x9 3x8 C� I o [3.5141% 3x8 �- 3x5 v 9x110 3 3x5 12 20 PLF 3-1-12 4-3-8 6-8-8 10-8-0 7-10-4 02DS #2 e2 02 1-4-0 2x4 2x4 2x4 2x4 34-8-0 FOrce51L-P) TOP BOT WEBS -5244 4815 -305 -5244 2717 2493 -2252 1957 -868 -2015 992 6A3 -1519 -471 81 -1698 -632 525 363 593 -2212 No trusses: i Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .279' (4/16), Index-.266, (L/1356) Maximum Total Load Deflection of .437' (7/16), Index-.277, (L/856) �b REV 3-25-93 Of/3D A-Z-r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-11 -11 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 e2 Os SP ENG. FOR TRUE TRUSS INC - 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 /1 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X6 /1 Ds SP F/y (214) 660-3940 LA A INC.-AOR ST LL BC 0 WEBS LAYOUT ID: ((L) DL 8C 10 2X4 03 SP ADDRESS: _-- 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE 592 (TOTAL 471/8 EXCEPT AS MAY BE NOTED 1! LUNGE SHALL BE OF THE SPECIFIED MINIMJM GRADES, 51 CONIFIECtOR PLATES SHALL BE OISIALLEO SIMETPICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 / IIDICATES LATERAL BRACING MEMBER (114 MIN ) SPECIES, wD /!1x M"IMJM MOI ST'J1E CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" F14111) N PLIMODO SHEATHING. 1/2' 14) INSTALLATIOAIG EFiECTI0t1 OF THE TRUSS, PERMNEIN. ND IS OF NIGHER ALLOWABLE STRESS'VALUES. ALL /ALLIES USED 51 TGP CHORD SPLICES ARE NOT PECOMENDED TO OCCUR (WIN) OR YWALL OR SPACING MEMBERS SPACED 10' 0.c. (HAA). TEMPOPAP/BRACINS SHC/JLG BE OOtE IN ACCGPGAIICE WITH FOP DESIGNARE BASED ON THE LATEST EDITION OF THE NA- OIRECTLN ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING ND ERECTION PJBLICATIrAS. T I ONNAL DESIGN STANDARDS PJBLISEO BY THE NATIONAL 7) V-2600 APPROVAL NUMBERS: URC 2342. FHA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSL UC 'YIS) THIS DESIGN CONFORMS TG CURRENT TPI DES1511 SPECIFICA- FOREST PRODT5 ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/8' (MINA PLYNWO SHEATHING. 1/2' TIONS FGR METAL PLATE CC44ECTEO MOLD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FGA THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' C.C. QUALITY STANDARDS FOR TRUSSES. 3! CONNECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY. ON THIS ORAWIID. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) ID MEMBER OF THE TRUSS MAY BE CUT CA MODIFIED Iii ANN MAY. 4! CONNECTORPLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) Be INDICATES BEARING LOCATION. 17) SPECIAL NNJOL116 CARE SHOULD BE TAKEII DURING SHIPPIIB AI B+LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE NIB-91 FOR PECGMENDATIONS IDENTICALSIZE CALF OUT IS THE DIPE9TION Of THE MATE LFNGTK_ CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED Be FABRICATOR Q -REPETITIVE 14EMBER STRESSES HOT USED. BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRU55ES IS RESPONSIBILITY OF FABRICATOR, CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE A140 IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAP'Y. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL 140VE14EIlT UNDER TOTAL LOAD - 25" UPLIFT CONNECTION REOUIRED: 986*AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-8 RUN 4-3-8 3-8-0 4-10-1 4-11-13 4-0-1 4-4-8 4-7-8 74 PLF 1-5-14 02 02 #2 #2 02 02 02 Max Height 5-10-3 12 Q 6 3090 364# 364/ 3410 Z267# 3221 !2 h5 N 3x4 X� \ 6 � �Jff � 4 1600 P1 gyb 1481 + cN + 1071 115# 9B# 960 137# 860 r f1 m 4*0 1602# ml Ivlo 16021 [3 5153 9x12 3x4 5x6 3x4 3x4 11 w (3.5146% 3x7 3x12 a 3 12 20 PLF 4-3-8 6-8-8 4-10-1 4-11-13 4-10-1 9-0-0 12 02 /2 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 34-8-0 Farces(L-R) TOP BOT WEBS WEBS -5921 5437 -268 302 -5921 3420 2470 -355 -3026 2706 -909 -3102 2997 677 -3102 2399 540 -2998 2712 -355 -2683 140 -3033 -459 B17 No trusses: i Maximum deflection occurred at bottom joint I4. Maximum Live Load Deflection of .389` (6/16). Index-.337, (L/1069) Maximum Total Load Deflection of .61' (10/16). Index-.352, (L/682) REV .3-25-93 01A)b -+LF Q CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34H8` HV-9 T-12 Q�J ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 DS SP ENG, FOR: TRUE TRUSS INC - o 1801 S. GSW PKNY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 DL TC 7 GRAND PRAIRIE. TX 75051 7.0 2X6 #1 Ds SP F (214) 660-3940 LATE AR A. k� N �OFt-$-TC_ LL BC 0 WEBS LAYOUT TO: 658 DL BC f0 2X4 i3 SP ADDRESS: - --- "� 33.33 MEMBER TRUSS PLATE INSTITUTE TOTAL. 47 EXCEPT AS MAY BE NOTED 1/8 I!.LL04DEON SHALL BE OF THE SPECIFIED MINI"GRADES. 51 CONNECTOR PLATES SHALL BE N15TA(t.EO SYW4ETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINDOJSLY 13) *' INDICATES LATERAL BPACINO MEMBER (10A MIN.) SPECIES. A40 t9l MAxIMM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED 8Y EITHER 3/8" (MIIH PLYWOOD SHEATHING. 1/2' 14) IIISTALLATIOI AND EPECTIC41 OF THE /FUSS. PERMANEINT. AND IS OF HIGHER ALLOWABLE STRESS'VALUES. ALL VALUES USED BI TOP CHORD SPLICES APE NOT PECOM14ENOEG TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 20' 0. IMA/I. TEMPCRAR• BPACINS SH1CULG BE OOE IH ACCOY.APACE WITH FOR DES IC44 APE BASED ON THE LATEST EDITION OF THE NA- GIRECTL'Y ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MID ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE HATIOIhL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD HE14SERS ASSUMED TO BE CONTINUDUSL45) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/e" IMINA PLYWOOD SHEATHING. 172- TIONS FOR METAL PLATE CO4ECTED W050 TRUSSES AIG 21THIS BE SIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEER DESIOIED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. OUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 014 THIS DRAWING. INSIALLATIGN AID USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 15) IID MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAN, 4) LONECTOR PLATE SIZES ARE CALLED OUT WIDTH UCAGSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HMOLNIG CARE SHOULD BE TAKEN DURNO SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN 15 APPLICABLE TO SHORTEP SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE HI8-91 FOP RECOwERDATIORS C C DG AND MIfIGUPATION, -CONFIGURATION AND LOADING SPECIFIED Be FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. A BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOP HANDLI(IG TRUSSES 15 PESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE AND IS I40T THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLAP7. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT U(IDEP TOTAL LOAD - 279' UPLIFT CONNECTION REQUIRED: 9$D IAT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-4-8 RUN 4-3-8 4-8-6 4-7-2 4-8-l4 4-8-14 4-7-2 3-7-8 74 PLF 1-5-14 12 ►2 02 02 02 Max Height 4-10-3 12 Q 6 3440 345• 351# 345# 295# 1 i i i i 12 248# B 5 3x4 x 3x4 .5 322# ti a 123# 1481 \ i m ,jib i 87# 93# 93# 950 930 1141 660 .�. f 1 I m C 400 15020 f vla * 135163 f I 9x121.020 3x4 3x4 3x8 5x6 3x4 3x7 l:, 13.5146% 3x12 3 12 20 PLF 4-3-8 4-8-8 4-7-2 4-8-14 4-8-14 4-7-2 7-0-0 0203 02 02 02 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 34-8-0 Forces(L-P) TOP BOT WEBS WEBS -5923 5439 1321 1246 -3451 5297 -2275 243 -3832 3085 631 -273 -4007 3831 937 -4007 3577 -475 -3578 2586 217 -2692 2825 -352 -3160 533 -663 No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .456' (7/16), Index-.395, (L/912) Maximum Total Load Deflection of .715' (11/16), Index-.413, (L/582) RECOMMENDED CAMBER: .39' Rte 3-ZS-93 W��D �vzFc, p)'(//f/ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 34*8' HV-7 T-13 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 90 2X4 e2 Ds SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7 0 OL TC 7 2X6 #1 Ds SP �OF LAYOUT I0: (214) 660-3940 A A A: —7N-�UR�� LL 8C 0 WEBS _ 698 OL BC 10 2X4 03 SP ADDRESS: SCALE: _ I 1 33.33MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 D LIBBER S4LL BE OF THE SPECIFIED NI#NIMW GRADES 51 CONNECTOR PLATES SHALL BE IIISTALLED SNMNETRICALLY ON 10) ALL TEIISIOII CHORD MEMBERS ASSVMEG 10 BE CONTINUOUSLY 131 *- IHDICATES LATERAL BRACING MEMBER (tX4 MIN.i SPECIES, AND 191 MAx1MLIM MOISTURE CONTENT. OR SJCH THAT THE JOINT BRACED BY EITHER 3/8` (MIM PLYWOOD SHEATHIIq, 1/2' fA) INSTALLATION ANO EFECIIGIN OF THE (PUSS, RERMAtEIN I, Alp IS OF HIGHER ALLOWABLE STRESS VALUES. ALL'VALUES USED 6, TOP CHORD SPLICES ARE NOT RECOMIENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' 0. IMAX), TEMIPOPARI BRACING SHCAAO BE ODIC IN ACCORDANCE WITH FOR OESIG14 ARE BASED O4 THE LATEST EDITION Of THE HA- OIRECTLI ABOVE A BOTTOM CHORD SPLI'C'E. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AIG ERECTION PUBLICATIONS, T TONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7i V-2000 APPROVAL NUMBERS: UBC 23,12. FHA TCB 2014. SBCC II) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINWUSLY151 THIS DESIGN COteOWS Tv C'-RIENT IPI DES15M SPECIFICA- FOREST UC PRODTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" MOOAND IN.) PLYWOOD SHEATHING. f/2' TIONS FOR METAL PLATE CECTEG WOW TRUSSES A 21 THIS DESIGN IS BASED Oil CLARY CO14ECTOR PLATES ONLY, B) THIS TPJSS HAS BEEN DESIGNED FOR THE LOADING SNOW IMTNA DRYWALL OR BRACING MEMBERS SPACED AT 16' R.C. DUALITY STAIDARDS FGR TRUSSES. 31 CONNECTOR PLATES S1ZES ARE BASED 014 AXIAL FORCES ONLY. ON THIS OPAWING. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. /6) TIO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN L21 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING ANO LENGTH (ALONG SLOTS) AND GN BV LTHE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE H18-91 FOR RECOMMENDATIONS SIZEC N -CG(IFIGURATION AND LOADIIIG SPECIFIED BY FABRICATOR - TINEATER STRESSES NOT USED. -ADDITIONAL BUILDING TYPE: Enclosed Residential OTIONALNAL PLATING FOR HANDLING 7flU55ES IS ITESPONISIBILITV OF FABPICATGfl. CODE: Standard Building Code (SBCCI 1991) -ANTICIPATED HORIZONTAL MOVEMENT UNDER 70TAL LOAD - 133' WIND SPEED: 110 Wh MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 2-8-8 129.5 PLF RUN 1-3-8 8-9-4 6-11-0 6-11-0 7-0-12 74 1-5-14 /2 12 2X4 2x4 7- -0 Max Height 3-10-3 920 6310 686# 896# 886/ 4381 12 248# 04 7x5 Iz4 6x8 1480 rN 3i6 ! Ni 6 67# 4420 240# 242# 240# 1181 R 0 0 T M MV 0 400 2835# 1 1226 4x1 4x4 8x7 6x7 26880 13 5140 3x12 3 N7C'LJ (3.5(38X 12 (� 2-8-8 20 35 PLF 4-3-8 8-9-4 6-51-0 8-11-0 7-0-12 7- -0 1-4-0 34-8-0 2961 Forces IL-RN TOP BOT WEBS NESS -11180 10307 2567 7011 -7565 9999 -3380 -2718 -9956 6858 1687 -9916 9957 3292 -9916 6630 -872 -6631 0 -46 -897 3461 -2040 No trusses: 1 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection Occurred at bottom joint 04. FASTEN TOGETHER WIT1t 2 Members Required Maximum Live Load Deflection of .467' (7/16), Index-,404, (L/891) TOP 10d NAILS 12"D.C. Maximum Total Load Deflection of .732' (12/16), Index-.422, (L/568) vJ BOT 10d NAILS 12"O.c. RECOMMENDED CAMBER: .4' WEB 10d NAILS FASTEN AT OR NEAR ALL PANEL POINTS. QRSJ 3-ZS 93 W4 F DO,NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS h 34'8' HV-5 T-14 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X6 #1 Ds SP ENG. FOR: TRUE TRUSS INC - 1`11 1801 S. GSW PKWY, OL TC 7 8C LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7'0 2X6 M1 Ds SP 11l/gF AY011T ID; 1214) 660-3940 ;U—TE-APEX.-- TNC. FOR 5 T L1. BC 0 WEBS L 8140L PC 10 2X4 M3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 I EXCEPT AS MAY BE NOTED 1/9 It LIMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 COIEIECTOR PLATES SHALL BE INSTALLED SYMETPICALLY O4 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE COITINIA)SLY 131 / INDICATES LATERAL BAXEDN3 MEMBER (194 MINI.) SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT SPACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHIOG, 1/2- 141 IHSTALLATIrR ARD EPECTIDN OF THE TRUSS, PERMMENI. AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 51 TOP CHORD SPLICES ARE HOT FIECOWENDED TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10' n.c. (MAX), TEMP AS,SPACING SK BE DONE 111 ACCG4Y.FNCE WITH FOR OESI WI ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CnOPD SPLICE. UNLESS NOTED OTHERWISE. CURPENT IPI BRACING ANG EPECTIGH PUSL ICATIGNS. T IONAL DESIO4 STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NNBERS: LBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINDUSLYIN THIS DESIGN CONFOPMS TO CUPPEHT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7251, BOCA FILE 86-125 SPACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TITINS FDP METAL PLATE CONNECTED MOOD TRUSSES AHO 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS SEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMSEPS SPACED AT 16' G.C. GUALITY STAIOARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. O11 THIS OPAMI16G. IIISTALLATIO14 MD NL USE SHALL CONFORM (MAX). UNLESS 140TEO OTHERWISE. 161 110 MEMBER OF THE TRUSS MAY BE CUT OR NOOIFIED IN ANY MAY. O 4) CIECIOP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SL07S) WITH THIS DESIGN 12) ® INDICATES BEARING LOCAT1014. 17) SPECIAL NA14CLING CARE SHOULD BE TAKEN DURIIW SHIPPING AND BY LENGTH (ALONG SLOTS) NO THE OPIENTATIQI OF THE 9j Tn IS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES if ERECTION OF TRUSSES SEE HIB-91 FOR PECOWMENDATIONS CCONFIGURATION, -CGIIF IGIIRATION AND LOADING SPECIFIED BV FABRICATOR ABUILDING TYPE: Enclosed Residential -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRU55ES IS RESPONSIBILITY OF FABRICATOR. CODE: Standard Building Code (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 GAIN PREVENTION OF P044DING MUST BE MADE A140 15 NOT THE PESPONSIBILIIY MEAN ROOF HEIGHT: 138 OF THE TRUSS FABRICATOR OR CLAP(. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 9 9Z N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. RUN 4-7-8 4-4-8 5-3-1 5-4-13 9-4-13 5-4-13 5-5-9 74 PLF 1-5-14 e2 02 02 Max Height 4-10-3 356/ 394# 4000 400# 3940 194# i l i i i i 12 322/ 6 l +�r 3x4 N ✓X�� 3x3 7 3x8 2�3 Iso# m i 1 0 1 o M I 860# 1 107 10 108# 107# 53f 0 1664 16651 (3.5166% (3.5]66 3x7 3x4 3x4 3x6 3x5 3x8 m NU 20 PLF 9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-6-9 1-4-0 36-0-0 Forces(L-P) TOP 807 WEBS WEBS -3172 2836 -355 -1312 -2822 2523 307 2250 -3223 3222 920 -1613 -3341 2BAB -493 -3341 1746 153 -2849 0 -401 -1749 640 -BID 1433 No trusses: i Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .27' (4/16), Index-.225, (L/1600) Maximum Total Load Deflection of .423' (7/16), Index-.235, (L/1021) REV 3-ZS-93 1,3fND ANF Owl CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36H0' MH-9 T-2 ALPINE ENGINEERED PRODUCTS IneV2000 2-0-0 LL TC 30 2X4 12 OS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 #2 N SP TNS. _rOR SfL JqFJ3 LL BC 0 WEBS LAYOUT I0: (214) 660-3940 L TE lRE 448 OL OC 10 2X4 /3 SP ADORE SS: SCALE: 33.33 MEMBER TRUSS PLATE INSTITUTE TOTAL 41 1/d EXCEPT A$ MAY BE NOTED (1(%) II LIMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CGIECIDA PLATES SHALL BE INSTALLED S1M4ETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CO1TINI"JSLY 13) 0� INDICATES LATERAL BRACING MEMBER IIX4 M111.; SPECIES. AND 192 MAXIMIA MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/0- (141111 PLHWOOD SHEATHING. 112' 141 INSTALLATIGII MD EPECTIGI OF THE TRUSS. PERMANENT, AND IS OF NIGH£P ALLOWABLE STRESS'/FLUES. ALL VALUES USED 61 TOP CNCPG SPLICES ARE HOT RECOMMENDED 10 OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10' 0. (MA)'I. TEMPCRAPN BRACIIIS SWJ-kf BE OOZE IN ACCOPCPUCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CNOPD SPLICE. UNLESS N40TED OTHERWISE CURRENT TPI BRACING MID EPECTIC44 P'.1BLICATIWS. IIDNAL DESIG14 STANDARDS RUBLISNED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: 'UBC 2342. FHA TCB 2014. SBCC 10 ALL COMPRESSION CHGRO MEMBERS ASSURED TO BE CCMTIMUDUSLY15j THIS DESIGN CONFORMS 10 CURRENT IPI DESIGN SPECIFICA- FORESI PRUOUCIS ASSOCIATION 7251. BOCA FILE 86-1?5 BRACED BY EITHER 3/e' (MINA PLYWO(,U SHEATHING. 1/2' TIONS FOR MEIAL PLATE C014EC1EO WOW IOL!',SF.S AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMHEMS SPACED AT 16' P.C. OUALITN SIMDARGS FGR TRUSSES. 31 COMECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. 014 THIS DRAWING, HISIALLATIOI AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE, 16) NO MEIABER OF THE TRUSS MAH BE CUT CA MODIFIED IN A141 WAC, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES GEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OWING SHIPPING 010 BY LENGTH IALONG SLOTSI AND TIE ORTEMTATION W THE 91 TRIS DESIGNN l5 APPLICABLE ER SPAN TRUSSES OF TO SNORTERECTION OF TRUSSES SEE MI6-91 FOR PECGwEIDAIIGNS SIZECALLOUTTIONC U -CG14FIGURATION AND LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE PLATIN STRESSES NOT USED. A BUILDING TYPE: Enclosed Residentiat -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILI T'f OF FABRICATOR. CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: /3Z5 * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 3-2-8 166.5 PLF RUN 3-9-e 5-7-14 5-9-10 5-9-f0 5-9-10 5-1f-6 74 1-5-14 02 02 2x4 2x4 A-0 Max Height 3-10-3 1291 719f 9541 966# 9660 954# 471# { { { { { { 12 2461 e � -70 4x4 7x5 4x4 4X5 4x7 y 2t ':0( m 3 y I 0 661 7111 258# 2611! 2611 2580 1270 m t 1 li I 3552# 37941 3x4 axe 3X8 6x7 4X7 , 13.5170% 13.5175 3x9 W i N 20 45 PLF 7-0-0 5-7-14 5-9-10 5-9-10 5-9-10 5-11-8 #2 02 02 #2 7- -0 1-4-0 5140 38-0-0 Forces(L-R) TOP BOT WEBS WEBS -75GO 6715 -265 -2940 -7254 6487 845 6301 _920i9200 3191 -3668 1 -9977 8720 -1A23 -9977 5430 906 -8721 0 -967 -5431 1468 -1725 3842 No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .356' (6/16), Index-.297, (L/1213) FASTEN TOGETHER WITH: 2 Members Required Maximum Total Load Deflection of .558' (9/16), Index-.31. (L/774) TOP 10d NAILS 12'O.C. BOT 10d NAILS 12'O.C. WEB 10d NAILS 12'O.C. /� FASTEN AT OR NEAR ALL PANEL POINTS. AREV 3 25-93��a�ALF DO NOT HAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36*0' MH-7 T-1 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X6 Y1 Ds SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'0 DL TC 7 2X4 #2 DS SP LAYOUT ID: (214) 660-3940 LA A NC--FbT�TL LL BC 0 WEBS Sill 670 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: I MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 i \�' - TRUSS SPECIFICATIONS FOR Centex e5WA & C 370 oZ The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 14878 1018 Rev.1 3-25-93 14878 2018 Rey.1 3-25-93 14878 3018 Rev.1 3-25-93 14878 4018 Rev.1 3-25-93 14878 5018 Rey.1 3-25-93 14878 6018 Rev.1 3-25-93 14878 7018 Rey.1 3- -93 14878 8018 Rgy.1 3-25-93 14878 9018 Rev.1 3-25-93 14878 IM18 Rey.1 3-25-93 14878 ligfIS 14878 12018 Rev.1 3-25-93 14878 13018 Rev.1 3-25-93 14878 14018 Rey.1 3-25-93 �'tttlRl1111ti ' 14878 15018 Rev.1 3-25-93 ;�����`�•. �,...�` ,y 14878 60f18 Rev.1 3-25-93 �!` ,•,�,F1`. f;P,4� 14878 170f18 R .1 3-25-93 Z� i 5 �$ 14878 18018 Rev.1 3-25-93 w E 11 LUMBER SMALL K OF THE SPECIFIED MINIMUM GRADES, 5) COIMECTOR K445 SNAIL BE 1115IAIIED SIM.ETRICALLY ON ED) ALL TENSIGI4 CHORD MEMBERS ASS'.IHLU 10 BE CONITINNYJSLI 131 / 111DICATES 1 ATEPAL BRACING MEMOIR (114 M111 1 SPECIES. Ate 19x MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED by EITHER 3/8" MIN? PL 10000 SNEATHIIIG, 1/2' 14) IIISTALLATIGI MCD EMEGTIGI OF THE TGJSS, PERMAI*111, MIO IS OF HIGHER ALLOWABLE STRESS VALUES. ALL YALNES USED 51 TOP CNGRO SPLICES ARE NOT PECG MEfIDEO TO OCCUR THIN) DP'IWALL OR BRACING IEMBEPS SPACED 10' O C. IMAM. TEMPCAAP'BRACING SnOULG BE DONE 114 ACCCPCAIICE MIlm FOR DESIGN ARE BASED ON THE LATEST EDITION OF TME HA- OIRECTLY ABOVE A BOTTC44 CHOPO SPLICE. uaLESS NOTED OTHERWISE, CUPPET11 TPI BRACING MG ERECTION PUBLICATIC4I5. TZONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) 'V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME14KPS ASSUMED TO BE CGNTIfNDUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, SOCA FILE 86-125 SPACED BY EITHER 3/8' ;MIN.) PLYMGOD SHEATHING. 1/2' TIONS FOR METAL PLATE CGWECTEO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CON ECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FCA THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' B.C. DUALITY STAIeAADS FGR TPUSSES. 31CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. O4 THIS OPAMIIIG. 114STALLATIGI AIG USE SHALL COFONI (MAX). UNLESS NOTED OTHERWISE. 15) 140 MEMBER OF THE (PUSS MAI BE CUT 0R MODIFIED IN ANY MAI. 41 CONECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESI614 121 ® INDICATES BEARING LOCATIOtI. 17) SPECIAL HANDLIIe CARE SHOULD BE TAKEN'DURING SHIPPING AND BY LENGTH (KONG SOTS) AND TIE ORIENTATION OF THE 91 THIS DESIC44 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS IDENTICALOUT IS THE DIRECTION OF THE PLATE LENGTti. G Alf,CO G' -CC44FIGURAT[011 AND LOADING SPECIFIED BI FABRICATOR -A00[TIONAL PLATING FOR HAf1DLI1CG TRUSSES I5 PESPDINSIBILITY OF FABRICATOR. RUM 5-3-4 4-8-12 4-8-12 5-3-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-4-3 12 /� Q 6 350# y 12 3591 \ 359/ B F,--' 4. 4 +� }� 1.41 1841 FIT \ y J in \\\ 65# 129# 1291 651 T T \\• 9131 913► \ (3.5136% [3.5)362 .I lv 3x4 3x4 3x4 3x4 20 PLF 6-10-3 6-3-11 6-30-3 1-4-0 1-4-0 Forces(L-P) 20-0_0 i^ TOP BOT MESS -1485 1327 -323 -1300 906 480 -1300 1327 480 -1485 -323 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area No trusses: 11 Maximum deflection occurred at bottom joint e3. UPLIFT CONNECTION REQUIRED: �0 3 N AT EACH SUPPORT. Maximum Live Load Deflection of .063' (1/16), Index-.094, (L/3810) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW Maximum Total Load Deflection of .098' (2/16), Index-.098, (L/2449) SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. P£d 3-25-93 WmoD Ifr. ca.B-r U CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: 20'0" COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 3p 2X4 !2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. AGSWIR PKWY. OL TC 7(PST LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE, Tx 75051 7'0 _ 2X4 Y2 N SP 70F/ LAYOUT ID: (214) 660-3940 L —rNC.�0R SYL LL BC 0 wEBS 152 OL 8C 10 2X4 03 SP AOORESS: SOLE:3/16.33 /� MEMBER TRUSS PLATE INSTITUTE 33TOTA1. 47 EXCEPT AS MAY BE NOTED 11 LL441ER SMALL eE OF THE SPECIFIED Nlilt MAN ORAOES, 61 COIAECTIR PLAINS SNAIL BE IIISIALIEU SYMEIRICALLY ON 10) ALL TENS1011 0041 MI'M11TP A;"iY"0 IU BE C011111Ax1I/SLY 131 � 111DICAIES IA1t AA1 bRACI14O NFMBEN It/4 14111 SPECIES, AND 193 MAY THUM NOUS TIRE COI TEN T, OR SUCH THAT THE JOINT SPACED BY EITHER 3/0" 1041111 N1.YM000 SHEAIHNO- 1/2- 141 INSIALLATIGII A11D EFE CTIOI OF THE TRUSS. PEPMAt414T, Alp IS OF Kl GtEP ALLOWABLE STRESS VALUES, ALL TALLIES USED BI TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR 04110 DRYWALL OR SPACING MEMBER, SPACED 10' 0. (MAY), TEMPCPAPI BPACN45 SHUJLO BE DOE 114 ACCC44GA14CE Mtin FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECIL'Y ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT IPI BRACING AHG EPECTIGN PUBLICATIUIS. ITONAL DESIGN STANDARDS RUBE I SHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCII 20fA. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CO/TINUDUSLM6) THIS DESIGN CONFORMS TO CURRENT TPI OESIGt1 SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261, BOCA FILE 86-125 BRACED BY EITHER 3/8" MIUA PLVWGGD SHEATHING. 1/2' TIOUS FOR METAL PLATE CONNECTED WOOD TRUSSES Alp 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STAIIDARDS FFA TPUSSES. 3) CONNECTOR PLATES SITES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATIOI AND USE SHALL CONFORM (MAY). UNLESS VOTED OTHERWISE, 16) 110 MEI4BEA OF THE TRUSS MAY BE CUT OR 14001FIED IN ANN+ NAY, 4) COIECTOP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HAt4UL1146 CAPE SHOULD BE TAKEN DURING SHIPPING A11D 81 LENGTn IALONG SLOTS) AND THE ORIENTATION OF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE n18-91 FOR PECGMENOAFIG4S IDENTICALN OF TmE PLATE LENGTH, M41FIOURATION. -CONFIGURATION AND LOADING SPECIFIED BI FABRICATOR -REPETITIVE MEMBER STRESSES 140T USED. - -ADDITIONAL PLATING FOR HANOLIfIG TRUSSES IS PE5POISIBILITY OF FABRICATOR. SPECIAL HANGER FOR USE WITH 14ULTIPLE MEMBER GIRDER, CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 2811.4 LBS. FROM OIIE 510E 10 ALL 14EMBEPS OF GIRDER IS REQUIRED. HANGER TO BE DESIGNED 8( A PROFESSIONAL ENGINEER AND PROVIDED BY OTHERS IF BOLTING IS PEOUIPED. THE EFFECT OF BOLT HOLES ON THE TRUSS 14UST BE VERIFIED 81 CLARY DIVISION OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. 2-11-5 2-2-10 2-2-10 2-11-6 Max Height 2-11-3 37 PLF 12 �6 to x 821 h y 12 901 900 6 3xA 3{1 49# y 491 � y 44# 389/ 29091 21080 906# T T 25590 41581 13.51361 13.5)5911 Ll Io 10 PLF in n 3x6 A 7ze N axe N4A# 14b# 28 f/ 16190 1619# Forces IL-R) 2-17-6 2-2-10 2-2-10 2-11-5 TOP BOT WEBS -5513 4930 389 -5053 4930 -495 10-4-0 -5053 5406 4436 -7163 6406 -2267 ©BUILDING TYPE: Enclosed Residential 2108 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph ASUPLIFT CONNECTION REQUIRED: 4-1 8 aM AT EACH SUPPORT. MEAN ROOF HEIGHT: 131 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW TRUSS LOCATION: (Se) area SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Truss designed to support side of Hip Set with span 34-8-0 Maximum deflection occurred at bottom joint #3. 2 Members Required FASTEN TOGETHER NITH: Maximum Live Load Deflection of ,059' (1/15), Index-.171, (L/2102) TDP 100 NAILS 12'o.C. -- Maximum Total Load Deflection of .092' (1/15). Index-.178, (L/1348) / IT 10dNAILS 4•o.C. WE6 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. _ Q,1✓ 3-25-93 01w1DAr-DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10*4' GIRDER T-16 yIQ/1H� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - UU1ICCyyJJff''�� 1801 S. GSW PKWY. 70 8C LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 �O�/1 GRAND PRAIRIE. TX 75051 ' OL TC 7 2X6 #1 Ds SP LAYOUT I0: Cju, 1214) 660-3940 N �Zhi SlL LL BC 0 WEBS 350 OL BC 10 2X4 #3 SP ADDRESS --- -- MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 I EXCEPT AS MAY BE NOTED _ 112 1) LL448EM SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON TO) ALL TENSION CHORD 04EI48EPS ASSUMED TO BE COITItAxPJSLY 13) / INDICATES LATERAL 8RACItK;MEMBER (tX4 MITI.) SPECIES, AND 19%MAXIMUM MOISIWE CONTENT, OP SUO1 THAT THE JOINT, SPACED BY EITHER 3/8" iMIN) PL/RDOG SHFATHING, 1/2' 14! INSTALLATION AND EPECTIGI OF THE TRUSS. PEFMAIEIIT, AIG IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED O) TOP C11CAO SPLICES ARE HOT PECOMEHDED TO OCCUR !MINI DRYWALL OR BPACItNG MEMBERS SPACED 10' 0.c. MP%j. TEHPGPAP'Y SPACING SHOULD BE DONE IN ACCORDANCE WITH FOR OESIGN ARE BASED ON THE LATEST EOITION OF THE HA- DIPECTLY ABOVE A BOTTGM CHOPG SPLICE. UNLESS NOTED OTHERWISE- CURRENT TPI BRACING AID ERECTION PJBLICATICUS. TIO/AL DES STANDARDS PUBLISHED Of THE NATIONAL 71 V-2000 APPROVAL NUMBERS: ,HBC 2342, FHA TCS 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CO1TIMgUSLr151 THIS DESIGN CONFORMS TO CuPAEHf TPI DESIGN SPECIFICA- FOIEST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE COMECTEO WOOD TRUSSE5 AND 21 THIS DESIGN IS BASED ON CLARY CONIECTOA RATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR TIME LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' 0 C. DUALITY SIA1DARDS FIAT TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES ONLV, ON THIS DRAWING. INSTAIIAIIUH AMU,USE SHALL CONFORM MAXI, UNLESS TIDIED OTHERWISE. 151 IID MEMSEP OF THE TRUSS MAY BE CUT GP MODIFIED IN M40 MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATIC44. 171 SPECIAL HADLINO CARE SHOULD BE TAKEN UP1140 SHIPPING MID 91 LENGTH )ALONG SLOTS} AHO TME OPIENTATIGM OF THE 91 THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS C C ND C0111FIGURATION, -C0IIFIGU7ATIOU AMEN LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER ST14ESSES NOT USED. --ADDITIONAL PLATING FOR HAtIDLING TRUSSES IS RESPONSIBILI7Y OF FABRICATOR. RUN i 5-0-0 1-5-14 Max Height 2-10-3 37 PLF 12 rd 821 020 0 i N 3851 3851 " T -T- 4670 4671 4571 13.5113%Li (3.5)13% mI In 174.5 PLF 3x4 N 1 5-0-0 1 Forces(L-R) TOP BOT MESS 1-4-0 , 5-0-0 0 0 63 Q�BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 No trusses: f One Half of 7-0-0 Trusses supported by Bot Chord TRUSS LOCATION: (Se) area Mid panel point deflection .1387 UPLIFT CONNECTION REQUIRED: 2-14 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. �RE✓ 3-25-93 W/r1D Ac.F /l� CLARY DIVISION PA TE TYPE: O.C. SPACING LOADING (PSF) TC•LUMBER TRUSS: 50. MG T-15 .QUI ALPINE ENGINEERED PRODUCTS IncV�2000 2-0-0 LL TC 3p 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - (� 11, 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X6 I1 Ds SP 1214) 660-3940 A N L LL BC 0 WEBS LAYOUT IO: F'yl 48 OL BC 10 2X4 #3 SP ADDRESS: _. 'MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE ) TOTAL 47 EXCEPT AS MAY BE NOTED 1 112 1I1 III / fI LUMBER SMALL BE OF THE SPECIFIED MINIMUM WADES, 5! CONNECTOR PLATES SHALL BE IIISTALLED SAINETRICALLY ON fo) ALL TEUSIOI CHORD MEMBERS ASSJIED TO BE COI T lt*"JSL'I 131 0' 11101CATES LATERAL BPLCING MEMBER (1YA MN1.) ID SPECIES. A12X MAYIMJM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/0' IMIIO PLIWUDD SHEATHING. 172' 14) IIISTALLATIC I AIG EFECTIG4 CF THE TRUSS, PEFMANE11T. AIN'w, IS OF HIGIEP ALLOWABLE STRESS VALUES. ALL IALIES USED M TOP CHORD SPLICES ARE NOT iECGA ENDEG TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MA)U, TEMPCFIAP'4 BPAcros SH(IJLG BE DOE RD 114 ACCORDANCE WITn FOP DEST ON APE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORG SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING NOD ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC 1/) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMUOUSLVI51 THIS OE SI ON CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOIEST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED By EITHER 3/8' (MIH.) PLVWDGD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOG TRUSSES NG 21 THIS DESIGN IS BASED ON CLAR'y CONNECTOR PLATES ONLY, 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOAD114G SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. DUALITY STANDARDS FGR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLN. ON THIS DRAWING. INSTALLA11O4 AIG RISE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 18) 111 1ENDEA OF THE TRUSS MA(BE CUT OR MODIFIED INN ANY WAy, 41 CONIECTOA PLATE SIZES ARE CALLED OUT MIOIN (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAAINO LOCATION 17) SPECIAL HNNDL1N40 CARE SHOULD BE TAXI11 OUNIND SHIN'PINO AI10 by LENGTH IALOIG SLOTS) AND TME OPIENTATIO14 OF THE fl THIS DESIGI4 IS APPLICABLE 10 SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-91 fOR RECO MENOATION4 SIZE CALL OUT IS THE OIKCTIQN OF THE PLATE LENGTH. 1110 AND CONFIGUFAII011. _ -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATGR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 1 _- 4-3-8 1 8-8 '- 2-0-0 __ 1 1-5-14 Max Height 2-10-3 74 PLF Q�7� M / N 12 (U 6 N •7 t74# � �L a � � Nn In I 0 i 14B# G � 650 23/ i T N 40# 2971 T (3 5111% 0 3064 I7x5 3x4 13.51122 3 12 20 PLF 3x4 4-3-8 2-8-8 Forces(l-P) TOP BOT WEBS 1-4-0 7-0-0 -529 487 -175 -529 295 399 0 -363 -64 �j BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' No trusses: i Maximum deflection occurred at bottom joint 112. TRUSS LOCATION: (Se) area Maximum Live Load Deflection of 0' (0/16), Index-.049, (L/7636) UPLIFT CONNECTION REQUIRED: 2 X AT EACH SUPPORT. Maximum Total Load Deflection of 0' (0/16), Index-.051, (L/0) NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Rr✓ 3-25 01A),b a Uk CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MHV-5 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 15JJ�,l 1B0f S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'0 DL TC 7 2X4 Y2 N SP OF LAYOUT I0: (224) 660-3940 PLATE AR� N OA STL LL BC 0 WEBS 174 OL BC 10 2X4 #3 SP AODR SS: SCA E: 33.33 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 112 ^�I' I7 LUMBER SHALL SE OF THE SPECIFIED MNIIMJM 6MAOE5• 5) C014ECTOR PLATES SHALL BE INSIALLEO SeUETPICALLY ON 10) ALL TE1451014 CHORD MEMBERS ASSUMED TO BE COITIf41(rJSLV 13) -*' INDICATES LATERAL BRACING MEMBER OYA 147).) SPECIES. AI4D 19x MAXIMfA4 MOISTURE CONTENT. OR SUCH THAT TRE JO[NT BRACED BY EITHER 3/8" N1141 PLYWOOD SHEATHIHB. 1/2' 141 INSTALLATION ANG ERECTIT4N GF THE NFJSS. PERNANE111. AMU IS OF HIGIEP ALLOWABLE STRESS VALUES. ALL'VALUES USED 61 TGP CHORD SPLICES ARE NOT RECOMEHOED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED f0' P C. IMAX;. TEMPCPAPN BRACING.SHOULD BE 00NE IN ACCGPGAINCE WITH FOP DESIGN ARE BASED ONN TME LATEST EDITION OF THE NA- OIRECTL'V ABOVE A BOTTOM CHORD SPLICE. LV4.ESS NOTED OTHEPWISE. CURRENT TPI BRACING ANO ERECTIGN PUBLICATIONS. TIOHAL DESIGN STATNDAPOS PUBLISHED BY THE NATIONAL 7) V-20OG APPRUVAL IFJMBERS'. UBC 2342. FHA TCB 2014. SSCC 11) ALL COMPRESSION CHORD IE14DERS ASSUMED TO BE CONTINFJO'JSLYI% THIS DESIGN CONFORMS TO CURRENT TPI DESISN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (14111.) PLVWOW SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOGD TRUSSES MO 2) THIS DESIGN IS BASED ON CLAP'CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEER OESIG EO FOR THE LOADING SHOW MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' G.C. QUALITY STAINDAROS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 014 THIS OPAMING, 114STALLATIOII AHO USE SHALL CONFORM (MAXI. ULESS VOTED OTHERWISE. 161 HND MEMBER GF THE TRUSS MAN BE CUT OR NODIFIEO IN A14V MAY. 4) CONNECTOR PLATE S12ES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OESION 12) ® INDICATES BEAPIUO LOCATION 17) SPECIAL HANDLI110 CARE SHOMD BE TAKEN O4P114 SHIPP7/4G A44D a LENGTH (ALONG SL6TSj AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TD SHOOTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR PECGMIENUATIONS TI&I Of 7tE PLATE LENGTH- IDENTICAL M C GUR -CONFIGURATION AND LOADING SPECIFIED BV FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIB[LIT( OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .274' 3-5-11 3-6-9 RUN 4-3-e 3-4-13 3-7-7 5-4-5 5-2-9 5-9-1 RUM 1-5-14 /2 82 /2 /2 /2 02 1-5-14 Max Height 9-6-3 74 PLF 12 d 6 332! Q$J(5 265/ ) 257! 254/ 395! 12 Q 3�7 277! 6 p 202/ m f4B► \ B6i 93/ 94/ 1271 161/ BG! \ 40/ a fV \ \\ •�•�,, 1614 51fi3 16020 3x7 (3 13.51 46% I^1 c ,Rm'i 9x12 3x4 3x4 3x4 w 3x4 3x8 n 3x7 3x12 3 3x5 20 PLF (-oro 12 1-1-12 4-3-6 4-7-2 4-7-2 4-2-5 7-11-10 7-2-12 #2 02 12 02 ¢ 2- 02 Forces Q-R) -1-0 2x4 A 2114 2x4 2x4 ., 2 Aq 2x1-4-0 TOP BOT WEBS WEBS 34-6-0 -5919 5435 -278 AM -5919 3370 2500 -368 -3436 2665 -799 0 -2571 2153 927 -1918 2189 -794 -1918 2641 B10 -2676 -887 -2954 1383 -679 Q BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) No trusses: i Maximum deflection occurred at bottom joint 03. WIND SPEED: 110 mph Maximum Live Load Deflection of .36" (5/16), Index-.311. (L/1156) MEAN ROOF HEIGHT: 13! Maximum Total Load Deflection of .564' (9/16), Index-.325, (L/738) TRUSS LOCATION: (Se) area __0 J UPLIFT CONNECTION REQUIRED: ID 1F # AT EACH SUPPORT. 0NET WIND PRESSURE BASED ON DEAD LOADS SNOWN BELOW Qf Q£V 3-z5-93 1.J/MrI A-F SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" SPEC T-8 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LLN48ER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X6 Y1 DS SP 50F' 1214) 660-3940 L A NC. FO��TL LL BC 0 WEBS LAYOUT IO: J 790 33.33 OL Bc fD 2X4 13 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1 1/8 I?'LUMKP SHALL BE OF THE SPECIF IEO MINIMUM GRAMS. 5) CONNECTOR RATES SHALL BE INSIALLED SIMIETRICALL/ ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIM"LOSLV t3) �4' 11101CATES LATERAL BRACIIG MEMBE0 I104 M111.) SPECIES. AND 192/MFIMUM MOISTURE CONTENT.CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B" (MITI) PL/MOOD SHEATHING. 112' /4) INSTALLATION AIL EPECTIOI OF THE TRUSS. PERMAEIIT. MND IS OF HIGHER ALLOWABLE STRESS'IALIES, ALL VALUES USED 5, TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCJ11 IMIN) OP'/WALL OR BRACING MEMBERS SPACED 1I)' O C. (MA111. TEMPCRARH BPACIH5 SHOULD BE DONE IH AN ACCGROCE MIT, FOP DESIGNARE BASED ON THE LATEST EDITION Of THE HA- OIRECTL'f ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI GRACING AND ERECTIC44 PVBLICATIOIS. TIONAL RESIGN STA DARDS PUSL ISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COUTINAJOUSLr15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 86-125 BRACED BY EITHER 3/6" (MIN.) RLVWOGO SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES MD 2) THIS DESIGN IS BASED ON CLARY CONNECTOR RATES GLV. B) THIS TRUSS HAS BEEN DESIGNED FGR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0,C. QUALITY STANDARDS FFM TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, 014 THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 161 ID IEI4SEP OF THE TRUSS MAN BE CUT OR MODIFIED IN ANN WAV. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HAIDLIIG CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH IA-OG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TPUSSES SEE HIS-91 FOR RECOMMENDATIONS S12F CALL OUT 15 THE DIRECTION OF THE PLATE LENGTH. IDENTICAL iG AND CONFIGURATION. -C611FIGURATION AND LOADING SPECIFIED BV FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY/ OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .572' 3-5-11 3-6-9 RUN 4-3-8 3-4-13 3-7-7 4-5-11 4-4-15 4-4-15 4-3-8 1-5-14 02 02 02 02 02 Max Height 9-6-3 74 PLF 12 �}v 'z�]6 39`1 3021 Q 265► 3320 1w ,q `�]f/z 2541 2571 '�V +' \ �\ 3260 f2 ®� V 311. 2770 \\ 5 � \\ \ 5}43 1480 1480 860 93Y 941 1150 134/ 1060 N x 400 400 \\ \ N `I+a 16651 1665/ \' 13.5148% (3.5)66 0 m 1 fI HS714 3x4 3x4 3x4 728 I of 5x6 4x12 3 3 T12 9Xfz 20 PLF 12 12 - 4-3-8 4-7-9 4-7-9 4-9-5 6-9-2 6-7-6 4-3-8 12 02 02 02 02 !2 Forces(L-P) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 TOP SOT WEBS WEBS 36-0-0 -6604 6088 -278 790 -6604 3632 2925 -711 -3596 2065 -859 1884 -2772 2327 989 -312 -2096 2398 -827 G -2096 3048 837 -2995 4645 -909 -5039 1571 -5039 -B51 (� BUT(DTNG 1Y-E: ENCLOSED RESIDENTIAL NO trusfie9: i Maximum deflection occurred at bottom joint /4. CODE: STANDARD BUILDING CODE (SBCCI i99i) M8xioxim Live Load Deflection of .474' (8/16). Index-.395. (L/931) WIND SPEED; 110 MPH MEAN ROOF t1EIGHT: 13 FT. Maximum Total Load Deflection of .742' (12/16), Index-.412, (L/582) TRUSS LOCATION: (Se) area RECOMMENDED CAMBER: .4' UPLIFT CONNECTION REQUIRED: /018$$AT EACH SUPPORT LOCATION. NET WIND PIIESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES '0 AND 11 ABOVE FOR CHORD BRACING REDUIREMENTS. Qrz�1/ a•zs-g3 w�Iv N.F CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' ST.VAULT T-7 Tq ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 Y' D5 SP ENG. FOR: TRUE TRUSS INC - IL 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 (/ GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 01 05 SP SOF (214) 650-3940 LA A TNS-- OA STL LL SC 0 WEBS LAYOUT ID: !� 844 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 225 h.s. TOTAL 47 _ EXCEPT AS MAY BE NOTED 1/8 ���' ' I! LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CGUECTDR PLATES SHALL BE INSTALLED S/MIETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE COITINUOUSLf 13! l 111DICATES LATERAL BRACING MEMBER I2)4 MIN.; SPECIES, MO 19%MAXIMUM MOISTURE COIITENT, OR SUCH THAT THE JOINT. .BRACED BY EITHER 3/e" iMIN! RIMOOD SHEATHING, f/2- 14) INSTALLATICAI AND EFECTICAI OF THE TMUSS, KPI4MIE11I, AILD 15 OF nt-step ALLOWABLE STRESS VALUES. ALL /ALLIES USED B: TOP CHCRG SPLICES APE NOT RECOMMENDED TO OCCUR THIN) DRYWALL OR BRACING MEMBERS SPACED 10" Q.C. MAk. TEMPORAPf BRACING SndAD BE DOTE 1N ACCGRGAtCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- OIPECTLI ABOVE A BOTTGM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING Mb ERECTIGN PUBLICATIONS. T, ONAL GESIa"STANDARDS PUBLISHED BY THE NATIONAL 7N V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SSCC ft) ALL COMPRESSION CnCPZ MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS RESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED Be EITHER 3/8" :MINA PLYWOOD SHEATHING. 1/2- TIONS FOR METAL RATE CC44ECTEO WOOD TRUSSES MG 2) THIS DESIGN IS BASED ON CLARE CONNECTOR RATES ONLY. 61 THIS TRUSS WAS BEEN DESIuNED FOR THE LOADING SHOWN MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. DUALIII STANDARDS FOR TRUSSES. 3) CONNECT RATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. IIISTALLATION AUG USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 161 NNO MEMBER OF THE TRUSS MAf BE CUT OR MODIFIED IH MNf WAY. 4! COt4ECTOR PLATE SIZES ACALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIOIN 12) ® INDICATES BEARING LOCATION. f7) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPIG ANL 81 LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nIB-91 FOR RECGMFNOATIONS SIZE CALL OUT IS DIE DIRECTIC44 Of THE PLATE LENGTH, IDENTICAL 1 G AMO,CONFIGURAII014, ®HUILOING TYPE' ENCLOSED RESIDENTIAL -CONFIGURATION A14D LOADING SPECIFIED Be FABRICATOR ( .ODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONALTIVE MEMBER STRESSES NOT USED. I�IINO SPEED: 110 MPH -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOI)SIBILITf OF FABRICATOR. -THIS TRUSS IS DESIGNED GHLY FOR THE LOADS SHOWN. PFIOVISIO14 FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTIO14 OF PGNOING MUST BE 14ADE A140 (S NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REOUIREO: /0/S#AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL NOVENENT UNDER TOTAL LOAD - Ste" NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIREMENTS. 3-1-4 3-1-4 2-8-0 3-11-0 Am 4-3-8 3-1-4 3-4-12 4-2-8 3-11-0 4-3-8 1-5-14 jMs It-D02 02 02 02 02 12 74 PLF Max Height 8-10-3 12 Q 6 2240 254/ �t5 m 4-1 24013011 2301 290► 12 8 2301 2+ 2631 A \ �293#m •. � }s 1480U8i o 5 \ � ;\ n ` B1r 831 861, 710 880 1200 HD (% \ N 401 400 16650 16650 o (3.5140% 13.5166 M I •I HS714 3X4 3x4 3x4 5x6 3x1 7X8 ]m I o AX 12 a 3 3 842 2G PLF 12 12 4-1-11 2-8-0 4-3-8 4-1-11 4-5-3 6-2-0 5-10-8 4-3-8 02 12 02 i2 02 02 r_t D-S Forces(L-R) 1-4-0 2X4 2X4 2x4 2x4 2x4 2x4 2X4 TOP TOP BOT MESS WEBS 36-0-0 -6604 -5039 6088 -264 758 -6604 3753 2820 -815 -3839 2988 -876 771 -2941 2483 1000 -698 -2277 2036 -810 1793 -2026 2530 823 -294 -2265 3146 -878 0 -3127 4645 825 -5039 -34 No trusses: i Maximum deflection occurred at bottom joint N4. Maximum Live Load Deflection of .462' (7/16). Index-.385, (L/935) Maximum Total Load Deflection of .724' (12/36). Index-.402. (L/597) RECOMMENDED CAMBER: .39' 0 FY✓ 3 2s-93 w�aD NA1N\r PA- CLARY DIVISION PLATE TYPE; O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0" SH-17 T-6 /� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 (�/j SP Q ENG. FOR: TRUE TRUSS INC - -I 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3702 A 6 C DATE; 27 Jan 1993 GRAND PRAIRIE. TX 75051 7-� OL TC 7 2X6 01 DS SP (2141 660-3940 A A: SNC. �`OR�T`L LL SC 0 WEBS LAYOUT IO: _ OF / 872 DL 8C 10 2X4 03 SP ADDRESS: - 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.5. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LUMBER SMALL BE OF THE SPECIFIED MIHINJM GRADES, 51 CONNECTOR PLATES SHALL BE NNSTALLED SfMMBTRICALL'f 014 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CartNN(3USLY 131 f" INDICATES LATERAL BRACING MEMBER (1x4 Will SPECIES. Ars 19%MAXIMUM NOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" MINI PLNWODD SHEATHING. //2' IA) INSTALLATION AND ERECTION OF THE TRUUSS. PERMANENT. AND IS OF NI SNER ALLOWABLE STRESS IALIES. ALL 'VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 (MAA1. TEMPORAPf BRACING SHGJLD BE DOPE 1N ACCC4DAHCE WITH FOR DEST SM ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MD ERECTION PLBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL Nt4W1EHS: UBC 2342. FHA TCB 2014. SOCC 1/) ALL COMPRESSION CHUM MEMBERS ASSUMED TO BE CONTIMAUSLV15i THIS DESIGN CONFORMS TO CURREHIT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE e6-125 BRACED By EITHER 3/8' MIN.) PLYWOGO SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTEG WOOD TRUSSES AND 21 THIS DESIGN IS BASED OR CLARNLNM M 'f CONNECTOR PLATES OY, e) THIS TRUSS HAS BEE1N DESIGNED FOR THE LOADING SHOIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' C.C. OUALITf STANDARDS FGR TRUSSES. 31 C014WCTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (UX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN AN_N MAI. 4) COlECTOA PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) ® UL INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOD BE TAKEN DURING SHIPPING AMID BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS IDENTICALSIZECALLOF Tit PLATE LENGTH- N CONFIGURATION. -COUFIGURATION AND LOADING SPECIFIED BY FABRICATOR &BUILDING "'PE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STAKIARO BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED- Ito MPH -THIS TRUSS IS DESIGNED OILY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF )L=IGHT: 13 FT. PREVENTION OF PONOING MUST BE 14ADE AND IS 1407 THE RESPONSIBILI7Y TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REGUIRED: /0/-"Or AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL NOVEMENT UNDER TOTAL LOAD - 54' NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND It ABOVE FOR CHORD BRACING REDUIREMENTS. 3-5-11 3-4-0 3-8-6 3-3-0 RUN 4-3-8 3-5-11 3-9-3 3-4-0 3-3-0 4-3-8 1-5-14�*2N Zj� 02 /2 02 12 12 12 74 PLF Max Height 7-10-3 12 a 6 3X5/ 263/ 2471 2541 © 7 3x4 268/ L + 2510 8x/Z 2571/ 2411 3 12 .34. 276#\ +0 276/ 260/ B v ,� s{1 1481 148. o x 6+6 � N 920 107# 1221 1101 1001 89► CU '.�� }0 40# 400 16650 1665# T 1 (3.5148% (3.5166 I NS71A 3x4 3x8 3x4 7x8 )GO o 5x6 AT(12�3 3 8X/Z 20 PLF 12 12 4-3-8 5-2-8 5-6-0 5-8-0 5-2-0 4-10-8 4-3-8 Mit e2 i2 12 Mfg 02 1-4-0 2X4 2x4 2x4 2x4 2x4 2x4 Forces R-R) 36-0-0 TOP TOP SOT WEBS. WEBS -6604 -5039 6088 -277 -759 -6604 3626 2934 746 -3547 2850 -865 -687 -2566 2342 901 1662 -2295 2721 -872 -269 -2263 3291 885 0 -2530 4645 -105 -3318 -175 -5039 877 No trusses: I Maximal deflection occurred at bottom joint 14. Maximum Live Load Deflection of .455' (7/16), Index-.38. (L/949) Maximum Total Load Deflection of .714" (11/16), Index-.397, (L/605) RECOMMENDED CAMBER: .39' REV 3-z5-93 W/aD.A41-F CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' SH-15 T-5 Q!j ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 A15-1 SP Q ENG. FOR: TRUE TRUSS INC - L ✓ 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7•0 DL TC 7 2X6 N1 DS SP OF'� (214) 660-3940 PLATE--AREA;--- _AREA -INC. FOP STS LL BC 0 WEBS LAYOUT 10: 33 874 33. DL BC 10 X4 13 P A -- SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.s TOfAI. 47 EXCEPT AS MAY BE NOTED 1/8 f) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CDfNECTOR PLATES SHALL BE IHSIAL(EO SIM(4EIRICALL"I ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE COHTINUOUSLI f3) / INDICATES LATERAL SPALIIG MEMBER llX4 MIH., SPECIES. AND 19x MAXIMUM MOISTURE CONTENT, OR SUCH THAT TIE JOINT BRACED BY EITHER 3/8' IMI") PLIWOOD SHEATHING, 1/2 14) INSTALLATION AID EuECTIGI GF INC TRUSS, PEPMAHE"T, ND IS TF HIBIEP ALLOWABLE STRESS'VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE HOT RECON ENDED TO OCCUR MINI DP'iWALL DR&PACING MEMBERS SPACED 10' 4. IMAi,, TEMPORARY SPACHG SHGJLO BE OC4E INN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPEHT TPI SPACING AHD EPECTIU4 P'JBLICATIUd, TIONAL DESIGN STANDARDS PUBLISHED B/ THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTINUDUSLV151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 96-125 SPACED BY EITHER 3/8^ MINI PLYWGGO SHEATHING, 1/2' TIONS FOR METAL PLATE CGNECTEO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOA THE LOAD1145 SHOWN MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STA143AMOS FGA TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OIL'(. ON THIS ORAMIIG. INSTALLATIGI AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN Mir MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN i21 ® INDICATES BEARING LOCATIC14 17) SPECIAL HANDLING CAPE SHOULD BE TAME11 OWING SHIPPIfG MND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HI6-91 FOR PECOWIEIDATIOS IDENTICALSIZE CALL OUT IS THE DIRECTION OF THE PLATE LENGTt3- CONFIGLJRA7N, -CGIIF IGURATION AND LOADING SPECIFIED BY FABRICATOR .&BUILDING TYPE: ENCLOSED CODE'. STANDARD BUILDING CODED(SBCCI 1991) -REPETITIVE MEMBER STRESSES NOT USED, -ADDITINAL PLATING FOR MASIDLIHG TRUSSES [S RE5POf15101L1i1 OF FABRICATOR. WIND SPEED: Ito MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHON)N. PROVISION FOP THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS HOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRJSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: 1015 NAT EACH S SUPPOFV LOCATION. -ANTICIPATED HORIZGINTAL MOVEMENT UNDER TOTAL LOAD - 57" NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND it A13OVE FOR CHORD BRACING REQUIREMENTS. 2-9-11 3-1-3 3-0-8 RUN 4-3-6 2-9-11 5-4-0 5-4-0 4-2-0 4-3-8 1-5-14 02 D5 02 /2 /2 #ZD5[a W7-_r)15At, /2 #'2 74 PLF Max Height 5-10-3 m (b 12 Q 6 3121 3951 3521 a a N ,I2181 298' 12J5 3x4 2061 Z y.A S BX� 252/ \ 291/ 6 148# IABY - c a 6+$ N N 82# 87/ 1521 1871 1201 \ 4b 3x1 40# 40# r 0 1665# 1665t M m o 13.5148% 13.5166 f I HS714 3x4 3xB 3x8 7x8 )m :. 402 4x5 BMAZ .a 3 3 a 12 12 20 PLF C 4-3-8 4-2-8 4-8-0 /0-8-0 8-0-6 4-3-8 02 02DS 0205 0206 #)P3 1-4-0 2x4 2x4 2x4 2x4 2x4 38-0-0 FOrCe5TL-R) TOP BOT WEBS NESS -6604 Boss -253 -786 -6604 3855 2736 1819 -3821 3105 -890 -292 -2884 2742 915 0 -2580 3129 -845 -2518 4645 977 -2815 -234 - -5039 -322 -5039 907 No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .451' (7/16), Index-.376, (L/958) Maximum Total Load Deflection of .707' (11/16). Index-.393, (L/611) RECOMMENDED CAMBER: .38" n' &REV 3-ZS-g3 N11A U A t-F CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0" SH-13 T-4 p�G� �• ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 N SS SP Q ENG, FOR: TRUE TRUSS INC JB01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 // GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 01 DS SP OF /)� (2141 660-3940 LA AREA- 3NC SOA STL-- LL BC 0 WEBSLAYOUT TO: rrl, 854 OL BC 10 2X4 03 SP ADDRESS: 9 MEMBER TRUSS PLATE INSTITUTE I EXCEPT AS MAY BE NOTED SC AI f: ! 33.33 -- ----- ---- - _ _ -_225 h.5. TuIAI- 47 1/d (, W\ A bU LUMBER SMALL BE OF THE SPECIFIED MINI"GRADES, 5) CONHECTOP PLATES SHALL BE II+STALLEO SM£TRICALL'V ON 10) ALL TEIISIOU CHOP(MEMBERS ASS'JMEG TO BE CONTINUOUSLf 131 ' 111DICATES LATERAL BRALING MEMBER (I14 4111 i SPECIES. Ate I=MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE J0114T. SPACED Of EITHER 3/8" MIM RLfW000 SHEATHIHG, 1/2- 14) INSTALLATIOII MID EPECTIGII GF THE TPJSS, PEAmMA;11T. MID IS OF HIGHER ALLOWABLE STRESS'VALUES. ALL IALUES USED 51 TCA C.GRD SPLICES APE NOI PECGIW£NDEG TO OCCUR (MIN) OR'+MALL OR BRACING MEMBERS SPACED 10' 0 c IMAX). 7EMPCPAR+SPACIHS SnCULO BE O[XIE IN ACCG4GM4CE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION Of THE HA- DIRECTL'+ ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MG ERECTIGH P'JBLICATIC44S. T IONAL DES ION STMIDAROS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: 'UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CnORO ME14DERS ASSUMED TO BE CONTINUDUSLVI51 THIS DESIGN CO4FORM5 TO CURRENT TPI OESIGH SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B• IMINA PLYWOW SHEATHING, 1/2' TIONS FOR METAL PLATE CO44ECTE0 0000 TRUSSES Mq 2) THIS DESIGN IS BASED ON CLARY CGM4ECTOR PLATES CMLY. 81 THIS TRUSS HAS BEEN DESIG14ED FOR THE LOADING SHOWN MIN.) OPVW ALL OR BRACING MEMBERS SPACED AT 16' B.C. GUTALIT+ SIMOAPGS FOP TW)SSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 014 THIS DRAW116. IIISIALLATIGt MIO USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) 100 MEMBER OF THE TRUSS MAI BE CUT OR MODIFIED IN MAV KAI. 41 C014WCTGP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® IIgICATES BEARIHO LOCATION. 17) SPECIAL HA14DLING CARE SHOULD BE TAXEN CAKING SHIPPII43 A1+ By LENGTH (ALONG SL Di S) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-9f FOR PECGWENgATiOS IDENTICALALLOUTSIZE C 010 CO G -CCAJFIGURATION M40 LOAD114G SPECIFIED BY FABRICATOR [� -REPETITIVE NEMYsFNOT USED, BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLAYING G EOORR HANDLING �I]NG TRUSSES IS RESPONSIBILITY OF FABRICATOR, CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WINO SPEED: 110 MPH PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILIT'+ MEAN ROOF HEIGHT: 13 FT. GF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT LX4DER TOTAL LOAD - 558' UPLIFT CONNECTION REQUIRED: 101SA* AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-8 3-2-0 RUN 4-3-8 3-6-0 4-10-1 4-11-13 4-10-1 2-10-8 1-3-8 1-5-14 4rZDS IfZDr 62 42 02 02 02 *2 DF 74 Plf Max Height 6-163 4� 1�qi 12 `;k--F Q 6 309! 3640 364/ 2960 L 1 i N 248! 2240 12 x 3x4 + N\! 5l7 CU < S 8X12 267! 4 MX g{G m 148! f4B! M N N L 107! 115! 980, 980 109/ too# N 0 3'1'9 40! 40! H In r m 16650 16650 fI W$714 3x4 6X6 3X1 3x1 �xB I m :. [3.51 48Y 13.5)66 Ax 12 a 3 axle 3 0 12 12 20 PLF 4-3-8 6-8-8 4-10-1 4-11-13 4-10-1 8-0-6 4-3-8 02 02 12 02 02 !2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 36-0-0 Forces(L-R) TOP BOT WEBS WEBS -6604 BOBS -268 6t2 -6604 3689 2888 -754 -3250 2906 -986 1609 -3378 3342 714 -255 -3378 2802 638 0 -3343 3363 -365 -3134 4645 47 -5039 -396 -5039 731 No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .509' (8/16). Index-.424, (L/849) Maximum Total Load Deflection of .797' (13/16), Index-.443, (L/542) RECOMMENDED CAMBER: .43' n m PEE 3-25-93 On-SD Az_. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36*0' SH-I1 T-3 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 DS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LL44SER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 n GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 N1 DS SP LAYOUT I0: (214) 660-3940 —INZS.-SDR-ST LL BC 0 WEBS SSS111 804 33.33 OL BC 10 2X4 43 SP AODRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.9. IOTA[ q71�8 EXCEPT AS MAY BE NOTED • ,1! LONGER 54ALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SfMETRICALLV ON t0) ALL TE14SIOI CHORD MEMBERS ASS�NMED ID BE COITINUO•JSL9 131 / IIIOICATES LATERAL BOACNIG MEMBER (lf4"IN.) SPECIES. AND 19%MAxIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/0' IMIN) PLNWOOO SHEATHING. 1/2' 14 INSTALLATION AND EREC11CH OF THE TPJSS, GEFMANEtO, AND IS OF NIGIEP ALLOWABLE STRESS VALUES. ALL VALUES USED Gi TOP CHORD SPLICES ARE NOT RECDMENDED TO OCCUR (WIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C, (HAAT, TEMPCPAPI BRACING SHCi10 BE DOE 114 ACCCACAIICE WITH FOP DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTL'( ABOVE A BOTTOM CHORE.SPLICE. IAA.ESS NOTED OTHERWISE CUP4EI4T TPI SPACING AIG EFECTIC11 PUBLICAIIGNS. TIONAL DESIO4 STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA 708 2014. SW 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYIS) THIS DESIGN CONFOP44S TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261• 9DCA FILE 86.125 GRACED BY EITHER 3/8' (MIN.) P1+WOO SHEATHING. 1/2' TICMS FOR METAL PLATE COWIECTEO*UOU IMISXS AND 21 THIS DESIGN IS BASED ON CLARE JONECTOR PLATES OI.Y. 81 THIS TRUSS HAS BEE1I DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT /8' o C. DUALIIO STANDARDS FOP TRUSSES, 3) CONNECTOR PLATES SI2ES ARE SA 0 ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLAT1011 AND USE SMALL CONFOWI (MAX). UNLESS NOTED OTHERWISE. 18) NO MEMBER OF THE TRUSS MAN BE CUT OR 14UDIFIED IN NIH WAN, Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CAIS SHOULD BE TAKEN OAIIG SHIPPING ANO BY LENGTH (ALONG SLOTS) AID THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTION OF TRUSSES SEE HI8-91 FOR RECOMENDAT IONS CALL OUT 15 Iff DIFIECTIC44 OF THE PLATE LENGTH. IDENTICAL LOADING CONFIGUR -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR LltN BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE 14EMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WINO SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISID14 FOR THE ND MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) Brea TI THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: 10.39,x -ANTICIPATED HORIZONTAL ROVEIIENT LINGER TOTAL LOAD - 212' AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 4-1-11 2-e-0 RUN 4-3-8 4-1-i1 4-5-3 5-0-3 4-8-11 5-3-3 RUN 1-5-14 02 02 02 02 02 02 1-5-14 74 PLF Max Height 8-10-3 12 d 5 263/ 2840 3171 +`l 3601 �V 3061 3540 12 3+ 3t� 3010 6 v 2870 f4B0 c 4•e 1 1020 1270 920 1000 1270 720 210 H N 402 NB 18140 14880 13.5)71% I Nn c 13.51 42% f H 'r 9x10 3x4 5x6 328 3x1 �a+ 3x5 9 3x11 e 3 20 PLF 12 2-8-0 2-1-12 4-3-8 6-2-8 6-6-0 7-4-8 5-5-12 02 02 02 02 02 02 ForceS(L-P) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x41-4-0 34-8-0 BOT FEES WEBS -544544 6 5001 -302 -132 -5446 2891 2507 330 -2768 2172 -770 -2702 -SB09 1617 Bat -1544 1723 -865 -1726 1441 753 -1865 -618 -221 690 487 -255 No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .299' (5/15), Index-.276. (L/1305) Maximum Total Load Deflection of .469' (8/16), Index-.288. (L/832) A, REV 3-25-93 01AD 47-F-11- CLARY 7-F CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8" HV-15 T-9 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC - LLLS�CJ 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 01 DS SPOF/ (214) 650-3940 L NC FOA S`TL SCALE: LL BC 0 WEBS LAYOUT ID: - 11 668 OL SC 10 2X4 03 SP AGGRESS: _- - -- 33.33 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I} LU4TER SNALL BE OF THE SPECIFIED MINIMUM GRADES. 5! COINJECTOR PLATES SHALL BE IHSTALLEO SONETRICALLY ON 101 ALL TErISIO!CHORD MEMBERS ASSUMED TO BE COlTINMUSLO 131 INDICATES LATERAL BRACING MEMBER IIYA MIN.; SPECIES. XO 191 MAXIMJM MOISTURE COrITENNT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" IMIf!) PL,WOOO SHEATHING. 1/2' 14) 114STALLATIG!AIG ERECTION CF THE TRU55, PERMANENT, AD IS OF HIGHEP ALLOWABLE STRESS'VALUES, ALL 'VALUES USED 6i TOP CHORD SPLICES ARE NOT PECGMIENDED TO OCCUR (MIN! DR'OWALL OR BRACIM MEMBERS SPACED 30' a. (MAAI. TEMPCPAR.SPACING SHUJID aE 00tiE 114 ACCORDANCE WITH FOP DESIGN PPE BASED ON THE LATEST EDITION OF Tr{HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPEIN IPI BRACING AHG EPECTION P'JBLICATIO6. T1014AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7i V-2000 APPROVAL 10.WWERS: UBC 23A2. FHM TCB 2014. SOCC 11) ALL COMPRESSION CHOD IEMM..RS ASSUMED TO BE CONTIN)0U8LH61 THIS DESIW!CONFORMS TO CURRENT TPI OESI+HN "CIFICA- FOREST PRODUCTS ASSOCIATION 7201. BOCA FILE *6-175 BRACED Of EITHER 3/8" IMIB.) PI(MOGO SHEATHING 1/2' TIONS FOR KIM PLATE CDNMb CTEO WOOD 1RUSSES AID 1) THIS OES104 13 BASED 014 CLARY CONNECTOR PLATES ONLY. 91 THIS TRUSS HAS BEET!GT51WIED FLO THE LOADING SHOWN (MIN.I ORNWALL NR BRACIID MEMHEMS SPACEO AT IS' O C. OUALITI SIANIAMOS FOP IMUSSES. S) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OH THIS DPAWVIG. IIISIALLA11G1 A11D USE SHALL CONFORM MAXI. UNLESS NOTED 0114LRWISt. 161 140 MEMBER OF THE TRUSS MAO BE CUT OR 140DIFICO IN ANO MAO, A) CONNECTOR PLATE SIZES AAE CALLED OUT WIDTH (ACROSS SL07S) WITH THIS DESIGN 12) ® INDICATES BEAR1110 LOCATION. 17) SPECIAL HANOLINO CARE SHOULD BE TAKEN DUQIf#G SHIPPITA3 AMO B'O LENGTH IALONG SLOTS) AND THE ORIENTATION OF It* 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPIISSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SIZE CALL OUT 15 THE BIFECIION OF THE PLATE LEW7h, IDENTICAL14G 00 COtFIGURATION, BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE ION ANDBER LOADING SPECIFIED BY FABRICATOR CODE: STANDARD BUILDING CODE (SBCCI 1991) -REPETITIVE NEATER STRESSES NOT USED. ID VINO SPEED: 110 MPH -ADDITIONAL PLATING FOR MALING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT, PREVENTION OF PO11OING MUST BE MADE AND IS 140T THE RESPONSIBILITf TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLAP'/. UPLIFT CONNECTION REQUIRED: X077-# AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT ODER TOTAL LOAD - 190' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING RFOUIRFMENTS. 3-5-11 3-4-0 4-0-11 RUN 4-3-8 3-5-11 3-9-3 3-4-0 4-4-3 4-7-3 ALM 1-5-14 1-5-14 74 PLF Max HeIght 7-10-3 12 Q 6 2631 247# 2840 3.4 R.S.�d 26Br 3110 2570 \ �\ 302# 12 8 3,EA �\ 'Tl}7 276r \ 2650 t480 p M �� 1 920 107• 1220 t30# 970 620 310 CY 400 + 18720 14310 13.51742 in Ic (3.5141% t 9x9 3x4 5x6 3X8 3x4 V,% 3x5 o 3-A31 3 �—J 20 PLF 12 p 3-8-12 4-3-8 5-2-8 5-6-0 5-8-0 6-4-8 3-1-12 02 i2 02 02 02 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 Farces(L-R) 34-8-0 TOP BOT WEBS WEBS -5205 4779 -277 t06 -5205 2904 2275 -611 -2615 2236 -750 867 -1934 1656 800 -2142 -1730 1382 -804 -1458 549 502 -1630 -595 159 -1256 -438 664 444 No trusses: i Maximum deflection occurred at bottom joint I3. Maximum Live Load Deflection of .293' (5/16), Index-.279, (L/1291) Maximum Total Load Deflection of .46' (7/16). Index-.292, (L/822) p Rcv 3-25-93 WIAJa $LF CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34H8' HV-13 T-10 �J ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 +r2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 I1 Ds SPF/� (214) 660-3940 PLATE-AR�j' 1NC. F047 ST-L LL BC 0 WEBS LAYOUT r0: 1 676 OL BC 10 2X4 r3 SP AOORESS: SC AL E. 33.33 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/6 ��(� 'f 1! LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONfECTOR PLATES SHAtt BE INSTALLED SYI44ETPICALLY O4 0) ALL TENSIOU CHORD MEMBERS ASSUMED TO BE CONT HAIOUSL( 13) -0 IIIDICATES LATEPAL BRACIIIG MEMBER (IX4 VIII.) SPECIES. AND t9%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT SPACED 8V EITHER 3/8" NIM PLYWOOD SHEATHING, t/2' IA) 1145TALLATIGI AIG EPECTICN GF THE TP'JSS. PEP REIII, AIG IS OF HIGHER ALLOMABLE STRESS VALUES. ALL VALUES USED B; TOP CHCPO SPLICES ARE NOT PECGM4:HOED TO OCCUR (NJ") DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IMAX). TEMPOPAPI BPACIHS SH0JLQ BE OG14E AN ACCLROAIICE WITH FOR DESIGN APE BASED ON THE LATEST EDITIO14 OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURPENT TPI BRACHIO' At IG EPECTI0I4 PteLICATIONS, 11014AL DESIGN STANDARDS PUBLISHED 8V THE NATIONAL 7) V-2000 APPROVAL MIMBERS: UBC 23x2. FHA 7CS 2014. SBCC 11) ALL COMPRESSION CHORD NEIBERS ASSUMED TO BE CGNT L UOUSLV151 THIS DESIGN COFORNS TO CUPPEtIT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-125 SPACED BV EITHER 3/9" ?MINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE COAECTEO WOOD TRUSSES AfID 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL 04 BRACIIIG MENBEPS SPACED AT I6' C.C. GUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED O4 AXIAL FORCES ONLY. ON THIS DRANDIG. ItISTALLA11011 MG USE SHALL C01FORM (MAX). UNLESS NOTED OTHERWISE. 16) 1D MEI4BER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) COAECTOP PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN t2) ® INDICATES BEARIHO LOCAT1G11. 17) SPECIAL HAUDLIf1O CAPE SHOULD BE TAKEN"ING SHIPPIIIG AIIO BY LENGTH (ALONG SLOTS) NO THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHDPTEP SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-9t FOR PECOMENDATIOUS IDENTICALSIZETIOU Of THE PLATE LENGTH. CO G' T 1 -CONFIGURATION AND LOADIING SPECIFIED BY FABRICATOR ,1 , BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES HOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOtISIBILITe OF FABRICATOR. WIND SPEEC. SSO MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS UOT THE PESPOIISIBILITY OF THE TRUSS FABFIICA70FI OR CLAP'V. TRUSS LOCITION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT LNIOER TOTAL LOAD - 192' UPLIFT CONNECTION REQUIRED: 9/4074* AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUIREMENTS. RUN 4-3-8 4-2-8 4-8-0 5-4-0 5-4-0 5-4-8 5-7-6 1-5-14 i2 02 #2 02 #2 74 PLF Max Height 6-10-3 12 Q 6 364# 395# 396# 322# 3900 12 3x4 ,L V a 5 v 3041 203• 1480 4 p K 1270 1940 tB40 105/ 311 N 40# 40 t 1764# 1 I O 1440# 13 5169% I 9x9 3x8 WT-)- 3x5 S 13.5141% 3xB 31111 3 3x5 - 110 12 20 PLF 3-1-12 4-3-8 8-8-8 10-8-0 7-10-4 0203 #2 02 02 1-4-0 2x4 2x4 2x4 2x4 34-8-0 Forces(L-R) TOP BOT MESS -5244 4Bf5 -305 -5244 2717 2493 -2252 1957 -B68 -2015 992 643 -t5t9 -471 at -1698 -632 525 363 593 -2212 No trusses: i Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .279' (4/16), Index-.266, (L/1356) Maximum Total Load Deflection of .437' (7/16), Index-.277, (L/866) 4 RC1/ 3-25-93 0/1'3D Xaz>= CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34*8" HV-11 -11 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 D9 SP ENG. FOR: TRUE TRUSS INC foot S. GSW PKWY. OL TC 7 8C LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 _ _ 2X6 #1 D5 SP z (214) 660-3940 LA A A: NC..__F STL LL BC 0 WEBS LAYOUT ID:592 OL BC 10 2X4 #3 SP ADDRESS: E: 33.33 1/8 MEMBER TRUSS PLATE INSTITUTE � iUTAI 47 EXCEPT AS MAY BE NOTED eI? LUMBER SHALL BE OF THE SPECIFIED MINIWJM GRADES. 51 CONNECTOR PLATES SHALL BE 111SIALLED SvWAETRICALLV DN 101 ALL TENSIO11 CHORD MEMBERS ASSUMED TO BE CONTNJUOUSLV 13) 0' 111DICAIES LATERAL BPACIIG MEMBER 1114 MITI j SPECIES. AND 19%MAXIMJM MOISTURE CONTENT. OR SUCH THAT THE JOINT. SPACED 81 EITHER 3/8" iMIH) PLNWODD SHEATHING. 1/2' 14) INSTALLATIGtl AIL ERECTIGI GF THE TRUSS, PERMMENT, AND IS GF HIGHEP ALLOWABLE STRESS VALUES, ALL 'IALUES USED 61 TGP CHCRO SPLICES APE NOT RECONNNEtIDED TO OCCUR (Mi HI DP'NWALL DR SPACING MEMBERS SPACED 10' O.O. INAX). TEMPOPAPN BPACItIS SHtCALG BE OGLE IN ACCGRLAIICE WITH FOP DEST GN ARE BASED ON THE LATEST EDITION OF THE HA- OIRECTLRD'N ABOVE A BOTTOM CMOSPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MD ERECTI&A PUBLICATIONS, TIOIAL DESIGN STANDAPOS PUBLISHED BV THE NATIONAL 7j V-2000 APPROVAL NJMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPFESSIGN CHORD ME14MRS ASSUMED TO BE C0RTINUOVSLY151 THIS GESIGI CONFOTW45 TG CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BV EITHER 3/8" (MIN.) PLYWOW SHEATHING. 1/2' TICS FOR METAL PLATE CCNECTEO HOCA 1AUSSES AND 21 THIS DESIGN IS BASED ON CLARY CCINECTON PLATES CLY, B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOMM DIN.) ORNWALL OR SPACING MEMBERS SPACED AT IS- P.c. OUALITN STI-ICAP405 FW TPUSSES. 3) COMECTOP PLATES SIZES ARE BASED OJ AXIAL FORCES OLY. ON THIS DRAWING, INSTALLATION AID USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) 110 MEMBER GF THE 1PUSS MA/BE CUT CA NOGIFLEO IN AHN WA?, 4) CONNECTOR PLATE SIZES AM CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAR IID LOCATION. 17) SPECIAL SHOULDW HARADLI03 CARE SHOD BE TAKEII RING SHIPPING AN LENGTH BV LGTH (ALONG SLOTS) AND TIE OPIENTATION Of THE 9) THIS OESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES O' ERECTIO14 OF TRUSSES SEE HIS-91 FOR PECCNEtDA T I GS SIZECALIN Of THE PLATE LENDT". C D I G AND CONfIGURATIOU- -CUIFIGURATION A110,LOAD114G SPECIFIED BY FABRICATOR Q _ -REPETITIVE MEMBER STRESSES NOT USED. BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATGP. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LGADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PDNOING MUST BE MADE AMNO IS NOT THE PESPOIJSIBILIT( MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY, TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 25" UPLIFT CONNECTION REQUIRED: 980#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-8 RUN 4-3-8 3-6-0 4-10-1 4-11-13 4-10-1 4-4-8 4-7-8 74 PLF 1-5-14 02 02 #2 02 02 02 02 Max Height 5-10-3 12 Q 6 3090 364! 364/ 341/ 1 1 i i 62 h'S M 3x4 24a► 322/ fJI N 2671 + 1601 P1 x 6fg 2'1'3 f 48# i No N i 107/ 1151 981 980 137# 861 i 40# r to 1602# I H T o 1602# 13 51631 v to I 9x12 3x4 5x6 3x4 3x4 H 13.51 462 3x7 3x12 e 3 12 20 PLF 4-3-8 6-8-6 4-10-1 4-11-13 4-10-1 9-0-0 #2 #2 02 #2 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 34-8-0 Farces(L-R) TOP BUT WEBS NESS -5921 5437 -266 302 -5921 3420 2470 -355 -3026 2706 -909 -3102 2997 677 -3102 2399 540 -2998 2712 -365 -2683 140 -3033 - -459 017 No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .389- (6/16), Index-.337. (L/1069) Maximum Total Load Deflection of .61' (10/16), Index-.352. (L/6821 1 REV .3-25-93 bJtND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 34'8' HV-9 T-12 ALPINE ENGINEERED PRODUCTS Inc V�E000 2-0-0 LL TC 3p 2X4 #2 OS SP ENG. FOR TRUE TRUSS INC - 1801 S. GSW PKWY. 7'0 DL TC 7 BC LUMBER 2X6 #1 Ds SP PROJECT: CENTEX 3702 A S C DATE: 27 Jan 1993 FLE: GRAND PRAIRIE. TX 75051 1214) 660-3940 A A N� POR STL LL BC 0 WEBS LAYOUT ID: 658 OL BC f0 2X4 #3 SP ADDRESS: A 33.33 1/8 I MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED Nil J 11 LUMBER SMALL BE OF THE SPECIFIED MIHIWJM GRADES, 5) CONNECTOR PLATES SHALL BE 111STALLED SfM ETRICALL'(ON 0) ALL TENSION CHORD MEMBERS ASS'JMEO TO BE CONTINUOUSLY 131 / 11401CATES LATERAL BRACING MEMBER (Iy4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PL(M000 SHEATHING, 1/2' 14) INSTALLATION AND EQELTIC 1 OF THE TF�JSS, PERMANENT, MD IS OF WIC,*R ALLOWABLE STRESS'VALUES. ALL VALUES USED 51 TOP C"CP0 SPLICES ARE NOT RECOMNEt"O TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' a- IMAi, TEMPCPAR(OPACING SHDULG BE DOE IN ACCGPUNCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LKESS NOTED OTHERWISE. CURRENT TPI BRACING MD ERECTION PJBLICATIGNS. T IONAL RESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCO 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COL Y1 7INUOUS5) THIS DESIGN CONFO045 70 CURRENT TPI OESIG(SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/0" /MIN.) PLVWD(D SHEATHING, 1/2' TIC44S FOR METAL PLATE CCA9ECTED WOOD TRUSSES AID 2) THIS DES/*4 IS BASED ON CLARY CONNECTOR PLATES OEV. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIMA DRYWALL OR BRACING MEMBERS SPACED AT 16' R.c. OUALIT( STANDARDS FOA TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES O4'+. ON THIS CAAMINO, INSTALLATION AND USE SHALL CONFORM (MAX). UNI-ESS NOTED OTHERWISE. 151 MD MEMBER OF THE TRUSS MAI BE CUT OR MODIFIED IN A14( WA(. 41 CONNECT OR PLATE SIZES ANE CALLED OUT WIDTH IACRGSS SLOTS) WITH THIS OESIG4 12) ® 11401CATES BEARING LOCATION/ 171 SPECIAL HANDLING CARE SHOULD BE TAPEN DUPING SHIPPING ANO B(LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS OESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOP PECGMMEHOATIONNS SIZE CALL OUT IS THE DIBECTIQri OF TtC PLATG AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED B/ FABRICATOR -REPETITIVE 4ESEP STRESSES NOT JSEO. A BUILDING TYPE' ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FDR HANDLING TRUSSES IS PESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIOT4 FOR THE WIND SPEED: 110 MPH PREVENTI014 OF PONDING MUST BE 14AOE AND IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HOPIZO114TAL MOVEMENT LANDER TOTAL LOAD - 279' UPLIFT CONNECTION REQUIRED: 98OAtAT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-4-a RUN 4-3-6 4-6-8 4-7-2 4-6-14 4-8-14 4-7-2 3-7-6 74 PLF 1-5-14 #2 02 02 #2 02 Max Height 4-10-3 12 Q 6 3440 345# 351# 3450 295# L 4 4 i 4 12 �y 248# 5 p ,15 3x4 x 3x4 vis 322# L 123# 2*� 1481 + F) 9*6 + 87# 93# 93i 950 93# 1L4# 66# o 1tn c 40# 1602/ mI 16020 [3.5)63 f I 9x12 3x4 3x4 3x8 5x6 3x4 3x7 " 13.5145% 3x12 a 3 12 20 PLF 4-3-8 4-8-8 4-7-2 4-8-14 4-8-14 4-7-2 7-0-0 02Da 02 02 02 02 #2 1-4-0 2X4 2x4 2x4 2x4 2x4 2x4 34-6-0 Forces(L-P) TOP BOT MESS MESS -5923 5439 1321 1246 -3451 5297 -2275 243 -3632 3086 631 -273 -4007 3831 937 -4007 3577 -475 -3578 2586 217 -2892 2825 -352 -3160 533 -663 No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .456' (7/16). Index-.395, (L/912) Maximum Total Load Deflection of .715" (11/16). Index-.413, (L/582) RECOMMENDED CAMBER: .39' Rtv 3-2,5-93 W/aD �ec��,..� �Ntl CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 34'8' HV-7 T-13 rq ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 D9 SP ENG. FOR TRUE TRUSS INC - l 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A & C DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 DS SP 1214) 660-3940 A A � INC X17-SIL LL 8C O WE85 LAYOUT ID: O 69833.33 OL BC 10 2X4 03 SP ADDRESS: -SCALE— MEMBER AL _. CALE: _.._ S MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY 6E NOTED 1/8 1) LUMBEA SMALL BE OF THE SPECIFIED MIHIMUM GRADES, 51 CGfxECTOP PLATES SHALL BE IHStALLEG SIMETR(CALLY ON f0} ALL TEUSION CHORD MEMBERS ASSUMED TO BE COIITO& USL/ 131 INOICATES LATERAL BAACING MEMBER IIA4 M11N.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" (MITI) PL'/WOOD SMEATHIIG. 1/2- 14) DISTALLATIGM AID ERECTION OF THE TRUSS, PERMAIENT. AMD IS OF NIGNEP ALLOMABLE STRESS VALUES. ALL VALUES USED 6, TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (WIN) DRYWALL OR BRACING MEMBERS SPACED 30' 0. (MAX). TEMPCPARI BRACING SNr/JLD BE DOLE IN ACCORDANCE WITH FOP DESIGN ARE BASED ON TIME LATEST EDITION OF THE NA- OIPECTL'I ABOVE A BOTTOM CHORD SPLICE. MESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. T ZONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7, V-2000 APPROVAL NV11BEPS: UBC 2342. FHA TCB 2014. SOCC 111 ALL COMPRESSION CNOPD MEMBERS ASSUMED TO BE CONTINUOU6L+151 THIS DESIGN CDIfOPM5 TG CURRENT lel OESISM SPECIFICA- FOREST PPOCAXTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8- +MIN.) PLYW00O SHEATHING, 1/2' tfGRS FGR METAL PLATE COxECTEG 9000 TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES DNLY. BI THIS TRUSS HAS BEEII OESIONEO FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING 1EMBEPS SPACED AT 16' O.C. DUALITY STAIDARDS FOR TRUSSES. 3) COIECTOI PLATES SIZES AM BASED 014 AXIAL FORCES ONLY. ONE THIS DRAWING. IfISTALLATIGN AND USE SHALL CONFOAM MAXI. UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS MAI BE CUT OA 14WIFIED IN ANY MAI. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN IiiINDICATES BEAPIIG LOCATION. 171 SPECIAL HUNOLIIG CARE SHOULD BE TAKEN OWING SHIPPING AIIO D Be LENGTH (ALONG SLOTS) ATHE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE NIB-91 FOR PECOMMEfDATIONS SIZE CALL OUT IS THE DIRECTIONIDENTICAL -CONFIGURATION AND LOAD114G SPECIFIED BY FABRICATOR 1p BUILDING TYPE: Enclosed Residentiat -REPETITIVE NEATEN STRESSES)IDT USED. FOR HANOT-ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPO151B[LIi/ OF FABRICATOR. CODE: Standard BUitding Code (SBCCI 1991) -ANTICIPATED HORIZONTAL 14OVEMENT UNDER TOTAL LOAD - .133' MIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: gg 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 2-9-9 RUN 4-3-9 8-9-I B-11-0 6-11-0 7-0-12 74 129.5 PLF 1-5-14 02 i2 2x4 2x4 7-1-0 Max Height 3-10-3 920 631# 8860 896# 886/ 4381 12 248# 6� 4x4 7x5 1x4 Bxe f4B# I Z�A N 3'►6 # Ni 1 67# 442# 240# 2429 240# 118# i 1 N o 40# 2835# I 12x6 4x4 4x4 8x7 6x7 /\ 2688# 13 5140 51 3Bx ,3 X•[u 13 12 (� 2-9-9 20 35 PLF 4-3-9 8-9-4 9-11-0 6-11-0 7-0-12 7-4-0 1-4-0 34-8-0 2960 Forces(L-R) TOP BOT WEBS WEBS -11180 10307 2567 7011 -7668 9999 -3380 -2718 -9958 6858 1687 -9916 9957 3292 -9916 5630 -872 -5631 0 -46 -897 3481 -2040 No trusses: i Truss designed to support 5-0-0 jack system With Outrigger Maximum deflection occurred at bottom joint /4. 2 Members Required FASTEN TOGETHER WITH: Maximum Live Load Deflection of .467' (7/16), Index-.404, (L/891) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .732' (12/15), Index-.422, (L/568) oI V BOT 10d NAILS 12'o.c. RECOMMENDED CAMBER: .4' WEB 10d NAILS 12'O.C. F- A(zEJ 3-ZS X93#JXD FASTEN AT OR NEAR ALL PANEL POINTS. DD-NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: E� 34'8' HV-5 T-14 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X6 #1 Ds SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7'0 OL TC 7 2X6 Of Ds SP f�qF 6(214) 660-3940 A N F-6A-SrL 0 LL BC WEBS LAYOUT 70: ((/ 814 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE' MEMBER TRUSS PLATE INSTITUTE TOTAL 47EXCEPT 4S MAY BE NOTED ' 1/9 N , I! LUNGER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR WAILS SNAtt Of IIISIAI.ItU SIWEIRICALLI DIN 101 ALL IEI151011 CHORD MLMBLP5 AS'.1010 TO BE COIIPAIIXISL.I 13) J1101LAIES A.A11RA1 BPACIIIU MEMSEN 014 Mill i SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/e" IMIN) PLIWOOD SNEATHT110. 1/2- 141 IUSIALLA11011 AND EME01011 OF THE TRUSS, 6EFMRIEIIT. AMID IS Of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR TWIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IMAfj. TEMPOPARI BRACING SMDJLG BE DOE IN ACCGRGANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE HA- DIRECTL'I ABOVE A BOTTOM CHORD SPLICE. UNLESS t40TEG OTNERWTSE. CURRENT TPI BRACING AIL EAECTIGN PUBLICATIONS. 71014AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS' UBC 23.12. FHA TCB 2014. SBCC 1T) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COHTINUDUSLA5) THIS DESIGN CONFORMS TO CUPPEHT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 66-125 BRACED By EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2- TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI TMS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16. O.C. OUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. 114STALLATIOI ANC,USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 15) 140 MEMBER OF THE TRUSS MAI BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACA055 SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAPI/D LOCATION. 17) SPECIAL 44A140LING CARE SHOU_O BE TAKEN OGRII46 SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATIC14 OF TETE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPUS59S OF ERECTION OF TPUSSES SEE HIB-91 FOR PECGMMENOATIONS DIRECTIONSIZECALL OUT 15 THE CONFIGURATION. -CCx4FIGURATIGN AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: Enclosed Residential -REPETITIVE 14EMBER STRESSES NOT USED. CODE: Standard Building Code (SBCCI 1�1) -ADOITIUTAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE WIND SPEED: 110 q* PREVENTION OF P0140ING MUST BE 14ADE 4140 15 NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 131 OF THE TRUSS FABRICATOR OR CLARK. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 9 9Z aF AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. RUN 4-7-a 4-4-0 5-3-1 5-4-13 5-4-13 5-4-13 5-6-9 74 PLF 1-5-14 02 02 e2 Max Height 4-10-3 356/ 394/ 4000 4001 3941 194# 12 6 +J v 3x4 xCX�`-" 3xB 322E \IZI N 3x5 2+3 1600 m N 0 i 860 1413 1070 lost 1080 107# 530 v ,XIX P t ifI ]6640 16651, 3x 1 (3.51 66% (3.51 66 3x7 3x4 5x6 3x5 3x8 17 Ir N 20 PLF 9-0-0 5-3-1 5-4-13 5-4-13 5-4-13 5-5-9 1-4-0 36-0-0 Forces(L-R) TOP BOT was NESS -3172 2836 -355 -1312 -2822 2523 307 2250 -3223 3222 920 -1613 -3341 2848 -493 -3341 1748 153 -2849 0 -401 -1749 640 -810 1433 No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .27" (4/36), Index-.225- (L/1600) Maximum Total Load Deflection of .423' (7/15). Index--235, (L/1021) REV 3-25-93 Olt-lb &F `1 figl v CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0" MH-9 T-2 T118 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 OS SP ENG. FOR: TRUE TRUSS INC1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 71214) 660-3940 LA E-ARE T-SUR-ST LL 8C 0 WEBS 2X4 #2 N SPLAYOUT I0: 448 OL BC 10 2X4 03 SP ADDRESS: - - MEMBER TRUSS PLATE INSTITUTE 33.33 TOral. 47 SCALE / EXCEPT AS MAY BE NOTED 1/8 r\(\11 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM ORAOES, 61 CONNECTOR PATES SIUI.1. BE IINSYMIFO S+METAICALIJ 011 101 ALL IFNSIUI CHORE)MEMBERS ASSt N4D 10 BE COIITINIIOUSLY 131 / In(jfCATES iArFRN BMFt,lHai WHty+. 1+i4 MIN ; "' CIES. AND 191 MAAIMM MOISIL04 COMFIT, ON SUCH THAT 111E JOINT 9AAND of EITIO N 3/6" 141"1 HI+MI1,1+'.44AN11101, 1/W' 14) IN},TALIAIIGN AIN,MH+(+IVJI+A 164 1+'+`..•, +Y1.MAININI AIM. IS GF HIGHER ALLOWABLE SIRES$VALUES. ALL VALUES USED B) TOP CNOpG SPLICES AHE /NOT I+ECOMNENDED 10 OCCUR IMINU DRYWALL C44 6PACIIX MLMBLHS 'iVACtU 10' 4. IMAaI. ICHPOPAP+ BHALNI'A SIY.,JIO BE OUIN; 116 ALCGNK.AIA1 011++ f0R OESIGH ARE BASED OI THE LATEST EDITION OF THE NA- GIAECTLY ABOVE A BOTTOM CnORG SPLICE. UNLESS VOTED OTHERWISE. CUPREIII IPI BRACIN5 Also EPECT15N PJBLICATIO115. TIONAL DESIGN/STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FnA TCB 2014. SBCC 11) ALL COMPRESSION CnGRO MEMBERS ASSUMED TO BE CGHTIN`JDUSLY151 THIS DESIGN CD14FDA445 TO CURRENT TPI DESIST,SPECIFICA- FOREST PRODUCTS ASSOCIATION. 1251. BOCA FILE 66-125 BRACED By EITHER 3/6" (MIN.) PLYWOOD SHEATHING, 1/2" TIONS FOR METAL PLATE CGNNECIEO MUCO TRUSSES ANG 21 THIS DESIGN IS BASED OI CLARY C0044ECIW PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIHA DRYWALL OR SRACIIIG MEMBERS SPACED AT 16' 6.c. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 011 THIS DRAWING. IHSTALLATIGI AND USE SHALL CONFORM (MAXI, N4.ESS NOTED OTHERWISE. I6) NO MEI4BER OF THE TRUSS MA+ BE CUT GR MODIFIED IN ANO WA/. Al CUIIECTOR PLATE SIZES ARE CALLED OUT U107H IACAGSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATIGU 17) SPECIAL HM40LIIIG CARE SHOULD BE TAKEN DOLING SHIPPING M4 BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nIB-91 FOP PECOMMEIDATICUS SIZE CALL OUT IS THE DIRECTION OF TME PLATE I ENGTH_ IQMTICAL LOADING AND G 7 -CGJF IGUAATIGJ AFD LOADING SPECIFIED BY FABRICATOR A BUILDING TYPE: Eflctosed Residentlat -REPETITIVE NEATER STRESSES NOT USED. -AODCTIGNAL PLATING FOR HANDL TNG TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 rph MEAN ROOF HEIGHT: 13E TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: i.325 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 3-2-8 166.5 PLF RLN 3-9-8 5-7-14 5-9-10 5-9-10 5-9-10 5-11-6 74 1-5-14 /2 02 2x4 2x4 7- -D Max Height 3-10-3 129! 7191 9541 966! 9660 954! 4710 y i L y 1 y 12 2401' 4x4 7x5 4x4 4x5 4x7 y a{ 1301 m 3 y 1 Z/ 0 7 661 7111 2581 2611 2610 25B! 1271 P1 f f I 35521 379411 3%4 axe 3x8 6x7 4X7 ' 13.5170% 13.5175 399 M N 45 PLF 7-0-0 5-7-14 5-9-10 5-9-10 5-9-10 5-11-6 20 e2 02 12 92 A-0 1-4-0 514! 38-0-0 forces(L-R) TOP BOT WEBS NESS -7568 6715 -265 -2940 -7254 5487 645 6301 -9201 9200 3191 -3HBB ) -9977 8720 -1423 -9977 5430 906 -8721 0 -967 -5431 1468 -1725 3042 No trusses: i Maximum deflection occurred at bottom joint i4. Maximum Live Load Deflection of .356" (6/16). Index-.297, (L/12131 FASTEN TOGETHER WITH: 2 Members Required Maximum Total Load Deflection of .558' (9/16), Index-.31, (L/774) TOP 100 NAILS 12'O.C, BOT 10d NAILS 12'D.C. AES 30d NAILS 12"O.C. p FASTEN AT OR NEAR ALL PANEL POINTS. Q,R&v 3 2S-l30IAD� DO NOT NAIL OA BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 36'0' MH-7 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X6 #1 09 SP ENG. FOR; TRUE TRUSS INC - 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3702 A 6 C DATE: 27 Jan 1993 ` n GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 WEBS 2X4 !2 DS SP LAYOUT ID: (214) 660-3940 _TNDFOA TL LL BC 0 iiiLLL 670 DL BC 10 2X4 i3 SP ADDRESS: SCALE: 33.33 1/6 MEMBER TRUSS PLATE INSTITUTE TOTAL q7 I EXCEPT AS MAY BE NOTED