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Permit 1603 Linkside Dr (vault) ADDRESS / o 3 ^ BUILDING PERMIT NUMBER We INSPECTIONS: FOOTING UNDER SLAB PLUMBING - 3 SLAB ' FRAMING 1- 9y COVER-UP `� ' 3 / l y INSULATION r 4 FINAL BUILDING S-( 2- CERTIFICATE CERTIFICATE OF OCCUPANCY__ ELECTRICAL PERMIT INSPECTIONS ROUGH 3 FINAL__ S '�2 9� MECHANICAL PERMIT # 7 9� PLUMBING PERMIT # 79C NOTES : CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORII)A 32233-.9-W5 IN TELEPHONE(901)217-SM FAX(901)U7-5805 NOTICE TO: Water Department FROM: Building Department DATE: S- � q- 9/// Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address �- 76 cerely, (:;7a7 Building Department MAP SHOWING BOUNDARY SURVEY OF LOT 138 BLOCK '" AS SHOWN ON MAP OF .SEL M Z hV1eS/DA=.-' c/N/T 2 AS RECORDED IN PLAT BOOK 47 PAGES QS"8S ROF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENTER ROb1Es CO�PA::7V?A710A1 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ND1E: ELEY.441OV.5 ARF ,SAIdwAl 77JUS: (13.75) ANO )V46F6R rONgI/ONIfL 6ffODEr/C YERTiCiOG r✓ArU+N 4Fl929 N o ;r 14.3 I o� 1 so'of=oo E G s,ao ` Z3 o C {G I' Conk. •...14 1� z3.� /-SWVY sraeca DWELL1A6 o a J8" EAI/ES � t�j 4.0 M ii.9• /G.¢' i•!'.f4uA46 �� i 70000 COLt/MN �a \\ b' mo y0 <so R•�NT �F w,a yJ MAY 17 1994 Building and Zoning TRANSMITTAL DOCUMENT FOR JEA DATE: L/ - i V The following permits have passed "rough" inspection: Permit No. Address ` r 1 12 e1 R nn,b(mesdc)axexxxzzxgibr3ma*xmpdxmxaxfxk*xV= Please update your records accordingly. Tha BUILDING CLERK CITY OF ATLANTIC BEACH /vcb r i GATE: � & y'T PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE: AND ARE: SATISFACTORY : i _ _ ------ ------------ ------------------------------------ ? --'—� ---t=--- —�=zt�.f a`=r------------- �y�� -------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE vvuitn IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, ..wll.lt ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. IX Zvi ELECT ICAL FIRM; MASTED EUCTRICIAN BLDG.SIZE BETWEEN: RES. Apr.( ! comm.( PUBLIC,( ! INDUS.i ! NEW OLD! 1 REW. ADDITION t ! TRAILER( ! TEMP.t ! SIGNS t ! SO.FT. SERVICE: NEW I>< INCREASE( ! REPAIR( ! ' FEL CONDUCTOR SIZE AMPS 1,5COPPER I I ALUM SWITCfl O BREAKER .�G Yo !.i. . EXIST SERV.SIZE AMPS PH W o VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL is RECEPTACLES CONCEALED OPEN TOTAL 0.20 AMP6. 3 1.100 AMPS. �••; SWITCHES i`' INCANDESCENT FLUORESCENT&M.V. FIXUD 0.100 AMPS. APPLIANCES BELL TRANSF. y: AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT O.1OVER i• MOTORS H.P. VOLTAGE PHS N0. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS; UNDER 600 V. OVER 600 V. N0. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER ' EAL`?i�SIGN _ FORWARDED $ I. TOTAL FEES 1 f'. v, ^i r wror t FaF CITY OF ATLANT#C BEACH s � [ yea ww.>w=wr ,FiO `Lo + ",►i t.if �!TOP I n t9169Add 16603 URtj, 0461 f1,CAL AmL�TI ,.; 'LQRI�A 33 Lot C $ItO� tIL itto Towrskxi :�. t10: va ` 47 :40 $47 . 00 1 r Y PERMIT `� .00 . ritt LORI1 �` w ate % w WATER HE 'T`Zf $0.00 RADON ()A$- '.It 0.00 .. ` � ., .' .� RA �T� CA;E xx OV 4.tit? ,{`Aj.[� * �yw[�� y{Ay[y,�''TT" PRE, }�y� ?.tkfl}*� ,. 3 IMS4 � hiY �If�fA-P M0" K FT. 3" 7 AD M�t#AA�L I C�:SHA � '�00 R 40 Q. if x 5 f li**E I tNa1MS AND FOOTINGS MUST BE INSPECT,E0 B'gf*RS Pi V RING PERMIT VOID SIX MONTHS AFTER DATE OF IS SU:E L## 1A ItFt# Ing t 1S t t RIS FROM THIS WORK MUST NOT BE'PLACED IN PUBLIC SPACE,AND MUST BE l€Y #?k#f5R'CONTRACTOR OR OWNER JE MECHANICS LIEN PJ�►Y, T1IIE FOR UILdtNFkC� H1EN" ' s � # i "Its 0,AP€�obvao kANCHS WHIARE PART OF THIS PERMIT AND SU$jeCT,TO, ftEVOrAfi#C 1 FOR � 9 IR#CAt �,E P#OVI410 LAW: r UILI�INDErPARTMENT �: OF ADDITIONS or CORRECTIONS • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMP ETED The following additions or corrections shall be made before the job will be accepted It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any port of the work with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions.or corrections have been made, cellBuilding Department for an inspection. Field Inspectors are in the office from Ito Monday through Friday, vtuMeiNG I EIEC BLDG 13.4 PRESS HARD-USE BALL POINT PEN I IrIVA I I VN 10 bn completed by all oppliConts 1�'ioalldatNiOb of p/re►it giver fW doing the work as de►cribed in the�Wva ►1414,nant we hwlby aq••• to pertoa�n ss;d work i►�•::oys•c•L ' v►ith the,ottedpd 06as 6,10 spaci(ioetbns which are a Pert hereof and in accordenc• with the Gly of er4d Oto' •d► :of good"pracki iiab.d ihe►etn. Was eier Wa►l) -' MANDARIN HEATING AND AIR Mlitcol ie;c►an CACA12623 Nsbi of Pro"O.aer CENTEXHOMES �iigAewrd of O:raat ilgn•Ivr• of W AuthetBed/1yeKt Alehiteet at EApiAear 111" 6MBML INK*MATION A• Type of ANliao fvett � 16 OTHCtt CONSTRUCTION KINo DONE ON } THIS NVI tlINO OR SITt 7 YES (�''6+at•-Q t}! [� N&Nr•l a CaetreiUtility IF Yrm, 41VE HUTA*Ert OF CONSTRUCTION Ca`0� , pRAM1T 782/, {Ye�ilf MI1CAL i"IrMINT to U INSTAL.ESO NATURE OF WORK IPVOV; ft so+►►04%%t of CONysertoeM oa bae%opf.�li►te knn} Re6ldonfiai or I] Commercist tiu{ yY' (} SpttA Q Raussed Jot Gnito 4• FIM �Newsulidi(1p ;! k C {) Room Ganitel O Existing Building I MctaiaeFIM& lhiat 1 11 O Repluenient of existing system sy" f�ara apeoity 1200 0A6 New Installation(No eyelam provlovsly Installed) (] Extension Of add-on to oxistinp oyslom O Other— Spbclly P t�adip"leerett Celradtr •PM• nn! �}t►.uo"I N1{rMll>K tl� f►eat� ....��,...w.Y..�. rr i.w..+ Elrrrttat Q Maallit. Q Ex�1a►or. lal+tob+►) : . THIS SPACE PDX oFFICA US& ONLY p,'T�r�n..�r�.(aYa►ba) Raman{ Q.'L1ret aebl�_......,..�..Y�.`(t►dmbar) P•ttni► Approved by bsh► terralt h� >`LTfiT`AtL$QUIPMENT COV tONINO AND MP•RICERATION EQUIPUENI' j !amitty !1't�►is•ttJnfta � bworlgtsoa Xode1 Nur»bar �taauttuturtlrC7baat) TOM TRANE 2 r. t:- i1QG1rtW0;+„PtJ1WAM, BOILIERS, IrIRRPLACE'S r�';'>lfs�ltRtVAftr � bMrrtpt�oa fttsQellfWnbar �taaufagtatet t>c4p&4) AVroUg TRAXE YA FJ if.r►xA+yr i Naaifaa qr Ltau=d M%*ct serial ApprOvog. ttfgtd c'Sant�tt►ad u=ufsatum No. A�cncy 'Yt� ` W'' S-•,fir•. ... ".;•: ,: _ 77777" 790� W�1�� 7 Y t,��',S• r"}�rh XML •4 4 . DEPA 'MENT#�F BUiLtS1N+�" .. CITY 4F ATLANTIC SSACM b 7k+aiMr 1Mr: R • ;.' :" wrr r,...w ,r w..wwr...w.• LO ,(t+ i oLl or, 7 9104 Address. 1.60, KOIDZ, DRIVt NEST ATLANTIC AM %ORIDA 3,ZZ33 5 . Lot: B i ca c�. $oidtion.• Ppp d -'Use v 01 , Tws 'sht RNC3: fI ,> , � nade'_. S'0ubdi. �r : LVA LZN] #. told, $0' 00 t. w r0 .ESQ 94 h t 4100 .91 NEW SINGLE PAMILy R0 k C D D- I'VE- WEST WAT �`r`� � � �d0.00 • c AI#OW CAS sk. $0.00 LVMS I; r CAPIIC41 €S 4# , FLA. HYDRA LI LN ;, � Q4� { t . I i'Lo,H MPACT d yry.m. +mmr.m r ' r r x L 5\ i REy 1=t�A�S I►N�fi?{#TINOS MU&T BE 1�8PEGT�Q 'EFOR41101DU fINO PENiT Sfft SIX MONTHS AFTER OATS;®F t11" ISv �,•�, )E,"$FRQ A THIS WORK MAST NQT E#SLA fl 1 1 PIJ SPACE,AND�uFt3 T E ? � k P tl TS F AV%A fi Ott ITNfR CON TRACTOR OR OWNER" TH THE MECHANIC LIEN LA kI �►h1 RESU .T: W { �.'IO APPI�CaV1_D PLANS WH1CH"ARE PART OF THIS PERMIT A C3"$UBJECP TO REVOGAT I"FbR ! � '.� "E PIQVI$ONS OE tAW. 'A'ILAN'�i 1 UIt,C N G TN[I� T 7�� 0031193 31 1 .. 444444 oat a �s .1 W CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOI B LOCAT OAlt : N OWNER OF PROPERTY: BUILDING CONTRACTOR: �Imv"(qx. PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P. Q. BUX l4bbb JACKSONVILLE, FL. 32210 TELEPHONE NUMBER: (904) 772-0900 C F+ C - 0 19 19 STATE LICENSE NO: TYPE OF BUILDING: �C- TYPE OF WORK: I HOW MANY OF THE FOLLOWING FIXTURES INSTALLED / SINKS SHOWERS LAVATORY /—WATER HEATERS •°� BATH TUBS —DISHWASHERS URINALS / DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ i ------------- ------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION�OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 --------rr--------------------------------------------=--------------------,--------- a tj c d e,--- — -- -----� 4� f -- --1--------- According to plat thereof recorded in plat bookpages& ( �_!_.� ---------------------------------------------------------------------------- ------- ---------- of the current public records of Duval County Florida. rGeneral description of improvements ---------------------------------------------------------------------- P Construction of Single Family Residence with Garage on concrete slab A -----------------------------------------------------•------------------------------------------------------ 4-) Centex Real Estate Corporation 9 Owner ---------------------------------------------------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 aAddress ------------------------------------------------------------------------------------------------- aj Fee Simple p Owner's interest in site of the improvement to o Fee Simple Title holder (if other than owner) ------------------------------ 1D LD Name ------------------------------- ---------------------...------------------------------------------------ 0 b Address --------__ x Contractor ---same--------as-----owner-------------------------------••-----------------------------------------------• h Address 0 .J Surety (if any) --------------------------.-------------------------------------------------------------- NAddress -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ---------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -------------------------------------------------------------.------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Menor's Notics as provided in Section 713.08 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ---------------------------------_.._------ ------ -- -------- -------------------. Address ------------=------------------------------------------ ------- -- ---------------- THlY SPACL FOR R[CORDER'f U29 ONLY - ARTHUR DAY OWNER sworn to and subscribed before me this >—S tday of 1994 by Arthur Day • \��\\111111111 il,rJ��i who is personally known to me. J•KAGAJV 30 Notary PA&61 state- o4 iorida r 2� t 0 #CC 302317 ; DIEPAITIIENT C?f CITY QP ATLANTIC flEA a N PermitNumber: 7 24 Addr ss: `1#0 `�: T RS�c6 , ;biNR rmit Type,. Mall _ �� , �� 33 : ,4 �Z , f o .. ` `tx Typo,y WOOD,:-MM Lot* 138: proposed Ute' '� L9� �wza i . RING.. ? OX Wei Ings Estt ravat<. 00 -48 ri. Ix .. ..�� roti ,.,� .. _ �,. .. SP R T ' f DRIVE SO P+ R t . } ° ' AVU 46 4 NOTES.'_,;, i4 NOTICE -AL1.C+r NCt TE I9ORtAt AND FOOTINGS MUST BE 1-1��+�i PERMIT VOID SIX MONTHS AFTER DATE OF ISSU{ . ,r EWLbIN+C MATERIAL,R111981511 AND DEBRIS FA OM THIS WORK MUST NQ k3f PLACED CLEAEt UF'ANCA #AULEt�AWAY BY,EITHER CONTRACTOR DR dWNER' PA lR TCS OMOL PITH THE MOCHAk` ICV LIEN �AV�; A » "` 1 R+ 3 R} ' ! t # .PAYi iG ' VVI Fo. ISStlE# AGCORlING TQ,API�RQ1/EC'PIANS 1MHICH ARE PART OF THIS PERMIT AlVt� SUBJECT4 �AT t 3tA'M# IV01P APP O CAB. *FIp 1St SNS Of LAW. ATLANTIS BEACH BUIL0fNG'D8PART4ENT a k I p A Y` 1 3 BY.F r oy xi PROPERTY PttiSCRIPTION CITY OF� C �Catic - 17loscda 7 OCEAN BOULEVARD -J A N 2 6 1994 P.O.Box ATLANTIC BEACH.rLORMA 32233 iubdivieiont_S��v��_ ".? Building and Zoning �'EPHvxE19a1:4s,-vrs -------- street KaJR. i DESCRIPTION OF WORK �o �1�j »r Addreess_ ________---- _ X, It in a FLOOD HAZARD *food Zone#___r^--_ ...._area complete pap. 3. Brit Descriptions ^ ----___-_- __--- Class of Works �( (New/Remodel/Addition)___`__--_- OHING IHFORNATIONTypeof n Constructions ' onectioat_ :oning Proposed listrictt_= Use s--- ...._____-.._-..-.:- Estimated Value D_ ---------�--- :xceptione or Haterialet_w ZICS ariances Oranteds__,,,,.____..____.:_._...._.._.... Solid or --------------------------------------------- Filled OWNER INFORMATION Method of Hastings Property Owner (`..�re Phoneo—`,,O Mailing b �. Address- O -----pp-��-------------+- N_�_NMN---- 2 ` __..----------------.._«.__------- zi CONTRACTOR INFORMATION Contractor \/\\ A = le' ` Phones Mailing Addreass ( Q � Expiration License Numbers__`-_`= Q__: ..sd �s------------- Dates-------------- I MERSaT C[RTIrT TMAT I NAVS MUD AND [XANIREO TMI! APPLICATION AND SHIN TJI[ NAM[ TO a[ TRY[ AND CORIMT. ALL PROTIBIOW or TO LAMS AND QRDINANC[Ji OOTERNINO THIS TTP[ OF WORK WILL •E COMPLItO WITH* MMRTN M SPSGIrI[D NMIN OR NOT. TN[ ORANTINO Of A ►[RNIT DO[f NOT PRESUME TO DIV[ AUTNORITT TO VIOLATS OR CAN= TN[ PSO1/I9I0M8 or ANY FEDCRAL. STAT[ OR LOCAL RYLtS. v (� R[OULATIONS. ONDINANC[!, OR LAM! IN MANX P IMCLUOINO TN[ OOVERNINO OF CONSTRUCTION OR TN[ P[RFORNANC[ OF COWTRUCTIOM 0/ TN[ YNDtRlTANO THAT TN[ iISUAMC[ OI THIS ►[RRJT 1i �y1•.��. CONTEND T UPON TMS ASOVS IMFORN IOM a IMO AND CORRECT AND THAT TM[ PLANS AND fU►►ORTJRO DATA MAVt a[EM Olt SMALL- u P�OV AN I"; •+ Signature ----------Date -------- Ownery I - -- --- --- � � _ Contractor Signatur._____.M�_ _ Oate 1 i CITY OF ATLANTIC SUCH lSft![IT CALCULATION SHSET Address /6 03 �. OV 6< S t Z) F-- J � Date 2-- / — ? f4 _ / — / f4 _- Heated Square Footage — --'--e $ S o ,per sq f t = $ Garage/Shed :V Q $_ per sq ft = $ -'5r 9� Carport/Porch :Z_.� $ per sq ft = $ Deck 0 @ $ per sq ft = $ Patio -m—Lf SYE $ `('�� per sq ft = $ 336 .E 100, TOTAL VALUATION: $ � , sa� X610 s Total Valuation 1st $ C2) Remaining Value $y. per thousand or portion thereof TOTAL BUILDING FEE $ ♦ 1/2 Filing Fee $ z (I ) Fireplaces a $15.00 S 6S BUILDING PERMIT FEE $_ g WATER IMPACT FEE $ Y3 SEWER IMPACT FEE $ /-2-s WATER METER/TAP $ S•va CAPITAL IMPROVEMENT SEWER TAP $ (IbUl) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 35':0 (I (41) SURCHARGE .0050 $ OTHER $ 4 . rl GRAND TOTAL DQE $ ADDITIONAL PERMITS OR FJEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank` Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 1 BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) 1 DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2)2 JACUZZI ( ) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS -S @ $20.00 EACH JOB INFORMATION 160 3 Llc CITY OF 4& !3ea4cA-Ilaud� Office of Building Official /REQUEST FOR INSPECTION Date / Permit No. Time? A.M. Received P.M. Job x dress Locality Owner's Name Contractor --e— BUILDING C T ELECTRICAL PLUMBING MECHANICAL Framing Rough Wiring Rough Air Cond. & C, Re Roofing Slab — Temp Pole Top Out C Heating Insulation E Lintel _ Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. Friday P.M - A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy Date CITY OF < 4&6^& Alf-MA-I&Id- a Office of Building Official REQUEST FOR INSPECTION Date- Permit No. Time A.M. Received _ P.M. � PAZ Doe Job Address Locality Owner's Name ractor BUILDING CONCRETE �oughWirmg PLUMBING MECHANICAL Framing 0 Footing D C Rough Q Air Cond. & Q Re Roofing 1✓ Slab ❑ Temp Pole D Top Out 0 Heating Insulation Cl Lintel C7 Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Fr+day M. A.M. Inspection Made PM. Inspector Final Inspection L-j Certificate of Occupancy j�fu1 fi y �`�! Date '! CITY O/F V&_ Office of Building Official REQUEST FOR INSPECTION -• �'- Data Permit No. ` Time / A.M. Received __I �� G�' P.M. Job Address Locality Owner's Name Co ntractor BUILDING CONCRETE PLUMBING MECHANICAL Framing Footing Rough Wiring C Rough Air Cond. & _. u � Re Roofing Slab ❑ Temp Pole E Top Out D Heating Insulation _ Lintel Final E Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. . Wed. Thurs. Friday P.M. Inspection Made _ �~ r in _ P.M. !rector Final Inspection " > Certificate of Occupancy ":!F'X A.— Date CITY OF Office of Building Official REQUEST FOR INSPECTION ?e5,2 4 8 V— Time n 9 9 M DatePermit No. 's— Received G P.M. n Job Moress Locality Owner's ' Name Contractor ILDi CONCRETE ELECTRICAL rPLUMBIN MECHANICAL Framing E, Footing L7 Rough Wiringougf h fl it on .& Re Rooting L Stab LE Temp Pole r Top Out ❑ Heating Insulation 1F+ Lintel 0 Final Sewer F3 Fire Place C Pre Fab READY FOR INSPECTION M, Mon. Tues. Wed. rhurs. Friday C A.M. Inspection Made �_r P,V1, 'inspector Fina Certificate ai Occupancy'" Date /��#�//-� _�-�,��, CITY OF / �`j��_ 4&aa fi A -0;&v 4 Office of Building Official REQUEST FOR INSPECTION Date _ T Permit No. � Time Received , Job Address Locality Owner's Name Contractor T BUILDING CONCRETE _ ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond,& ❑ Re Roofing E SlabTemp Pole Top Out E, Heating Insulation Lintel 1PK Final E Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed, Ti1Nls� 6r idayM1 Inspection Made y M, Inspector final Inspection ❑ Certificate of Occupancy❑ Date ft CITY OF 4&4#4-0 B - ,lar t3fflca of Building Official REQUEST FOR INSPECTION Date __ Permit No. Time A.M. Received PM. 1605 __ Job Ad Y Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL ;P;U�7. BI�— Re MECHANICAL Framing Footing = Rough Wiring ❑ IB:7Ar Cond. & Roofing = Slab Temp Pole Cl op t Heating Insulation Lintel Final ❑ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs. Friday_ PM. "rat Inspection Made 3 P.M, Inspector Final Inspection Cj Certificate of Occupancy Date _._ CITY OF PAY ,& 4&4odk B"-4&uJ6 Office of Building Official REQUEST FOR INSPECTION Date n-, Permit No. Time &M. Received Cl PM 160 01 1�7 Jo dress Local Owner's Name Contractor BUILDING &NCRETE ELECTRICAL WL Framing Footing Rough Wiring Re Roofing Slab E T Temp Pole op Out Heating Insulation Lintel Final a. Sewer E, Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Friday—P M f:) A.M. Inspection Made ------------ .Final Inspection Certificate of Occupancy E-' Date erc �4&aa& iBli- � Office of Building Official / R'EQUEST FOR INSPECTION Date �� T Permit No. Time //� A.M. Received / CL r Gj PM. ,^� Job Address Locality Owner's Name Contractor ILDt CONCRETE CAS _L SMB S MECHAN{CAL Framing ❑ Footing n 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. pp Wed. Friday P.M. Inspection Made Inspector Final Inspection t Certificate of Occupancy❑ Date ' CITY OF Office of Building Official REQUEST FOR INSPECTION Date .. `� { Permit No. Time , A.M. Received P.M. U Job Address Locality } Owner's Name Contractor UILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing Rough Wiring ❑ Rough Cl Air Cond. & Re Roofing Slab F- Temp Pole Top Out ❑ Heating Insulation Lintel Final ] Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION on. Tues. Wed. Thurs. A.M. Inspection Made !!Spector_ Final Inspection ❑ Certificate of OccupancyLl Date w f � i FLOODP"XU DEVELOPMENT INFORMATION Type of Developments \ Flood Zones Required Lowest Floor glwation� If building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAD BEEN POURED, certifying that the LOWEST FLOOR EL.BVATZON is equal to or above the baso flood elevation established for that sone. No final inspection will be wade and no eartitieate of occupancy will be issued until the aWrvey is on Bile with the Building Department, COMMENTSs Applicant Acknowledgements Z understand that the issuance of this permit is contingent upon the above information being correct and that the plans and suppoarting data have been or shall be provided as required. Z agree to comply With all applicable provisions of Ordinance Xo. 25-7-11 and 11 ther laws or ordinances affecting the proposed develop t. Date 1 ZS Q T --Applicant*s Signature -----------------�------------------------- -------- Department Use Required Lowest Floor Elevation --- ----------- As Ituilt Lowest Floor Elevations ................. Surv&y Filed with Building Department ........... Building Department Representative page 3 r i;JJ J , w T r 1 r 1;. I r ,, ff s �.. 17 TTW 1o 1 .., .L.(i!,-1 ill P, ; ! ! ... , 0-101Qpo i .. l V PC.. 1. ._ ._ 1 W ..... _ ... F01100 ,. o K. Lmillal Cori, (C. VOUIPPed WA "r -VqjvW �n oil MOIL wxhaynr Pan"I.' - _ 1 ..'-11_1.a ` ,-,;.1.i, , M HU 1 Q)mbU�7 _ . . ,, . .G ' _. ., - 1 vr ,r, ' I Ir- ,." r - A i � ! 1 1 , _ 1 I,1_: .. CLICOK 01 _ I. .. I _. ; i. low.1 ,a I 1 _ ((k ... 1 ., ._ .. no nn.. . non i ..�. i 11 II .I. .. i on, ,. I! .I...I.c: _z. 1 .. i , ._ f lt;.D I a 0 j OW 1 Ono,'It _ no 'Iwr ! I ho 0 6 C a, 1 Y �t I a-Wd . so H,j U,. ,I.f� I1 _ ,�.is d _ ('.. a, Lu d t .A , ,i? I d. 1. 1.,,,t.i. s-„ t .�� , .._ � Int,, i(I _ , ;IFh; 1AHO -,n 0,., 0 o AND ADURMik. 111 ,.ti tOI } 1 1 ,,i `i CL VI', _ 4 YY 1.nQT pone w i. �: . 1 i r , „ Q C qI !, - r w w y n, -,t inn i f dinky , PMPL wn Il X11; 1 i u , 1 ,., r, , �1 , ... ,. + 100 .,1... ..,..d.Cc S d , Tat a , ion V ... ., j ` Qblkitan& W .. 1.., i ,. . 001 -10500 _,l t ,.t. .. .;tJVV .. _ , iC - s w. , r _ it 11141 w_ 11'_ ,- , 1 4 .!>' _ � -If•_ r - ' .- "'. i 1 1 a A , , i , r iREA a .. 0 1 WIG 1 ._ . 70. WINTVCOrr`1 I r l jr._ fly to _. . WL . P-_ x r r � , v r r� s ,. �:�. r ; . - _ . _ . , , -�. < .. ,� ,; ,: . _ � .��.:,.t. ... �:a_�r" ,.,,� �. . �, �. .. , , . ; _ > i ,i��1 ( �. ,. l ,. _ : I - r �i�'i +u.t-._ � �� i _ . r 1.i�t1 .�..I�._ i lii�il �LI . .:'a iil �� i 7 ,,. i i,_ ... _ .. i �, � - � .. .. J_.. it .,�.1lillltc-9 t';4�i1 _ __ . . ., �� .._� .. ,. , Ili i� M � ... � � i -, _ � ,I _. , _ �. ., .,. _ _. _.. ,.i ,_ .. _. .. ,. _ � .. _. _... � _ .. .., 7 �, e .,n I � 4 .,I .. � i °i i ,.,.. seii, :• �� _.. _ ..... _ _ � _. .. ,. s ._ a i �. ... :�. ..! .. i ,: i � fiiq?' 0-7 j 5rr-(- ap i .,f, lrzk 7'-o) j 5rw- b0 -Q') 9PfG r-13 IE ?toil-ts sIT I iE s? t +5 EG T—// ON` t� 51'a i qut. 5M', �a T IEA(37r ly') SPG a� ' .16 TI r tin T � 'T"- iEA ' r�•to 01 pt-1 - rstrc*� I. Do not Cut or alter trusses without written perr 4i on from true trust ok MMoo _ HANGER'S 2.trusses will be built in T-a Co4 t e�HE ! 2 X 6—8 strict accordexe watt this _I) Wk2' "} 11-7 b Z X 18 ["out --: ; Approved Br .............. 4 X 18 Date _ CUSTOMERC If _ JOB NAME 370'j- RUE TRUSS 641.0166 a v}� IMFDRTAUT'LIOTE ON RECEPTION OF LAYOUT.1 TRUSSES,At4 FRAMERS ARE AO4ieBITO CAi I IRUE TRUSS FOR j wuwra waw" . Q19L MAO SETTING Of TRUSSES. 08-05-1993 S Z Z E ANA L Y S S S Page I of 1 11:25:41 TRUS JOIST MacMILLAN (KIST six-51001) MARK H. ROSE (SOIOD) Project Hate: CEHTEI HOMES - PLA] 13708 A 6 B Page Title: GARAGE DOOR HEADER ---------- TJSising''" v3.40 ---- Building Code HER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... H/A Dead Load(psf)............. 17.0 Repetitive Member Use....... H/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ K/I SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl I UHIF(plf) 360 L331 130 11'- 0.00' S'- 6.00' from Lt Repl 2 TRIIH(plf) 0/ 130 1331 0/ 80 5'- 6.00' 01- 0.00' from Lt Repl 3 COHC(lb) 1800 1331 1140 51- 6.00' from Lt Add 16" TJI(R)/96 JOIST 161- 6.00' ' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTAHTI The analysis presented below is output from software developed by Trus Joist MacKillao(TJM). Allowable product values shown are in accordance with current TJK materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJK Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 under 1331 stress TOTAL Load Koment(ft-lb) 25033 25033 < 26215 1051 KID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 KID Span I under Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 under Total Load criteria Span 1 Kai. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Issued Brg. Length(in) 3.00 3.00 Kai. Dnbraced Length(in) 46 Copyright (°) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJIM is a registered trademark of Trus Joist MacMillan. ?JSixingt" is a trademark of Trus Joist MacMillan. Nov 8 IIA 2eevX named sassda D p oC tre pc°r9a 01 t nd�nxgs °�t tlors 1 jpl° c�a q71 a ass 5pe�r the�$p ns to Chap�e t of ti u lnsptepale with F1or1d ers 11s1edab d have b�CG°Kd-12 d1,°rewltdeX s�e�h p�e� 21N at fixed°"�� gulatlo" PC°1ess1Q" 1 of 14 11 0 2Of 2 11 .4 1.s•M�'�.� / � t Pli 't•Tf R E O So 11 LA-CA S.NA OE OF THE SPECIFIED NIMINM GRAK[ M CONNECTOR PLATES SHALL SE INSTALLED SYN11TNICALAv ON N THIS DESIGN 10 APLICAKE TO SHORTEN YMH TRGSES OF $21 $p' INDICATES LATER&*RACING MIRKA 1171 MIN.) SPECIES. Ma MAXIMUM M01ST1NE CONTENT. 04 SUCH THAT log JOINT. IDENTICAL LOADIM*AND CONFIGURATION. S41 INSTALLATION AMD ERECYIOM OF THE TRUSS. PEPAWANT. AND Is OF H1WER ALLOHHAPLE STPESS VALUES. ALL VALUES USED M to►CRMO SPLICES All MOT AEC41*4wdm TO SCLVT /*1 THE IOP CARD SMALL K LATEAKLV GRACED EIIHEN OV S/G' ILMOGRAR'ORACING SHA&P K DONE IM ACCOA0AN(Z MIT" FOR DESIGN ARE SASW ON THE LATEST EDITION w TK 14A- DIRECTLY A00VE A ODTTON 41H410 SPLICE. 06I0.1 SHHEATMING OR WWING HEMERS SPACED AT 1•-0'O.C. CUWAENT HPE GRACING AND EPECTION PuGLICATIOMS. SIGNAL DESIGN STARDOM P SIISED BY THE NATIONAL 71 V-5000 APPROVAL NAEENt USC SSY NIU TO SOIL SOC DAX.). ISI THIS DESIGN COWOMS 10 CUHREMT TPI DESIGN SPECiFICA. FOREST PRODUCTS ASSOCIATION. S2b. *OCA FILE WOO IU THE ODSTON CHORD sKAL!LATERALLY SRACEO EITHER OV I/ONS FOR METAL PLATS CONNECTED NOW 1WSSES AND 21 THIS DESIGN I1 SASE*oM CLARY CONNECTOR PLATES ON.Y. OI THIS IN"IAS DEEM 0117411111 PCL THE LOADIND 41O6H 1/2'90104.1 ORYMILL ON GRACING IENSEAS SPACED AT 50'-0' DUALITY STANDARDS FOR TAIbSES. 41 CONNECTOR PLATES SIZES AM SASED ON AXIAL FORCES ONLY. ON THIS OPAMIMt. INSTALLATION NO UK 414ALL C04F4190 O.0 ow.). IN NO MEANER OF THE TRUSS MAY SE CIT OR MODIFIED IN ANY WAY. AI CONNECTOR PLATE SIZES ANE GIVEN K DEO. AXIS SY 0 CEO. 101114 THIS DESIGN. 171 ® INDICATES NEOPS LOCATION. AXIS (KN. SY WNIZ 1. ry -Odd Web Length Maximum deflection occurred at bottom joint e5. -CONFIGURATION i LOADING SPECIFIED BY FABRICATOR. te turned 90 deg. Maximum Live Load Deflection of .190. Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED BY 15x. pical Panel Maximum Total Load Deflection of .261'. Index-,307. (L/781) -HORIZ. STRONGSACKS PER PCT-80 SECTION 800 REO. Total Quantity of trusses - i 110 L 01 111 In in 1n to 1n In 110 14' to v RI t+i 1h In v E) R-3016 In R-1016 (3.5) (3.5) MAI?P i0 PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 L EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 595 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3925 3023 1359 CLARY A Division of PLATE TYPE: O.C. SPACING LOADING OW) TC LUN9ER DESCRIPTION W� �� ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 2-4x2 +Z Ds SP 16'11-3/4' GARAGE HEADER 1601 S. GREAT SOUTHWEST PKWY. 5.0 LL TCi0 OC LUNGER 1-4x2 i2 Ds SP ENO. POit E 9 GRIND PRAIRIE. Tx 75051 OL TC 0 TRUE TRUSS INC. TOMCE Program 12/4) 660-3940 LL eC MESS 4x2 •3 SP IEKKA TRUSS PLATE INSTITUTE 558 s1 33% TOT PRaJECT: MASTER - o/►Tfd6 OCT 1992 ScOCT EXCEPT AS MAY OE NOTED 064 om`+{M ms's "o, s�ts+ "sw{ ! SEp g � pv 0. r+� wf v ♦ ►Er�t d t�♦pta► •E o"10 .moo c�{to tw 0 crp Cl 15x, 90 w {l'* "tom a 'rr�Er "s V+� pµ C�pR O j 9p 58CSSOtr .".ta"tcM' sw srt}t w►w,v*w S �t1 �►t. pEP pC ♦.lu0♦-wa° so WOO ..� ss1 M`aA {ta► .C4 t00j glCKS rcArEs "� �t4 Wx0�Oj,{E♦ al sA, .�NpRt2 gT w s tot Vta♦�sw w°''O ss� �i0 ioa .st taro pat► w {°ri400;,Ovw wto t�Awa 11 v0 and at qoti3} Mt"u•�"w tuck♦u� °r1.ee• 10,00 ai�t' lltx W.'Si ll.l63 �EtFi {EM4.�Ya{tt w 11 lot.{ Mj'M• a tha 'jtsdsX X399. d rr�Mplsru� Yw star aW {Nt♦ ♦Wy 1M► r tCa . e1t WN r"t►*t'u` E 1,1916 AO so wo wn Y w too j#t♦°� 6,72 of 23A . Yt►d ti �#a+tom v♦y{yo 's tv ems` t�,a;:'#• rsan Occ%$ t 160001% at'-asses • 1 to" Otsto+.'s 0 0 ar CL kip dt♦. ►1 tle�t 1.aa etlec Of � rG i d {1000-gats ioIt♦06.1 s de q,siva 4oad Q�ent:ity x ,wx est -,%"WS ST"� µaxi axiom tsl el N lots 1I sit 1-Cent" Naxit�., to roti * x a 1+O i en a .Odd vta A 9p deq• .Plate s Pagel N P.ZYp1t t�'x s 'PA A•1568 to N rx � N � to W � 1A* rx i.i � 6 P.31 a >n .2A9 2653 .1533 „1g15 152g „219 ..i0g8 2 .2280 ~22 9 6A5 A, GpApG6 µ8E0Ee �� piroq�aw sc e c„ c .6182 .9 gib .218iPtiot+ i6. OCA 1992 .ti5i .219 � SS ppSp3 ..6611 -66%"8 gAs QB Sp ENcy. rtoRSµ . S 1,0L`je ghtSµ .9182 %S2 .219 .i0 O to` P2.-AY-2 ♦2 as SP SS JO)S t to P1 .5162 ..i9?5 g16 �twa 1 a22 *g SP Ey 06660,..2250 .?Aa pea 3 ttq u AO Ax {Eo p ' 1633 2653 -'083 6 ta1'(W- 306 tvF o•z Z 0.0 1�`'Ir-so o��, � AS�'"� -. O 3915 1*.t'q.2p00 toj►�65 .# a too s 0 ��X w TRUSS SPECIFICATIONS FOR Centex 3708 A - The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 15416 1019 Rev.2 3/23193 15416 2019 Rev.2 3/23/93 15416 3019 Rev.2 3/23L93 15416 4of19 Rev 3/23/93 15416 5019 Rev 3/23/93 15416 6019 Rev.2 3/23/93 15416 7019 Rev. 3/23/93 15416 8019 Rev.2 3123/93 15416 9019 Rev.2 3/23/93 15416 10019 Rev.2 3123/93 15416 11019 Rev.2 3/23/93 15416 12019 Rev.2 3/23/93 15416 13of19 Rev.2 3123/93 15416 14of19 Rev.2 3123/93 15416 15019 Rev.2 3123/93 15416 16019 Rev.2 3/23/93 15416 17of19 Rev.2 3/23/93 15416 18019 Rev.2 3/23/93 00Q 15416 19019 Rev 3/23/93 1. 11 LUMBER SHALL BE OF THE SPECIFIED M1111M'JM CAAOES. 5! CGAIECTW PLATES SHALL BE 1145TALLED SIMEIRICALLI OU IG; ALL IEUS1511 CHOnG NERSENS ASS:IMEO TO EE COHIDUALrOk I IA! r IUDICAIES LATERA_ BMACIIG MEMBER 1114 Will.) SPECIES. 4110 192 NAXIW.JM N31111PE CJIIIEHT. OR 5'7C. THAT THE .A711U BRACED 61 EATER 3/e' MDO R•M3JU SIEAIHI113 I/_' I4! 11151<ILAIIGII AIG EFECIIUI- 1111I—S. 111 I R•.fiS. PEFwAEHT. Al_ IS GF n14 ER Att:IMABIE STRESS I<t UES, ALL IALUES USED 6: TOP I.IICPG SPLICES ARE PGI HLC(MIRNOFG IG G^-C•.P 114111; W194tt :M BRACIIMi MEIMEHS SPACED 1G• 0 C. IMA, TEHPCFAP' BH.Cli.,i SIIL:AG BE UO' E 111 ACCGHG<IICE MIT. FOR OESI WI ARE BA`_EO 014 InE tAIESI ED1110H CF T t HA- GIRECTL'1 ABWE A OOITGM CIM.RG SPLICE. '.4AESS UUTED GI,EHMIEE CIPKIST IPI BRACUIG AIG LPE_l lull P.BLICATI GIS. TIOUAL C-ESIG14 STAICANDS PJBLISIfD Br TIE HAIIOUAL 71 V-2400 APPROVAL UJwfERS: UBC 2342, F.A iCb 2014. SBCC Ili ALL CGIWRE 551041 GICiIG ME16EH5 ASS!AAEG 10 eE CrAillIEN•J5Ln51 THIS GESIGII CG1i14M4S TG^-'AFREIIT IPI DE 51511 SPECIFICA- FORESI FROGUCIS ASSSL'IA 11014. 7251, BOCA FILE 06-125 BRACED BI El ICER 3/0' :"Ili i PtxHGtq SHEATHI1*, 1,12' IIGIS FOR METAL PLATE CGRE.IEG MUGM IRCSSES Alp 21 TNIS DESIGU IS BASED 011 aARI CGI4ECTOP PLATES Ga+ BI THIS IaJSS NAS BEEN GESIGIIEO FOR THE LGAOIIIG SHONU OPIMAIL UH BRACING HEWERS SPACED Al 16' o c. DIIALIII SiAlIDARGS FCA TRUSSES. 31 COIMECTGA PLATES 512LS ARE BASED U11 AFIAL FORCES OtAI. CAI THIS DRA1111G. IHSIALLA/IGT A4)USE SHALL CGIFCAM !NAP. UAESS POUTED OTHCRMISE, Itl UO MEMBER GF THE ifOJSS NAI BE CUT W WCiFIED ITT AI4x MAI. 41 COMECTOA PLATE SIZES ARE CALAEO a-L)l MIGiN :ACAGSS SLOTS; WITH THIS DESIGtl 121 Ea DAUICAIES DPE EAAIG LGCAIIGI 17t SPECIAL KMJDLIIG CAPE Si"A.D BE TAMEII CAAiIq Aid) SHIPP11A7 84 LEIGTn IALOIG SLGTS7 AG THE ORT111TA11.1i CF THE 9; IRIS DESIC44 IS APPLICABLE f0 SnCRTER SPAT IP•.1SSES OF EHECIIC41 OF TRUSSES SEE nla-91 FOR RECGIMEUDATIOICS CALLI. DIFEC1il41 GF InE PLA IE LEIGTtl.. ___If"1146L LOAOIIG Alf,CTMIFIGtRAIIW1. -COIF[GlAAT1U1 RIG LORGIIIG SPECIFIED BY FABRICATOR -AOOIfIG1AL PLATIIIG FOR HAIICll11G TRUSSES 15 RESPOIISIBILlif OF FABRICATOR. -]HIS TRUSS 15 DESIGNEG GiKY FOP THE LOADS SIIOWII. P11O'JISIDN FOP THE PREVENTION OF POIDIIIG MUST BE MADE AIIO 1S IIOF THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARE. F -FALSE BOTTOH CIKIPD IIf ORMATIOU FALSE SOT 21-0-0 Oil LEFT. VERTICAL SPAC11611-4-0-0 USE MINIMUM OF 2x4 PLATE FOR FASTEIIIIIG FALSE 801 CWPO VERTICALS. USE 3x4 14111. FGR SCARF 011 FALSE 801 CHORD. .'TRUSS BOTTOM Cl"D ABGVE FALSE BOTTOM CHORE N'JSI BE BRACED WITH 7x1 COOT. LATERAL. BRACUIG AT 24N0.C. MAX SPRCIIIG. 3-6-0 5-5-6 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0PAM ^WIN 130 1-5-14 e2 e2 02 e2 12 1-5-14 71 J 74 PLF Max Height 5-7-3 32_ -o 921 12 Q 6 3161 t 12 3500 6171 7839 6530 12 Sda _ Q 6 378 f M / a 8 m 3x1 s 171. t3 / ae 1910� •.�. 1661 2111 3711 470 I^1N 1611 1364 0 PI L1 20090 13.51.51 57 f 1l 7x6 3x5 N 3x6 3x5 13 5139X 5x a 3.13 20 35 20 PLF 3-6-0 -- 10-6-0 5-11-7 6-1-3 5-11-7 5-0-0 32-11-0 2201 1-1-0 - 1-4-0 © 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEFD: 110 no MEAN ROOF-:RMT.,-"15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOkDS SHOWN BELOW UPLIFT CONECTION REQUIRED: ali AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 114. FASTEN TOGETHER WITH: 2 Meebere Required Maximum Live Load Deflection of .558' (9/16), Index-.452, (L/796) TDP 10d NAILS 12'O.C. Maximum Total Load Deflection of .874' (14/16), Index-.472, (L/508) BOT fod NAILS 12'0.C. RECOMMENDED CAMBER: .47" ®(�y-�(x?)_Z?��3��v WEB fod NAILS 12'0.C. FASTEN AT OR NEAR ALL PANEL POINTS. Q QIc�/,3'22'93 W 1^iD DO NOT NAiL OR BOLT THROUGH TRUSS PLATES. C-01 CLARY DIVISION PLATE TYPE O.C. SPACING LOADING (PSF) TC LUMBERTRUSS: 37'0' HG-5 �T-1 DRG. IT ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 e2 DS SP Ty, ENG. FOR: TRUE TRUSS INC - SOS IS+ (p 1601 S. GSM PKWY. BC LUI4HER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRANO PRAIRIE, Tx 75051 7 0 OL TC 7 2X4 12 N SP LAYOUT 10: OF/ (214) 660-3940 PLATE AREA: - INC. FOR-STM_ LL BC 0 WEBS 600 DL SC 10 2X4 Y3 SP ADORESS: ---- ��/ MEMBER TRUSS PLATE INSII1111E 33.33 IDT Al 1/ SCALE: 1 I rrTl�t n�; ung T4 rl�n11 1/N I) LUMENEA SHALL BE OF THE SPECIFIED NIUIW9 CAADES, 61 CCAA.E_TOM PLATES SHALL BE IIISIALLED SIwEIRiCAALI 011 10) ALL 1E1151'.M CMxxi NEWEUS ASS:xED TO BE C(AIIHAxk/1 I 131 :*"- ItOILAICS tATE04L BRACIIIG MENBEw 1"4 Mlll.i SPECIES. AIO 19%HA/IMJM M3f]IJFE C}IlEU1. OR S:ICH IHAi THE .01111 BRACE G 61 EITHER 3,18" I411I) FLINOJ0 51EAIM1143 V2' UI IUSIALI ATIWI AHL EEEC11:7I U I E IGJSS, PEAMHEUi, NO IS GF RIGtEP ALL:IMAbLE SIPESS /ALOES. ALL IALAIES USED B1 ILR LnEA+G SPLICES APE 1101 PECGsdEH0EG TO CCC-JP 1141111 flp NAL, :IP WACIHG MENBEHS SPACED 1G' J L INAI:. tENPCAAPI dPACl115 SIIG'J1G dE U(Ad 111 ACCCIIGANCE WITH FOR Of SI GI/ARE BASED G1 IME LATEST 101/13/1 GF 11E IIA- GIPECIL'I A9T/E A NOITGM CHENG SPLICE. UIIESS 11UI(D ONlPitISE CUhHEIII IPI BPACi1Ni Mxi LI1ECIIU4 P:ISLICATIUIS. 11011AL GEST GI4 STA...PUBLISHED b- IME IIAIIOMAL 7# V-'000 APPROVAL I-MSERS: :IBC 2342. FMA TCB 2014. SBCC 11) ALL CWWPESSIUI CtW.%MEMbEPS ASSUMED 10 BE CC411 IIr_YiUSI.ribs THIS GESIWI CEAlFERNS IG C:APEHI LPI DESIWA SPECIFICA- FOPESI FICAMUCTS ASSGCIAIION 7251. BOCA FILE 06-125 BRACEG dl EIHfN 3/B" NIII.) PL IN;,CA SIEATHIIID 1/2' i1Wq FGA LEIAL PLATE CWAECIEG NOW 1AL'�SSES HID 2) THIS DES 1611 IS BASED OII CLARF CC49ECIGA PLATES fAf+ dl IVIS 1R'J55 1145 BEEu GESIGIIEG 1110 IME LGAO NIG 51OMt t14Nt.1 OR INALI ON BRAC LUG NEMBEAS SPACED AT 16' O C. (AIALI]I SIFHOARDS F:R 1PlIS5E5 3) CDI4ECTCAI PLATES SIZES ARE BASEG ERA A TAL FORCES OIEI. !44 THI5 DRANIIxi. IIISTALLAIIWI AHO USE SHALL CC4EORAN :MAAI, UIEESS 1401LD OTHEANISE. Ibi ID"[USER EF THE It""S5 MAt BE CUT GA MODIFIED 111 AW*Alf. 4) COI4 ECTCA PLATE SIZES ARE CALLED O'JI #IGIH IACAJSS SLOTS! WITH THIS GESIGII 12) IIDI CATES bEAMIIIO LDCATIWI. 171 SPECIAL HHEA 1110 CARE SMOUL0 BE IANEII CAA1143 SHIPPII13 H B't LEIIGTn IALOHG SLGTSI AIG THE GPIEPI A T ItxI W TME 'J: THIS DES1511 IS APPLICABLE 10 SnOPIEP SPHI IF'JSSES OF - EHECIIUI Of WMSES SEE MIB-9/ FW RECGIMEIOAIIgIS SIZE CALL WT IS If*. ..IIf1LAlE1ElY,1n. IlFdllcAL LUAOIIW' A1O C011F IS,4011G11. _ -CGIIFIGLIRAFIGII MIG LOAGIIIG SPECIFIED BI FABRICATOR ' -AOOMWAL PLATf11G FUR HANCLIIIG TRUSSES IS PESPOIISISIL11f OF FABRICATOR. -THIS TRUSS IS OESIGIIED GIILY FOR THE LOADS SHOTAN. PPO'/ISIO11 FOR THE PREVEIITI011 OF PUIUIIIG MUST BE 144DE AUTO IS 1101 THE WSPOIISIBILl7f OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD IIFORMATIOII FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACIIAG-4-0-0. USE 14111IMUM OF 2x4 PLATE FOR FASIENIIIG FALSE BOT CHORD VERTICALS. USE 34414111. FOP SCARF ON FALSE SOT CHORD. TRUSS 0071ON CHGPO ABOVE FALSE BOTTOM CHUM MIST BE SPACED WITH 1x4 CONT. LATERAL BRACIIIG A7 124''O.C. NAR SPACIIIG. 1-6-0 3-4-8 RUN 5-5-5 5-0-10 4-5-2 4-6-114 4-6-14 4-5-2 3-7-8 RUN 74 PLF 1-5-14 1-5-14 wz Height 5-7-3 12 �a 12 242/ Q 6 &2190 3331 3309 333# 2891 I l L L L 1 12 % m X37r 2480 M 6 r� 'r ?k/O� — 3144 n 3x1 s{e / �\JZ 123# 2t3 1. !9 +�zz 590 900 9311 9611 11311 Fib/ n101# fibs En 4 17110 m I-, 0 17120 13.5167 6x7 3x5 3x4 3x81 13 5149% 3x7 ?i Lj e g� 1z 2G PLF 1-8-0 110-6-0 4-5-2 4-8-14 4-8-14 4-5-2 7-0-0 02 02 02 02 02 02 1-4-0 1-4-0 37-0-0 Q BUILDING TYPE: Enctosed Residentiat CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTiON REQUIRED: AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 14. Maximum Live Load Deflection of .537' (9/16), Index-.436, (L/827) Maximum Total Load Deflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46' 25vH 3-23-R3 OW) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'OH H-7 T-2 OwG ALPINE ENGINEERED PRODUCTS Inc y 2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS r'sq fool S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3700 A DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7.0 DL TC 7 2X4 #2 Ds SP Z OF !01 12 14) 660-3940 PLATE AREA: K INC. FOR STL LL BC 0 WEBS LAYOUT TO: / l 990 33.33 OCIBC 10 2X4 03 SP ADDRESS: SCALE: MEMBER IIIIISS Pt ATE INST 11111EAl 4 I � o"1 '; Illy 1-f n 1-l. 1/H ^^1 II A? LUMBER SMALL BE OF 1E SPECIFIED MHIIM'JM GRATES. b! R:GMIECIW PLATES SHALL BE IIISIc1LEO 5114EIRIZALLf UH 10) ALL IEI151'JT CMUPU MEMBEMS ASS:MEO 10 BE C(x11/1k1f1'.l'..L1 If! IIWICAIES LATERAL 0AN&CION MLMAR 11/4 MITI.'; SPECIES,-Np H9x MAAIIMJN M01511R[ CU LPH 3n 5'.1CN IUAI THE J01111 SPACED BI E14ER J/B" ;41111 PL.110000 1.IEATHUA3, 1/2' 141 IIISIAtHATIGII Alp EHECIIUI GF MME ]FUSS, PEPMNEHI. MG IS Gf 101 GIfP ALL:I'AbLE STRESS /ALOES. ALL IALUES USED 6; It:P CHCRG SPLICES ARE 1107 HEC:A4EIWEG 10 G',C'JP 104114 DPINALL 0P 6pA�I805 MEMBERS SPACED 16' P C (MAI;. IEI4'CAAPI eRAC110to SHUILD DE DUE PG 1/I ACCCAIICE M7Tn FOR DESIGII AMC BASED GM 11E LATEST EOIIIGII GF It* IIA- GIPECTL'I ADWE A BOITC4(CHOP& SPLICE UIx ESS IIO(EO GT1fPMISE CUIg+E111 TPI BPACIIG NO IRE=1144 P'JBLICAIIGI5. • IIUTAL GES I GII ST MGANDS P'JBL 151ED BI inE IIATIUMAL 71 V-2400 APPROIAL IKA.BERS: UBC 2342, FHA TCB 2314. SSCC 11) ALL CCiPK5S1:AI C11GPD MEI4BEHS ASSUNEG TO BE CC411 IIrJ0USt If51 THISOR IR51Gf1 CUTWORMS 10 C'JFPEIIT IPI IES/UI 5MCIFICA- FOREST PAOGJCTS ASSGCIATIIUI. 7251. BOCA FILE 86-125 BRACED B/EITHER 3/8" ;04111.) PLIM000 SHEATH(/G 1/2' 1(UIS FGR METAL PLAIE CU4E•_IEG 10U.W IRLSSES AIG 2) THIS DESIGN IS BASSO&I CLARE CU0ECTOR PLATES GL+ 81 THIS IAJSS HAS BEEIM GESIGIEO FOR THE LGADIIIG SHOIIII (MITI.) DRIMALL OR BPACIIIG MEMBERS SPACED AT 16" O.C. EM14L IIr SIMAJARDS FGA (PUSSES. 31 CIUUECTCA PLATES SIZES PRE BASED U/AAIILL FORCES OIL(. Q11 THIS OPAMHG. 114STALLAIIUI NG USE SHALL CUIFCAM SNA II. ULESS 141311.0 9TIERIOISE. 161 IID MEMBER OF THE IFiUSS MAI BE CII GM MODIFIED EN ANf MAI. 4) COIEECICA PLATE SIZES ARE CALLED O'JI 1014TH IACAGSS SLOTS; MIT" THIS DESIO14 12) ® IIIDICATES GEARING LOCAUCA1, 171 SPLCIAL HN41110 CAPE SHOAL&BE IAMEII OUP1110 SHIPP[118 N 81 LEHOTn IALOIG SLGTSI NL THE&PIEIHTATI(AI CF TnE BI InIS OES161i IS APPLICABLE TO SnOPTEP SPNI TWJSSES Of EIECI IUI OF TRUSSES SEE 1118-91 FOR PECCAWIEIOATIOHS SIZE CALL OUT IS TIE Dllsllfdi Gf Itf g�t�LEH'�.ILI fEEI(Ll�L�46fl11bi_EIIE caW ID'.MAT 1uH -CCAWIGURATICXI 911D LOAGIIIG SFECIFIEO Be FABRICATOR -ADOITIGIAL PLATIIIG FOR HAICi111G TRUSSES 15 PESPOI)S781LII7 OF FABRICATOR. -THIS TRUSS IS DESIGNED GIILY FOR THE LOADS SHOHII. PROVISION FOR THE PREVE)ITIO11 OF PGIIOIIIG MUST BE MADE A11D IS I10f IRE RESPONSIBILITY OF THE TRUSS FABPICAIGR OR CLAP-1. -FALSE BOTTOM CHORD IIWC61MAT1011 FALSE 807 21-0-0 011 LEFT. VERTICAL SPACGKi-4-0-0. USE M11111AUTA OF 244 PLATE FOR FASTEIIING FALSE BOT CHORD VERTICALS. USE 3,,4 IIIA. FOR SCARF Cf1 FALSE BUT CHORD. A TRUSS BOTTOM CHGRO ABGVE FALSE,BOTIC44 CIIOPD NJST BE BRACED WITH 1x4 CCITT. LAIERAL BRAC IIID Al Z O.C. MAX SPACIIIG. 3-4-8 2-10-0 2-10-0 RIGH 3-7-8 4-0-0 5-6-0 5-8-0 4-4-8 4-7-8 RUN /2 12 02 02 #2 Y2 Y2 74 PLF f-5-14 1-5-f4 Nex Height 5-10-3 12 Q 6 253/ 315# 4191 3151 2670 A 1 + L L S 3x4 273 '1 '1 322! 12 3z4 3z4 6 1% 2460 \ in 971 113/ 1130 1450 860 o \ \ 660 101#0 f In c f 17121 17110 17.5167 1 70 x 3x1 5x6 1�, 13.5167% 5x8 a 3x7 3 3x6 12 20 PLF 7-0-0 4-0-0 5-8-0 5-8-0 5-9-0 9-0-0 1-4-0 37-0-0 1-4-0 BUILDING TYPE: Enclosed Residentiat CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 sph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1038 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .334' (5/16), Index-.271. (L/1329) Maximum Total Load Deflection of .524' (8/16). Index-.283. (L/847) (©26V• 3 -23-R 3 02�J 3-ZZ -93-11)111d _C1_�w�Q$�_._,-_ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSFI LAYOUT ID: / TC LUMBER TRUSS: 37'0' H-9 T-3 DWG. Y ALPINE ENGINEERED PRODUCTS Inc 2x4 Y2 Os SP ENG. FOR: TRUE TRUSS INC - SOS 4} 1801 S. GSM PKWY. V 2000 2-0-0 LL TC 30 OL TC 7 BC LUMBER PROJECT: CENTEx 3708 A OATS: 25 Feb 1993 GRAN) PRAIRIE. Ix 75051 7'0 2X4 02 N SP `'jOF/ICj - 12141 660-3940 PLATE AREA: INC. FOR STI- LL BC 0 WEBS 718 OL BC 10 2X4 I3 SP ADDRESS: - - MEMBER TRUSS PLATE INSITTUIE 33.33 101 At , SCALE: - 47 FXf'Ff i PS MAY NF NJIF(i 1/8 11 LU,BEA SHALL BE OF INE SKLIFIEG N1111N'JH WADES. 51 CCANEC110A PLATES$WALL BE IIISIAt IEG S,H44EINICAILI 01 SUI ALL IEIISI•J1 CI IIYIG MEMBERS A55tIWO 10 BE CUHTI1l10J5t, /3. � IINIICAIES LAIEAAL bRALII.G I*WKA :114 Hill., SPECIES. ATG 12%NA/1M'J4 N'JISI'-Ck CAHIEIII, UP S'C" 1.141DHE JORIT ePACC6 6,EII= .138" .MDU RIWOIA)SIEAIHIIIG. 112' t4i MLIALlA11G11 ATE:EPEMT l V INE IUUSS. PE I:NAIE111. AIG IS GF HI GHEP ALLONAIW.E SIPESS /FLUES. All ,FLUES USED B; I GP Ct"-G SPLICES APE 11D1 PECWEt"G TG GCCJP (NI1I: L4410ALL GN WACIIX;HENtEPS SPACED 1G' 0 C INA,;. ILMFCAAPH bPAC114f.SIIC�AG UE WE 111 ACCU+GNICE WITH FOR"ESI 011 ARE BASED CAI THE LATEST E0111011 GF ITE t1A- "INECIL'I x804 A 001 FGM CIIGPG SPI ICE. V&f5S 110TED GTIiERWIEE CI 04*141 IPI 8PACHA: HG tK-TiGH P'.0L ICATIGIS. IIOHIAL GESIUl STAIGAMD5 Met ISIED B1 THE 11ATIOHAL II '/-2000 APPROVAL If"*RS: UBC' 2342. FHA TCB 2014. SBCC lli ALL COIWRESSIGIH CIHGPG 1E14OERS ASSUMED TO BE CGIIIN'A'JSL/161 11115 CESIGII CO1HFUxWO I:C'R/E11I TPI UESISH 5PECIFICA- FOAEST PAOUICIS ASWCIATIUI. )25t. BOCA FILE 06-t25 SAACEG b!EITHER 3/6" *111.) F-LIHZ"SHEATHING 1/2" IIW15 FCR METAL RATE CC4*ECIEG w" IRLSSES AIG 21 T" 15 DE 5101 15 BASED 01 CLAN!C04ECICR RATES Ot I. 81 THIS 1WJ5S 1115 BEER OESIUED FW THE LGAOHIG SHOMI :M 11/.1 OP,W ALL LIR BRAC Ilia MEMBERS SPACED At 16" D C. WAl IIT SI AIWAAGS FCA IRIISSES. 3) COEECTOA PLATES SIZES APE BASEL UI A1111.FORCES OIL1. UI THIS OAAWIIIG Ii AIG USE SHALL CC2FCAM NAM. UIEESS 1g1EO OTNEAMISE. 16) 110 IIE1461A GF I/E IRUS5 NA,BE CUT CA 11001FIE0 III A111 MA',. 4) Cal:ECTCA RATE SITES APE CALLED OUT NIDTN (ACPGSS SLOISi NIIH THIS DES1314 12i ® IIGICAIE5 GEAR1113 LOCATIC41 171 SPECIAL NA/GL 1110 CARE SHOUAO bE I"EH GUA103 SHIPPIIU AHO Of LEt4TH IALOHG SLOT SI AIG THE ORIEHTA1101 OF THE 9, THIS DE SI WI IS APPLICABLE 10 SHORTER SPA14 TRUSSES OF EHE CIS as OF IFHSSES SEE nib-et FOR PECGIMIEIHOATTDIS _112f CALL(PJ1 IS Itf DI IGURAT1 -CGIF IGURATIC41 NIG LOAOIIIG SPECIFIED BI FABRICATOR -ADUITIOIIAL PLATI115 FOR HAIEfiL111G TRUSSES I5 PESPDIISIBILIIY OF FABRICATOR. -THIS TPU5S 1S DES1611ED(i11LY FOR TME LOADS SHOmi. PROVISIONFOR THE RREVE1111011 OF FUIOIIIG MUST BE MADE AT 10 IS HOT THE RESPONSI BIL I If OF THE TP'JSS FABRICATOR OR CLARE. -FALSE OGTT014 CHORD 111FCPMATI011 FALSE SOF 21-0-0 011 LEFT. VERTICAL SPACING-4-0-0. USE 1411111,11.014 OF 2x4 PLATE FOR FASIEI4111G FALSE BUT CHORD VERTICALS. USE 3A4 14111. FOR SCARF CAT FALSE 001 CIYJPO. -r PUSS BOTTOM CHORD ABOVE FALSE BOTTC44 CIIGPG MJST BE BRACED MITM 1X4 CONT. LATERAL BRACING AT ?AU O.C. MAX SPACING. 3-4-6 RUN 3-7-8 6-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-a RUN 1-5-14 1-5-14 74 PLF Max Height 6-10-3 12 v 6 3810 322# 3221 357/ n3x4 \ 12 5i5 N {S 3471 396# 5 (7 248 \ 1971 1230 a43 9i_ f 1031 1070 870 1510 1061 I �`\ / 660 IOU# �-•. . 17120 ITT -< 1 n o 17111 13.5167 T I 5x6 I 13.5167X 795 3x4 30 ' Sz8 .0 3 3x8 12 20 PLF t 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 37-0-0 1-4-0 4 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) �2 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10_-2G # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trUSSBS: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .288' (5/16), Index-.234, (L/15421 maximum Total Load Deflection of .452' (7/16), Index-.244, (L/982) d(z�11 3-Z3-�3 D/uxv 3-ZZ-C)- t..ai r\D ("A w, Q CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER T TRUSS: 37*0' H-11 T-4 OMG. / ALPINE ENGINEERED PRGOUCTS Inc V2000 2-0-0 LL TC30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS �S 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 Y2 N SP (214) 660-3940 PLATE AREA: t INC. FOR STL LL BC 0 WEBS LAYOUT ID: 4-OF 664 3333 OL BC 10 2X4 03 SP ADDRESS: SCALE: ME NEER TRUSS PLATE INSTITUTE . TOTAL. 47 FXCFPT AS MAY 8E NOIF0 1/8 111 I! LUl4ER SHALL BE OF LE SPECIFIED NNH14M GPLOES, 51 C011EiIOR PLATES SMALL BE GSIALLEO SgAEIRICALLI 011 10) AL1. 1E1151:11 Clow.MEMBERS ASSixED 10 BE CGITI14xFJSL1 IS' 11101CAIES LATERAL BRLC LIG 14EMBER LISA RLL! SPECIES. MID toll MAS/M7M MOISIUF-E C0IIffill. CA SUCH THAT THE JOIUI BRACED 81 EIOLP YB" LMLO Fi1W000 SIEATH1113. 112' 1w! 111SIMLAIIGI up E4ftli:I1 GF THE TRUSSIE . PERNAUI. MO IS GF nI&EP ALL.7NABLE SIHESS 0LUES. ALL IA UES USIU by ICP CnGRfi SPLICES ARE 1141 PEC:4PE110EG 16 G_C'.IP INIIJ; (A1MALL ;44 BHAL311G MEMYEMS SPACED 1G' 0 C INA•:. IE1M'CAAP6 SMUJLG H 1 BHAC19E OWE CG 117 ACGAIKTH E WITH FOM OESIGII APE BASED Oil ITE LATEST EUITIGI GE F i. IIA- DIRECTLY AB07E A bOTTGN C1APC.SPLICE. :MESS 11LTED GMERMTSE CkIPHE111 IPI BPACHIG AIM EFIECfIGI P:INLICATIGS. T IGIALGESIGJ STMGANDS PUBLISHED Bt IRE HATIOHAL 71 V-7000 APPRD'/AL IF_NBEHS. UBC 2342. FHA 1013 2014. SBCC III ALL CCNPPESSIGI CIr JE R&MEEHS ASSUMED TO BE CCAITIII:MYJSLN51 1MIS GE51GI CGf01W5 1G C'JRPEIIT IPI DESIWI SPECIFICA- FOREST PROGKIS ASSGCIATIOtJ 7251. BOCA FILE e6-125 BPACEG Of EIUIER 310' ;Will.; PLfWXA SHEA1H111G. 112' IIG85 FCA METAL RATE CGIECTEG MUGD 1"SES MO 21 1NIS DESIGN IS BASED GJ G1AR1 CGxECIOR PLATES G11. B) THIS IRJSS HAS BEEN GESIGIEO FOR THE LGAOlHU SHOOT INIf1.1 DRINM.L UR BRAC1116 MEMBERS SPACED AT 16' O.C. EAAL111 SIAIJOARGS FGR TRUSSES. 31 C(xWE[ICA PLATES SIZES ARE BASED 1x4 A/IAL FACES 014.1. JJ THIS ORAMIIIG. IHSIALLATIGI AIG USE SHALL CG1fCAM WAS!, UIXESS SIGIED OFMEPNISE. 16! 110 TEI4HER Ff THE 1P'JSS MAJ BE CUT OR MODIFIED 111 A141 NA1. 4T Car CT CA Ft. SIZES APE CALLED TJT WIGIN ;ACROSS SL Of S; WITH THIS DES1311 12i ® It1p1CATES BE AR 1113 LOCAfIGI 17! SPECIAL HMITAINI6 CAPE SHOULD BE ]MITI GUAItO SHIPPI163 M40 61 LEHGTn IALOIJG SLOTS: MO THE G11EJ1IATILI4 OF THE 9: InIS DESIGN IS APPLICABLE 10 SMOPTEP SPAN 1P'JSSES Of EPECIIGJ OF TRUSSES SEE HHB-91 FOR PECGMEHDATIOHS SITE CALL OUT IS TnE C IDI, -CGIFIGURATICA1 MG LOAGIIIG SPECIFIED BI FABRICATOR -ADDITIGIAL PLATIIIG FOR HAIJOL111G TRUSSES IS PESPOIISIBILII't OF FABRICATOR. -THIS TRUSS 15 OESIGIED Q&f FOP THE LOADS SHOWII. PPO'AISIQN FOR THE PPEVEtITIOti OF PCAIUI11G MUST BE MADE AHO IS tial THE PESPOIISISILIIV OF THE TRUSS FABPICATGFI OR CLAPI. -FALSE BOT1014 C140M IIIFORMATIOII FALSE BOT 23-0-0 Oil LEFT, VERTICAL SPACING-4-0-0. USE MIIIIMUW OF 2eA PLATE FOR FASTENIUG FALSE BOT CHORD VERTICALS. USE 3A4 MI11. FOR SCARF GI FALSE BOT CHOPO. TRUSS BOTTOM CHORD 984VE FALSE OGITC44 CHORD MUST BE BRACED WITH 1x4 3-4-8 COIII. LATERAL BPACIIIG Al 24"O.C. MAX SPACIIIG. RUN RUN 4-0-0 4-0-0 4-6-0 4-6-0 6-4-6 6-7-8 Rlll! 1-5-14 62 02 02 #2 #2 02 02 1-5-14 74 PLF Max Height 7-10-3 12 X16 315# 3331 4020 3x4 2960 5 aS s7cs 470, 273#/ \ 6 p STA �\`� 364 248 \, 2340 t230 o 1�►A a�� a.a\ ` 6G/ 1300 1540 1270 631 660 1080 r ♦ \. • 17130 \- m 17101 13.5167 ;1 If�Y 13.51671 7x5 3xB 6x5 3x7 5x8 Q 3 3x8 12 20 PLF 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 6-7-8 1-4-0 ` 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential ( CODE: Standard Building Code (SBCC; 1991) �2 WIND SPEED: 110 no MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: (ta-2A # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .263' (4/16). Index-.213, (L/1688) Maximum Total Load Deflection of .411' (7/16). Index-.222, (L/1080) CLARY DIVISION PLATE TYPE O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37101. H-13 T-5 DWG.. 0/- ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 L.L TC 30 2X4 Y2 OS SP ENG. FOR: TRUE TRUSS INC - SOS ST (p 180t S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X4 #2 N SP G OF 9- 00 12141 660-3940 pLAIE"ARfi1[- INC:`�FOR STI. L.L. SC 0 WEBS LAYUUT In: `,/ 702 Ol 8C 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 fUTAt 47 FxCFPT AS MAY OF Ni)1F11 lie �I if 11 LUMBER.SHALL BE OF 1nf S11C IF IED N1P111'JM GRADES. 6! CUOECIOR PLATES SHALL BE IIISTALIEO S,WEIPICM.LI Oil 10i ALL IEMPLAI CtORG MEMBERS ASSt"G l0 8E CfM1I HAAC hI I 1P 7� UH/ICAIES LAFLAAI. 6RALDIG U041ER 1104 NIU.) SPECIES. AID IS%MAA IW-44R31SR)PE COIIIE1ll• DP S'.fCM THAI ItIE J3110 BRACEG If,EIDER JIB- iM141! PLIMOOO 51EAD11U3. 1/2' 14! IIISIALLITICAI Rax,EI,f CIIZJI:F Utk MUSS. PEhMu4iu 1, AIL IS GF nIGIEP ALLuMABLE SIPESS IALl1ES. ALL IALIES USED B; IGP CHCAFi SKICES ADE f101 RECCAYE110EF. ID CCC:IP /MIlIr LRIMAIt OR BRACUIG MEHBEHS SPACEO 1G' . C fNAI;, ILHPCAAPI BNACIIIi SIIU.ILG BE UUE 111 ACCGNGAIICE 1IITn fOR OfSIWI ANE BA`-EG GI DE LATEST E001u4;,f Int 11A- GIRECILI ABOVE A BOITvM ChONG SPLICE. iX&EES 11"TED GT,*PNISE. CIIFNEl11 TF1 BRACIHC.A11G LRE.:17:A1 P91LICAII(4IS, IIDNAL GESIGII 5101140ANOS P.IBLIStED Of THE 11AIIO144 71 V-2COC APPRO'IAL IeAIBERS: JBC 9342, FnA TCB 2014. SBCC If) ALL CLAWRESSICII Cn1410 IEI4JEIIS ASSUMED 10 BE CtAll11FJ&O51.A0, TnIS LESIGM/CpfCAHS 1: CUF4EUl IPI GESISf4 SPECIFICA- FORES I PMOLAICIS ASS:,CIATIOII 7261. WA FILE 96-125 BRACE&BI EITnEM 3.0, 'RI., I PLINOGO SHEAIHIf*, 1/2' 11(415 FOR METAL PLATE CUtE-1EG kt4b IRCSSES AMC 2) IHIS OES lfil IS BASED U1 ZLARI CUxECTOR RATES DEI. LIT THIS TRUSS HAS BEEN GESIGIEO FOR THE LGADHIG SNONH 164111.1 ORINALL OR BRAC 1116 MEMBERS SPACED AT 16' o C. OUALIII SIA/DARDS F„R TRUSSES, 3) C018ECTOU PLATES SIZES ARE BASED 01 AAIAL FORCES 01a I. UI THIS DRAN111G. IIISTALLAIIUI AID USE SHALL CUIFGAM ;NAA), VAESS nolio 0re"NI SE. 16) ID REM6ER CE TLE MUSS NAI BE CUT UT NWIFIEU ITL 6411 NAY. 41 CoNEC IOR PLA IE SIZES ARE CALIEG O'JT NIOTH (ACRGSS SLOTS N11H IHIS DESIGIA 12) ® 110ICATES 6EAAIlh7 LOCATIUI 17) SPECIAL nMAU 110 CAPE SHOUG BE IAMEII GIAIIIG SHIPPIID ND BI LEtAGTn (ALONG SLOTSe MOD THE 3RIENTAIIDH OF TnE 91 THIS DESIGII IS APPLICABLE TO SHORTER SPAII TNJSSES OF ERECIIUf OF IHJSSES SEE MA-91 FOR RECGM1EfDAIl Ot15 $eiE LEIIGin. IEfllt lCAL L AD2)A;AID Cpf 1G�AATi -COIIFIGURATIUI AIG LOAGIIIG SPECIFIED be FA6RICATOR -AGO IIIOIAL PLAFIIIG FOR HAIIOLI140 1RUSSES IS RESP44SIBILIII OF FAMICATOR. -THIS TRUSS 15 OESIGIIEG C41LY FOR THE LOADS 5ftON11. PPOYl5IO11 FOR THE PREVEOIIOtt OF PCAIOIIIG MUSF 6E MADE AltO IS Ii0T 111E PESPOIISIBILII/ OF THE TR.!55 FABRICATGP OR CLAR1. -FALSE BOTTOM Ct"45 IHF(:RMATIOH FALSE BOT 21-0-0 Oil LEFT. VERTICAL SPACIIJG-4-0-0. USE NIII114:44 OF 274 PLATE FOR FASTEIII14G FALSE 601 CHCA0 vEPTICALS. USE 304 14111. FGR SCARF C41 FALSE BOT CHORD. TRUSS BOTTOM CHGRO ABOVE FALSE BGFTFA4 CHORD MAST BE BRACED MIT" 1x4 3-4-e CO11. LATERAL 6RACIIIG AT 24-O.C. MAX SPACIIIG. ALIN 3-7-8 4-0-0 5-0-0 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 1-5-14 74 PLf N4x "slot 13-10-3 12 �l 6 4070 3711 s 3607 2730-, \ 359► !2 S$A �,� at, 2491 6 U en \\ ,, 1231 �/ 1841 POGO 110/ 124f 1461 720 667 1080 1711/ 17727 Im o (3.5167% �t 3x4 •'Q 74 5x6 3x7 5xe st 3 3xe 12 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-8 7-7-8 BUILDING TYPE: Enctosed Residential 1-4-0 37-0-0 1_4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON DEAD'LW S SHOWN BELOW UPLIFT CONECTION REQUIRED: 1 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 644. Maximym Live Load Deflection of ,265' (4/16)1 Index-,215. (L/1675) Maximum Total Load Deflection of .415' (7/16), Index-.224, (L/1070) d est 3- 23-a3 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-15 T-6 ONG. 0 ALPINE ENGINEERED PRODUCTS Inc V__2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS /51-/4, 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 Y2 N SP / OF�� (214) 660-3940 KATE AREA: - 6 INC. FOR STE LL E)C 0 "EBS LAYOUT ID: 1,V❑• 676 DL BC 10 2X4 03 SP ADDRESS: SCAE_E MEMBER TRUSS PLATE INSIIIOIE 33.33 101Ai. 47 F%1'FPI AS MAY OF Ntll Fll 118 n^)) I 11 LUTABE SMALL BE LN MIK SPECIF IEG M11111IJH GRAOES. al CGxECIai PLATES SMALL BE IIISIALLED S44EI41CALl1 al 10i ALL IEIISIOH Cl/OTIG MEMBERS ASSUMED TO BE CJ11111UU'JSI 1 13! / HBICATES LATLRAL ORACIIG MEMBER 1104 MIH.j SPECIES, ND 193 N}/IMJ41 N71 SI!x•L CoHlEnA. OR 5!Av.11 THAI THE J3II11 6FACEG Br EI/MEF )/b" .Mill! RINT30 SHIEAIHInG, 1/2' 141 IHSIAI LATIGI NG EFE:TI:44 :,F IHE IFUSS, FEFMNEIII, NG 15 GF HIGHER ALLJIIABLE SIMESS/ALOES. ALL /AL UES USED 6; 1 G CIICNG SPLICES APE HOT RECOMHEI"G IU C^-L':IR IMIHt IAInA1L UM BHACIHG MEMBERS SPALLD 1G' J c IMA/[. IC14PCOAPI SMACHIS S1,U-KG bE UGIE 111 ACCOPGNICP KITH FOP DISI GLI APE BASED GI ll£LATEST EDITIGI vOf IME HA- GIPEt IL'I ABU'/E A BOTTOM CIIIAG SPLICE. Ulk ESS HOTEL GTHEPWISE �I1Pf+EUI TP[ BRAC 11.ND EPECTIGI PUIKICAIIGS. 11014AL USIGI 5TADAHOS PJ&ISr£0 BI InE[IAT IDIAL )i I-2000 AWAO'/AL 1P-40E"S: UBC e342. FnA TCB 2714, SOCC 11) AL.L CGMPKSS I GI CHi;%MEMBERS ASS-MEG 10 BE CUITI1r.W0!ISLn5, IH115(.SIGH CUIWC44IS T:C•.6.REn) IPI OESI%1/SPECIFICA- FOREST PPOGUCTS ASSOCIA 11014 7251. BOCA FILE 06-125 BRACED BI EIIHEM 3/0. 'M 111.1 Rr1MGfA SHIEAIHIIG. tit' MUMS FCA METAL RA/E CG4K=TEG W" 1MSSES ALD J) THIS OE51G1 1S BASED al CL ARI CGI3ECTOR RALES GAr BI iM15 18.155 MA BEEU GESIGIEO FOR THE LGAOIHG S1K1N1 ±MILL) DRINALL OP BPACIMG MEMBERS SPACED AT 16. 0 C. OUALIII SIAIgARGS FLA T131155E5. 31 LafELTCA RALES 51 tE5 ARE BASED al AXIAL FORCES ax.1. a1 [NIS DRANi1G. IHS1ALlA1IG1 NO USE SMALL CUIFGMI 71A!!, Irl E55 Ig7E0 OfHERNI SE. 161 Iq rE1EER G" THE IFU55 MAI BE ttlt W 14041E[EO IN MfA NAI. 41 CON ECIW RALE SIZES ATE [u LEG O:H NIGIM IACA.S5 SLOTSi NITM IN1S GESIOII 121 ® IIDICATES OEARRIG LOCATIGI. 17! SPECIAL Hu1GL1110 CAFE SHWO BE IAMEII GIAIG SHIPPIIG A a'I LEIGTH IALGG SLGISI At If UPIEMTAt 1011 OF THE 91 THIS OESIG/ IS APPLICABLE TO SHORTER SPNI TNJSSES OF EPEC[ICAI OF IPJSSES SEE nib-91 FOP PECG,*CIDATIOILS SIZE CALL(VJT IS PLATE LEHGTn. LOAOII IG ND Caf IGURATIG/ CUIFIGLIRATICAI AIG LOAGIIIG SPECIFIED BF FABRICATOR ADOITICIIAL PLAIIH5 FOR HAIfOLI11G IRUSSES 15 PESPOIISIBILITY OF FABRICATOR. -THIS TRUSS 15 OESIGHED GIILY FOR THE LOADS SHONU. PROVISION FOR THE PREVEIITIOI OF PGBlU1G MUST BE MADE AIIO IS HOT THE RESPOUS16IL114 _ GF THE Tf7JSS FABRICAIGR OP CLAR/. -FALSE BOTTOM CHORD IIIFGRMAIIOH FALSE BOT 21-0--0 Off LEFT. VERTICAL SPACIIIG-4-0-0. USE 1411111474 OF 2e4 PLATE FOR FAS1EH1113 FALSE BQT CHCHD VEPIICALS. USE304 MII1. FGR SCARF C44 FALSE 1107 CHORD. 3-4-8 4 1 12 )7PUS5 BOT10M CIICA40 ABOVE FALSE BOTTOM C19" W51 BE BRACED WITH 1x4 RN 3-7-8 7-10-4 1-0-0 5-8-3 5-4-11 5-11-3-RN COII. LATERAL BRACHIG AT 24�O.C. MAX SPACIIIG. 1-5-14 02 12 02 62 02 1-5-14 Max Height 9-10-3 74 PLF 12 Q 6 19e�71 sf5 Sxs 444# 4100 S*A 415# � ' \ MOB/ 20912 1 m 8 C71, ��,, J 123E 120E 9014E 168E 821 66# 108# 2{3 , 1712# 1]111 \� 13.5167 \\ In 13.5167X 10 5x6 a 5x8 0 9x5 3x8 3x7 20 PLF 3x8 12 Q f-o-o BUILDING TYPE: Enclosed Residential 7-0-0 4-0-0 8-0-0 8-4-9 0-7-0 1 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph 1-4-0 1-4-0 MEAN ROOF NIGHT: 151 37-0-o TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: /03 I IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint Ifo. Maximum Live Load Deflection of .251' (4/16), Index-.204, (L/1769) Maximum Total Load Deflection of .394' (6/16). Index-.213, (L/1127) -23- 93 /J/w Z`11 win Mw-3 ------- cr-r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER 11 F, TRUSS: 37 H-17 T-7 DWG. ALPINE ENGINEERED PRODUCTS Inc V_-000 2-0-0 LL TC 30 2X4 /2 DS SP �I ENG. FOR: TRUE TRUSS INC - SOS 11301 S. GSMPKWY. SC LUMBER PROJECT: CENTEX 3708 A T? DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 2X4 Y2 N SP OF ' 1214) 660-3940 PLATE AREA:- INC.- FOR STL LL BC 0 WEBS LAYOUT 10: 740 DL Sc 10 2X4 Y3 SP ADDRESS: SCAT E MEMBER TRUSS Pl.A7E iNSrt TUTS 33.33 IOf Al 41 f,fP1 e; 61AV NF 1011_f1 1/6 ( 1 It LU45EM SHALL BE OF DIE SPECIf IEG M/UIwJM GAA0E5. 51 CDIEECIOP RALES SHALL BE IIISIAt.LEO 5rW4E1PICALLI OM 10; ALL IE1151311 GAAP MEMBERS AS5c RED 10 BE CUII{IMIO'JSIr 13! /' InDIC.IES LAIEPAL 6RAGUAi IEMBE4 IV4 MIDI SPECICS. ALO 19Z MA/IwJM M31S4714 C3111E11. OR SUCH 114AT THE JOIIrT BRACEG 61 EIb4A 3/e' J1 1 PL IN"30 514ATH1113, 1/2' 14' /NSLALLAIRAI ADO EFECIIUI TF b4 IA'JSS. PEAMA1Ellf. MG IS J n1a WF ALL:MAalE SIRESS AALIES. ALL 4ALUES USED 6• LCA'CnCW SPLICES APE IDT fECCH1E11DE0 IG CfC JR (MIDI OP.MA/L Z.BRACING MEIWEPS SPACED IG' o G (MAI:. It LWCPAPr BPACll15 Sr1UJ1.D BE ULIE 111 ACCi.HGA110E Olin OF DES Got ARE BASED OII Irk LATEST E0111CA1 GF It* IM- GIPECILI ABO'!E A 601TGM CnOPG SPLICE. U14ESS 140TED GfH4P415E C1xIPEIN IPI LWACDIG AIL LRECTIC44 P'.NKICATIGIS. IIGIAL GE5I Gil ST"AROS WJBLIWO Br THE IIAIIE41AL 71 V-2G74 APPROIAL IVJMBCRS: JBC 2342. FMA IC6 2014 SBCC ITT ALL CGMPRESSIGN C114RG MEIEIERS ASSUMED TO TE CGI1111t"jSLr151 11115 GESIGD CUIf UIHS I01 C•JW41H IPI DESIU,SPECIFICA- FOPEST PPOGUCTS AS53clAi1M1 7.51. SOCA FILE 86-125 BPACEG Br EIIHEP 3/B" 'NIM.} PLIWXk SHEA1HIRG 1/2' 110115 FGA MEIAL RAT CGAECIEG MUGD TPLSSES AIL 21 THIS OESIGtI IS BASED CLL CLAP,CGIIECTOR PLATES 014E BI THIS TP'JS5 HAS BEEN DESIC4ED FOR TIE LGAGIIG$ILMI 4,TVI OR/MALL W BRACIIIG NEM6EAS SPACED AI 16' 0 C. MUALIII SIAIDAIOS FCA TPUSSES. 31 COIxECIGA LLAIES SITES APE BASED 014 ALIAL FEACE5 OI4I, UI THIS MAM111G. IOSTALLAI1011 AG USE SHALL C13FOLLM IMAM. U11L 5 L. OTnEAMISE. 16! IG MEI16EP GF THE iPUSS MAI BE Cul GR WDOIF[Eo 114 RIA I. AT COBECIEA PLATE SIZES ARE CALLED OJT MIGTH (ACROSS SLOISi MI IH IHIS DESIG14 121 Be 11DICATES BEAR1/0 LOCATIGI. 17! SPECIAL HROLIIG CAA, L4QtD 6E I"ID GLAUO SHIPPITIO M B4 LE14GTn IA.DIG SLCT5) NO TLE ORIE14TATI011 GF THE9: THIS OESIGII IS APPLICABLE TO SLIOPIEP SPR4 TWJSSES OF EPECIIGII OF IWJSSES SEE niB-91 FOR PECCwE110ATI0US. SIZE CALL Out Is fit DIKCIIC41 OF I M. _IGEIII(CAI LOADIiW RL EUFIG. -CFAIFIGURATIUI RIG LOAGIIIG SPECIFIED BV FABRICATOR -ADD[IIOIIAL PLAT[IIG FOR IIAIIC4-111G TRUSSES IS PESP(AISIBILITV OF FABRICATOR. -FALSE BGTfOI4 CHOFG ILIFW14ATIOfI FALSE 6JT 21-0-0 011 LEFT. VERTICAL SPACI16-4-0-0. USE 14IUIM14 OF 2A4 PLATE FOR FASIEIITUG FALSE BGT CHORD VERTICALS. USE 3A4 14111. FOR SCAPF CA4 FALSE 801 CHORD. 'TRUSS 03TT014 CHi.PU ABGVE FALSE 801TO14 CHUM MUST BE BRACED MIT" 1x4 C011T. LATERAL BRACIIIG AT ZA'O.C. MAX SPACl/7G. 3-4-8 RUN 3-7-8 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 5-i-12 RUN 1-5-14 1-5-14 Max "eight 10-1-3 74 PLf 12 X16 5J<53671 3151 4201 3080 273 1 �4241 12 2480 1 123 " S5 p 7250 171I 1731 e60 667 IOOf 243 3*A �,\ 1713/ 77177 \ 13 5167X (3.5167 .; ILIO v T 30 74 5x6 5xo a 3 20 PLF 3x8 12 7-0-0 4-0-0 9-6-0 8-6-10 9-11-6 Q BUILDING HYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) i-4-o 37-0-0 1-4-o WIND SPEED: 110 no MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1036 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .271' (4/16). Index-.221 (L/1638) Maximum Total Load Deflection of .424' 17/1611 Index-.229, (L/1047) A 2cu L 3-23 -93 01WJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37.01 SPEC T-8 OMD. / ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 /2 N SP �f ENG. FOR: TRUE TRUSS INC - SOS )541 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 37013 A DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 I2 N SP LAYOUT TO: OF A: (214) 660-3940 OCATE-ARE - - INC-FOR STS LL SC 0 WEBS I 746 S 33.33 DL BC 10 2X4 /3 SP ADDRESS: EXCEPT AS MAY UF IIiIIFU MEMBER TRUSS PLATE INSTITUTE 10(Al. 47 1/B. () nv If LUMEN SHALL BE OF THE SKCIFIEO 041/41 N:M fAAl1E S, 5! CUNECIOR PLATES SHALL BE 111STALLED S-41AICALLI DII TO) ALL VEIISIUI CIMXG MEIIBENS ASS:xED TO BE COILI/OxF,/5lr 131 7a'- 11OICAIES LAtEAAL BNACI1Ns Vkl"" f1A4 Mill I SPE_IES. 1t0 191 MAl1 KJN NOISE tE[y1tE1/1, ON$:ICH TNAf THE JOINT BRACED Br EITHER 3/8' iM IH! PL rWDao SHEATH" W. //2' 141 111SI4LATIGI MG E'•FC 71U4 U TIE (FUSS, AE-"A1Elll. YID IS OF n1u EP ALJNABLE SIPESS I+LUES, ALL IALUES USED & IGP C"CF0 SPLICES ARE#101 KCCk4HEH0EG TO FF--CIx1 INIII: WINALL OP BRACIlKi HENBEPS SPACED IG' 0 c. INAII. IEHPUP A' BPACl1Yi SIOUJLG BE OGE 114 ACCCPGAtICE IT. FOR DESIGN ARE BASED 01 bE LATEST EDI 1104/GF T.E 11A- GIPECILCI ABOVE A BOTTGN CHUG SPLICE. u1LESS VOTED GTHENNI�E CUF7HEHT IY[ BRAC 1116 MG tPECi1J1 P'.xE 1C►fIG15. TIO4AL CES1G11 STMGANDS PUBLISHED Br THE HATIU4M. 71 V-2600 APPROVAL IAx1BEPS: CIBC 2342. FHA TCB 2014. SBCC I1) ALL CGNYRESSIGH CIIFAIG MEMBERS ASSURED TO BE CGITIfI•JWJ5t 1151 IRIS GESIGtI COfCANS T.CIFftHT 1P[ DES ISH SKc1fICA- FOREST PNOGUCiS ASSOCIA11004 7251. BOCA FILE 66-125 BPACEG BI EIT ER 3/B' +14114.) KIHOGO S/EATH1HG, f/2' TIC'. FON MEIAL PLATE C:144ECTEG MIIFD INUSSES AIO 21 THIS DESIGII IS BASED 014 CLANf CGIECTW PLATES O\Y. 81 THIS itrJSS IIAS BEE"OESIGIED FCA THE LGA0I116 SHOMII !Hill.) DPIMALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. CMJALIII SIAIOARGS FFA 1NUSSES. 3) CO.ECTON PLATES SIZES ANE BASEG U4 AXIAL FOPCES OIIO. U4 THIS OPAMIIG. 1115TALLATIGII 1410 USE SHALL CUIFORN MDs), UA.ES5 MOIEO OFHEPNISE. 161 140 14E"bEN OF THE JAUSS MAI BE CUT CA MODIFIED 111 Atif MAO. 4) Ca"ECTOR PLAIE SIZES ANE CALLED 0'Ji MICTH IACNOSS SLOTS WITH THIS DES 1014 12) ® 1110/CAFES BEAPII13 LOCATIG/ 17) SPECIAL HMIDLI14 CAPE SHOULD BE TANEl4 OUR1/48 SHIPPIIO MID 81 1-1141" IALO4G SLO15j MD THE U11EIlT ATIO"OF THE 9; Tn IS MSIWI IS APPLICABLE 10 S"DPTER SPAII IWJSSES OF E(ECIIC44 OF IfAJSSES SEE "16-91 fOP PEcul EIOATIOHS CALLilul -CG41F IGURATIGNAILD LOAGPIG SPECIFIED Of FABRICAICA -AODITIGMAL PL AT1115 FOR HAIL IJIG 1PUSSES IS PESKA6181L1TY OF FABRICATOR. -Alli ICIPATEG HOPIZC411AL NOVENE11T UIIDEP TOTAL LOAD - ,286' 3-5-13 ALIN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 8-1-12 RUN 1-6-14 1-4-14 Max Height 10-1-3 74 PLF 12 c16 ✓r><S 3761 3201 4201 3261 / \ 51, �t0 2721 / �\ \ 4241 12 2221 � `\ \ 217• 1 PL `SX(c 128. 132/ 151. 1130 861 O X59. CU 2 \ \I. 17131 x3 \��\ � 1711/ 13.5167 �I 13.5149% \ )1i o Int v 4IC 7x9 3x4 5x6 3x1 3x7 3111 2 20 PLF 12 6-3-8 6-8-2 6-6-6 8-6-f0 6-f1-6 BU1LDiNG TYPE: Enclosed Residential 02 12 02 02 1-4-0 1-4-0 © CODE: Standard Building Code (SBCC1 1991) 37-0-0 WIND SPEED: 110 p}ph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: I03g 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .366- (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of ,574' (9/16). Index-.31, (L/774) A ,SIF. 3- u- q3 aw A 3-ZZ-13 w;rxD_m LA-)J _ 4-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER !-1 TRUSS: 37'01 SPEC YAUS 1-9 OMs. • /_ ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 Y2 N SP ( LT ENG. FOR: TRUE TRUSS INC - SOS 15+1 w 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 I OL TC 7 2X4 02 D5 SP OF (214) 660-3940 PLATE AREA: INC FbfiS TL LL BC 0 WEBS LAYOUT ID: 546 OL SC 10 2X4 /3 SP ADDRESS: SCALE: TOIAI 47 t('�n�rrIL MEMBER TRUSS PLATE INSTITUTE 33.33 F%f'FNT A5 MAY BF f4liF[] f�B fit N LUH9EP SHALL BE OF THE SPECIFIED HIIIIMJN GRADES. 51 CGBIECIOR PLATES SHALL BE IaSIALLEO S(MEIPICAILI 011 IOi ALL IEUSI011 CHH%MER11E115 ASSUMED TO BE C?AITIIAIOVSLI 13) *' 11001CAIES LATERAL bRACIllG MEMBEF UF4 MIH.) SPEOIES, AID 19x MA/111'JM HOISIUL�E COillflll, x SUCH THAI THE JOIIII BRALED 61 EITHER 3/9' iMill) P119000 SHIEA1NIll;�, 1/2' 101 IHSIALLATIC,11 MC ELECTICAI GF THE IGJSS, PERMMEIII, MG IS OF HIGHER ALL�MAME 51HES5 IALtES, ALL IALUES USED 6: IGP C,KAD SPLICES APE 1#01 RECON4110ED TO OCCUR Will EAHMALL all 9PAC11HG KRBEPS SPACED 1G' P c IHA/:. TENPCAAP4 BRACIIIS SHUALID BE OGIE TIN ACCCAGMICE MIT. FOR DESIGN ARE BASED GH TIE LATEST EDI FIOII GF THE IIA- DI PECILI ABOVE A BOITGM CHEAT)SPLICE. UTAESS 16TED GT,EPMISE. L4PTIEIIT IPI BP AC Iir ML ERECT Ii11 P.xALiGtIG15. 110144 DESIGN SIM'ARDS P-ALL ISHED eY ITE HATILY4L 71 Y-3000 APPROiK IF.MBEPS' UBC 2302. F.A 7C8 2014 SBCC 11) ALL CGHPRESSIGI CHORD NEI4ERS ASSUMED TO BE CCIHIHJ0JSL1151 Tn15 GESIGII CUfUMri 10 CJRREIH IPI OESIGII SPECIFICA- FORESi PAOCAKIS AS56GO CIAT1011 7261. BOCA FILE 96-/28 BRALEO BN EITHER 3/8' tM114.) PLIMD SLEATHHIG. 1/2- iIC46 FOR METAL PLATE CUMECTEG IIUGD TRUSSES MD 2) 1H1S DES1G1 IS BASED[AI CLAP,CGPECTOR PLATES W41 6) THIS TP`JSS HAS BEEN DESIGIED FCA THE LGADIID SHOMI :Mill) OPIMALL OR BPACIID MEMBERS SPACED AT 16' 0 C. OUALITI SLAIDAPGS FiA 1POSSES. 31 CO,VECTOR PLATES SIZES ARE BASED dl A,1191.FORCES Of&,. 011 THIS ORAMIIIG. 1HSTKLATIGII MD USE SHALL CCAFORN ibNaAA A/1. LESS IIOTEO OTHERMISE. 161 1O MfAlUR OF THE IMJSS MAI BE CUT CA WICIFIED 111 AAF, MAI. 4) COTSECICA PLATE SIZES ARE CKLEG OUT MIG1N (ACROSS SLOTSi Ml TH IH IS OESIOii 12) ® IIDICATES 6EAPIRG LOCAIIGI. 171 SPECIAL NA/OLiIO CAPE SIOLL.O bE TAMEII CAP11O SHIPPTLO MID B-I 1EOGTn IAL01D SLOTS, MD THE OPIE141AT 101/OF THE 9, THIS OESIGI IS APPLICABLE TO SHOPTEP SPA1/ TRUSSES Of EPECTIG/OF TRUSSES SEE HIB-91 FOR PECCMMEtOATIOINS 3CEIIIICAL LUADIID MID CQ11FIGtlBAII(Ai. -CG11F[Gt1RATIGII AIO LOAD lI1G SPECIFIED 8/FABRICATOR -AODITIGIIAL PLATIIIG FOR HAIIDLIIN9 TRUSSES IS PESP0115181LI1Y OF FABRICATOR. -THIS TRUSS IS DESIGIIED 011L'L FOR THE LOADS SHOMI. PPU'/ISIOII FOR THE PREVENTI011 OF PG44D111G MUST BE MADE AND IS 1101 THE PESPOIISIBILIII OF THE TRUSS FABFIICAIOR OR CEAP1. MIIICIPAIED tLOPIZGITAL I/OVENEtIT Ux DEP TOTAL LOAD - .284' 3-5-13 1-0-0 RUN 2-9-11 6-4-4 6-4-4 5-8-3 5-4-11 5-11-3 AM 1-5-14 12 42 02 12 42 42 1-5-14 Max Height 9-10-3 74 PLF 12 Q 6 272471 4701 4701 1 b 3{ 339 / � 0108/ flag 2094 o \t\ STT` 1251 1270 77111 1681 821 Fj 590 2,13 17110 17121 13,5149% 13.5)67 1 I f 1 7x8 3x4 3x4 I^ 9x4 5x6 3x7 3X11 2 20 PLF 12 1-0-0 6-3-8 6-4-4 6-4-4 8-4-8 8-7-8 42 42 42 02 42 BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 U CODE: Standard Building Code (SBCCI 1991) nZ 37-0-o WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD DADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1 N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .347' (6/16), Index-.281, (L/1280) Maximum Total Load Deflection of .544` (9/161, Index-.294, (L/8161 PW. 3-23-93 dWJ 3-ZZ-9?, w'1"D M wJ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBERTRUSS: 37'0' MV-19 SPEC T-10 OMD. 4 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 42 DS SP ` '` ENG. FOR: TRUE TRUSS INC - SDS 15 4-14 3801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A e DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 _ 7.0 OL TC 7 2X4 Y2 OS SP I�OF I(� (214) 660-3940 PLATE AREAS INC FOq��STL LL BC 0 WEBS LAYOUT TO: 582 3333 DL BC 10 2X4 N3 SP ADDRESS: SCALE: MEMBER TRU . SS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOIFD 1/8 n^t 11 LIA4E41 SHALL BE OF THE SPECIFIEO NUIIMJN 64ACTM bf COIl ECl O1 PIXIES SHALL BE 114SIAILEO SIMETAICALL(Oil TO) AIL IVISM 04310 HENK"S L�"Y.4E0 H+. SPECIES, MIO IBI MAXI"40AS1Jr4.COHIEM, OR SUCH THAI THE J31T11 GRACCG Br EITHEA;I/8" ,"1111 PL103p yfAln.... 73 J H16wo ALLOWABLE SIAESS !ALOES, ALL HUES UAU 61 1 C CHEM SPLICES XRE#101 PECCw*0 X0 TO GCCUP OHtl� LP+MALL Oil wA;HH4 HEWERS SPACED iG' R c ,.. FOR DESIGN ARE BASED O/TI£LAIES1 Epi T1OI#OF THE IEA- GIPECTL'4 ABOVE A 001TOM CH(jtO SPLICE. :*LESS HOLED G'A,041SE. TIOEAL GESIGH SIMCARDS PUBLISHED 01 THE 14ATIL04AL 11 V-2G00 APPROIAL lF.SWERS. "•IBC 2349. FHA TCB 9014, SBCC 11) AIL CWOIPESSIC1 CHORD NEAKM ASSUMED TO BE CC41TIf#UOUSLn5t THIa._ FOREST PAOGUCIS ASSGCfATl4i. 7267. BOLA FILE 86-ii5 BRACED Bt f1btk 3/0" 441N.? PLt*XO SHEATHUIG. 1/2' 11 Ctrs FGA HR.. 21 THIS DESIM IS BASED d1 CLAR4 CG4ECTCA PLATES DKV 8) THIS iR'.fi5 HAS BEEN CESIGIEO FOR THE LGNTH1t7 SHO111 1NDIL OP/HALL OA BRACING HEMBEAS SPACED AT 16' O.C. QUALI11 STAtiOAPGS r- 91 C014ECTCA PLATES SIZES ARE BASED ON AXIAL FORCES 0141, Oil THIS DAAx111G. 04STALLAII01 SIG USE SHALL CGIf ORM 1MA$I, UNLESS MITI)OTHEANISE, 16) IID MEIE#A OF THE iNJSS MA' 41 COI4IECIGA PLATE SIZES AAE CACIEG CUT WIDTH IACAGSS SLOISI WITH THIS OES101! 12) as 14I1ICATES BEARING LOCATIC41 17) SPECIAL HAHGt1110 CARE SHOUT BE is_ Al LENGTH 1ALUM SLGTSi AHO THE ORTEMTATTON Cf TIE 91 THIS DESIGN IS APPLICABLE TO SHOPtER SPAIN TRJSSES OF E#ECTICAI OF TRUSSES SEE Hia-97 FOR KCL— SIZE ECL - CGNFIGURATIGI 910 LOADI16 SPECIFIED 8Y FABAiCATOA -A00MOTIAL PLATIIIG FOR HA1101.111G TRUSSES IS RESPCE#S18ILITF OF FA77RICATOA. -THIS TRUSS IS DESIGN"UL.Y FOR THE LOADS SHOWN, PROVISION FOR ME PREVEI4TIOn OF PUGIRIG MUST BE MADE A19) IS n0l THE AESPO)ISISILIIf OF THE IRUSS FASHICAIGR OR CLAAv -AHTICIPAIED HORIZU/TAL 140ENENT 111DEA TOTAL LOAD - .276' 3-5-i3 AM 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-9-11 W 5-3-3_RON 1-5-14 12 #2 02 02 02 02 1-5-14 74 PLF Not Height 8-10-3 12 3834 Will S`X S 3961 359# \\l 3601 12 6}5 \ 3tq 2221 3621 \ 1641 wit1571 7241 148! 72# �F� 59t r m 2x3 i 711 11 (3.6167) I m 0 13 51491 ,11 I 7993z4 5x9 394 3x7 a 301 �2 20 PLF 12 6-3-8 10-9-9 5-0-0 7-4-8 7-7-9 # Enclosed 2 - #2 #2 #2 A BUILDING TYPE: Elosed Re6fdentlat 1-4-0 1-4-0 t1� 37-0-0 CODE: Standard Building Code (SBCCI 1991) �2 WIND SPEED: 110 wo 14EAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTiON REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: 1 Maximum defiectiGn occurred at bottom joint 03. Maximum live Load Oeflection of .331" (5/16), Index-,268, (L/1341) Maxiaum Total Load Deflection of .519" (8/16). Index-.281, IL/855) A, moi. ,3-Z3-g1 ,0W PLATE TYPE: D,C, SPACING LOADING 1PSF) TC LUMBER1RU59: 37`0' HV-17 SPEC T-f1 owG1 Y�ODO 2-0-0 u. TC 30 • ric 2X4 #2 09 SP t ENG. FOR: TRUE TRUSS INC - SDS 15+1 " ^ DL IT: 7 B1: LUMBER PROJECT: CENTEX 3748 A DATE; 25 Feb 1993 _ LL 8C 0 WEBS 2X4 Y2 0S SP LAYOUT ID: (1+OF *uC:-FDn STl _( OL SC lO 2X4 #3 SP ADDRESS: SCA "'At. 47 Fv.t'FPt AS MAY FF flOTF0 _ I •."'�'S.s lip"EO1p Js"— t\W.-"5— wef K M- Ir.xt ic4 ,wltR „s SP CGNt q, , ,a n,litp yEE Of F'BP tEtt'SIGE\, Otb Cltd' xtEt+StwE�%A%6;o c• SO ts4,c{ ,6 tp'� a '\�Ft tS\0tLl Stott 10 At* µµrGEG B+td>ft'Pdi:E MEttdE�Pt-'00 }cE0�t 171 E94 t p at l5 PE5POi PPOtI 1S1@lt. vol n t of .Mitt.\ Ps`+P CtF SE5 Orxt- PE`' it ,CX^"" 5 5 5h i SNE Gµ ss siG 6' 0006 wEt wit>G` iw 1P� EGPp iW ifiE0 4�wtEtwt�tP ill N EO 8 M4µ pp VtdE.PMI ON. t pL1 6 FOP"ta 'I FOp i1tE' µ"p E5 3VZ� E eE last '10(x ypcc ,itt.l U�ESS yErt,Vtp ED"x �t F1t PEttW tEO(A BE t+► EOMD `Elt�pE{.tEs sw 01 t�t�r y4.+x t�xpit M►t1' 1"ftES ,Cti X55 t5 Sp�tOILRICA, 5 ��yup tpt N tt� i 61 ; C.Pio, fS,C6"Al V6�2 trE f��W to4 i21 ,1N PPEt1, 10,0 GN w N0� Mots'-w twr 6. t ctE' pal OL �_t265ip,d•V f,�p U5E SE,; 14 to taM pp`+'}" 0 Ll 00!� f vI Ew GE fr,1lG Ni iP�' EU wlNittEttt, tJEb V'3G QptE w45 pE p{51µ sjOpito SP s„fflf, if,E Gd !il + THE ttF' it 1261't4rlss''Akie. E 10 t �,wO Ss�yµtlE Epo vol osowll 61 iNi cAt NAS OP, SIG1 ick° pO i9y }8'f Go; imp 6r tt£0.'tES g� ,051 Mt StDEsfGt Es 1P� i1 f 0,6%514 V,$t �+r"A'CGfa,oPIG NiN 1A piF `1405 cE_..r.t`S 6►`'�`jE5 FPE O�G�l 010'0 ipi 21141E P,w�M'_N'►Its�SiES AML tnE t 3090 ColEE td tw P 1 i 3360 d 6' 5„ia 3612 3'3,0 02 1' 25Gt 0910 t� 3520 �\ 0060 6-6 Q iZ t7At 1t21 f3 5167 9' t2 3450 13 6�6-3 ♦a 'Q 6 t �3zt tt6f t2n i � 590 N' 5"K 116\A91S Zp PEf 13. fk� 3x4 \\� i``� \\\ 30 t(et q9%) / lam �� i��'6* {sec axe ,� Er'L`id�r9 6 C7 �` SIX WilOiNS s'�cd Stoll` SEd,IN 6E Wit A-0 2x3 ��u GtlpE: EEO; 110 is ee `ow ECN o axe tt"a t.a-o 1µp ��F HIGH:�Se) p �.pE� � to 6-6'0 -los'L PRE i�REQ, pVE. t� "'.2 6,6' IlPLIfS ES �0 �* t2 a SO EE AOI IES 31-0 iZ 6-3-6 w, pyMG�j j� t.a,0 I "T #3, 13181 8d at 0061 WOOLdg?2g5't�t rO41� 3�5N 1 ps 5Up1E 2S �e� 19935 n,1 ticc i QtW`� N SPAS doijectioDO of 3526.�5�ji61. I 23 q 3 `Y" {PISS tR�X 3100 A Oaxi�peQ O6flf'e t1p0 Ot ��(. ? �2 q3 \ EPA mac` io c�N Haxim�n 100604"1 Load p tJ � p5 Q9 ;,,out NaXjeUt4 t�`utteEP 2X4 •2 p cp 4Uo�55 1 02 5 �y0 trusses.. i C`N0 EOAaSNG�jp SF e0 IUMeEP 2X2XA 03AC $P t t A SIC t ttE �ypF, l+ aU to `"` It U04BEA SMALL BE OF THE SPECIFIED MIHi MJM GRAOES, 51 CGAECIOR PLATES SHALL BE 114STALLED SIMETAICALU 011 10) ALL TEHSIOH ME CHORD MEMBERS ASSUMED 10 BE C014I IIAJOUSL 1 13! / NOICAIES LATERAL SAAC111G MEMBER (IA4 MIB.) SPECIES. AIL 191 NA/IMJM MOISI'JPf C01IfEHl, OA SJCH THAT THE A1141. BRACED B1 EIItER 3/6' X4111! PLON030 SIEAIHIIW. 1/2' t4) 111SIALLATIG/Atx.EF.ECTFAI f INE IAUSS. PEPMAIEHI. MG IS Of n1uNEP ALLLINA6LE SIPLSS'VALUES. ALL 4ALUES USED OI TOP CHCPO SPLICES ARE HOT PECGH1EHOED 10 OCCUR WIHIi ORVWALL GP BPACII4G MEMBERS SPACED 1G' A C IMAM:, ILHMC44AR(BPACIHv St CJAD 0E OWE 114 ACCCHCAHCE NIT" FOR DESIGN ARE BASED WH TIE LATEST EU{TIJH W 11E-1A- GIMECTLI ABOVE A BOTTGM CHORD SPLICE. UTAESS 1101ED GUEPMISE. CkIRKIII IPI BRAC101T1 AIL LPECIIWN V'JBLICATIGIS. 11011AL CESIGN UJAHCAMDS PJBLISEO a1 THE RATIUUAL 7N `/-2400 APPROVAL 11(AWIEf1S: UBC 2342. FMA TCB 2014. 58CC 11) ALL COMPRESSICH CnGRD ME14DEPS ASSUMED f0 BE IXi1H11xAfJSAIl51 THIS C451WI C0HIFOPMS IG C.A1pEHl IPI DESIGN SPECIFICA- FORESI PRODUCTS ASSGCIAtIOII 7251. BOCA FILE 66-125 SPACED 8Y EITHER 3/8' 1M1HA PLVWGGO SIEAIHI"G, 1/2' lIC415 FGR METAL PLATE C144ECIEG NOW IALSSES ML 21 THIS DESIGN IS BASED GI CLARI CGAECTOP PLATES C LY. B) IN IS IWJSS HAS KETT DESIGEO FOP THE LOAOIIM SHOMI !MMI.) OR IN ALL OA BPACIIIG MEMBERS SPACED AT 16' P C. GNAli11 SIAIOARDS FLA TRUSSES. 31 CGAECTCA PLATES SIZES RAE BASED ONAXIAL FORCES GLV. Off THIS OPANIHO. IIISTALLAIIG/AIL USE SHALL CONFORM IMAAl, BLESS 110TED OTHERWISE. 161 10 MEMBER OF THE IFfJSS MAV BE CUT FA MODIFIED IN ANI NAY. 4) COIAECI CA PLATE SIZES AAE CALLED UJI N101" UCAGSS SLOTS) WITH THIS OESIOH 121 ® 1401CATES BEARIIIO LOCAIIGI. IA SPECIAL HM4DLR0 CARE SHOULD BE TAKEN OURIIB SHIPPIlla M BV LEtIGT" IALOIL SLGTSi At0 THE OPIEHtAT1014 OF I/E 91 Tn1S DESIGN IS APPLICABLE TO SMLPIEP SPAIN TRUSSES Of "CI1G4 OF IR•JSSES SEE nla-al FOR PECG4E110ATIONS SIZE CALL OUT IS lot DIFlECTIGH OF THE PLATE LEII&TH- IDENTICAL LUADIIIG AND C011FIG'.01TAIIE44, -CEAIFIGURATIUI AIIG LOADING SPECIFIEO BY FABRICATOR -AODITIOIIAL PLATIIIG FOR HAIGLING TRUSSES 15 PESPOIISIBILIti OF FABRICATOR. -THIS TRUSS 15 DESIGNED OILY FOR THE LOADS S"OKII. PPOYISION FOR THE PREVENTION OF PCUNIIIG MUST BE MADE A110 IS IIOt 111E PESPOHSIBILIT'V OF THE TRUSS FAEWNICAILP OR CLAPV. -AIITICIPATED HORIZONTAL 14OVE14EIII IAIOER TOTAL LOAD - .301' 3-5-13 2-10-0 2-10-0 RUN 2-9-11 4-8-8 5-8-0 5-8-0 4-4-8 4-7-8 RUN 74 PLF 1-5-14 02 02 /2 02 02 02 02 1-5-14 Max Height 5-10-3 12 Q 6 279E 315E 4191 3141 2670 A A L F 1 278E 322/ 3x4 3x1 3x4 S, 2221 1/ I` \,\ k 7 � � \ t60• A �.` {'� lied —= \ 10 2X3 9� �� 4 1080 1040 1130 1131 1460 Bbd 591 It 17110 13.5167 :17x8 3x8 3x4 5x6 3x8 3x7 -113 5149% 3x11 2 12 20 PLF 6-3-8 4-8-8 5-8-0 5-7-8 5-8-8 9-0-0 02 02 92 12 02 1-4-0 1-4-0 37-0-0 BUILDING TYPE: -Enclosed Residential CODE: Standard Building Code (SBCCI 1991) A2 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: (02A * AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .407' (7/16), Index-.33. (L/1091) Maximum Total Load Deflection of .638' (10/16). Index-.345, (L/696) L, (L.-V, 3-Z3-q3 O(wj L RF_V 3-2.?--92) 1ti 1 n o fy*\w'T CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUNGER TRUSS: 37'0' HV-11 SPEC T-14 01111G. 0 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 02 OS SP ` ENG. FOR: TRUE TRUSS INC - SOS p 6+ 6 fool S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A T DATE: 25 Feb 1993 OF (21,1) /� GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 Y2 05 SP I (214) 660-3940 PLATE AREAEC-.INFOA STL ' LL BC 0 WEBS LAYOUT ID: 504 OL BC 10 2X4 Y3 SP ADDRESS: SCALE' MEMBER TRUSS PLATE INSITTUiE 33.33 TOTAL 41 cvfppi AS MAY 11, 1,111Th11 N LkMKR SMALL BE OF IPE SPECIFIED M1111MJM GRADES. 61 C010JECIOR PLATES SHALL BE INSTALLED S/MNEIRICALL(OI t0) ALL IE115IJH GNRO MEMBERS ASSURED 10 BE C4111141U'.ISL+ 13! 11GICAIES LATERAL BAACII i MENBEA 11A4"116.1SPECIES. AIG 14x MA/IM.M NOISILAE COIITE11V OR V" THAT THE J0111T BRALED B+E1 THEN 3/B" ININ! PL fN070 SFEATHII13. 1/2' 141 NISIAL1.AlIJ/MG EF4CTI:AI OF THE IF+JSS. PEPMMEHT. MD IS CF MlwfP ALL:INABLE SIPESS(ALOES. ALL IAA.U1S USEO 01 TOP CnCPG SPLICES ARE NOT PECGw4EUDED TO GC-CUP 114111; OR'+HALL :A BRACIIHG MB MEERS SPACED Ili' o< IL . IN.". HPGRAP•BPACI/1G S101G WE UUE 114 ACCC4,G.t CE Mlln FOA DESIJ/ARE BASED Oil Int LATEST EOIT10t1 OF 1nE t/A- DIRE CTL( ABOVE A BOITGM CnGID SPLICE. LKESS f$OTED 01•EPNISE. CUFWIIT 1P1 @AACII&MG LPECTICAI PJBLICAUC46. I TOTAL LESION-STAtICANDS PUBLISED Of I.E.MIATIDIIAL 71 V-2000 APPROVAL HFJMBERS; UBC 2342, FnA TCB 2014. SOCC 11) ALL CCIIPAESSICAI CMGRG MEI6ERS ASS'JMEO TO Of CFN IICA•JSL 45H THIS GESIGH COIFTAMS 10 C'JPPEHI IPI DESI+N SPECIFiCA- FOREST P1WN'AICTS ASSJCIAIIGtl 7261. BOCA FILE 06-125 BRACED 61 EITHER 3/8" THIN.) PL/M3CC1 SIEATHIIIG. 1/2' IICAHS FFAs METAL PLATE CJEECTED NDCA 1AuSSES MG 21 THIS OESIGU IS BASSO 011 CLAP/CC41ECTOR PLATES OIEY. BI THIS TRJSS HAS BEEN OESIGIIED FGA THE LGAOIIG SHOMIM :64111.1 OR+MALL OR 6RAC11O MEMBERS SPACED AT 16' O.C. "UAL I/'f SIAIGAADS FCA TRUSSES. 3) COtECTOA PLATES SIZES AHE BASED dl AXIAL FORCES OLY. OM TF11S ORAN[I16. INSTALLFTI G/MG USE SMALL COFORII IMAl1. UxESS IIOTED OTHERWISE. 161 1G 1E14BEA CF THE iAUSS MAf SE CUT FA MODIFIED IN MAY MAi F. 4) CO", cIOR PLA IE SIZES ARE CALLED OUT WIDTH (ACAOSS SLOTS) WITH THIS DESIGN 12) ® IIGICAIES BEAAIIIO LOCATIGI. 171 SPECIAL ""GLAD CATS SHOULD BE TAMEII OLMItG SHIPPI16 M BY LENGTn (ALOI16 SLMISI NO THE OPIEHTATIO{OF TtE ai THIS DESIGN IS APPLICAOLE TO SHORTER SPAN TRUSSES OF EPECTIGII OF TRUSSES SEE nla-a/ fop PECpMELGA/10N5 -CCIIFIGURATIGI ATG LOAGIIIG SPECT IEO BYABRICATOR -ADOITIOIRL PLATING FOR HAIIDLIUG TRUSSES IS PESPOIAS1BILITY OF FABRICATOR. -THIS TRUSS IS CESIWIEG LILY FOR THE LOADS SHORN. PRO'V1SPRA FOR THE PREVEIITIOU OF PCNDUIG MUST BE MADE AIIO IS I1oT THE PESPOIISIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATEG HOFIIZC44TAL 14OVE14ENT IIIIDER TOTAL LOAD - .322' RUN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 02 12 02 1-5-14 Max Height 4-10-3 12 Q 6 3961 3090 3941 3991 3161 12 �\ 2481 6 17 T`v 3x4 N .i/1{P 3220 + 5 I \ 1x31 Z*� slat m 2x3 { 1401 1321 1060 1451 1201 660 t 1 59t 171120 � Ili 17121 13.5167 1 7x8 3,4 50 3x5 3x4 318 13.5149% 3X11 2 12 20 PLF 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 02 02 172 02 1-4-0 1-4-0 37-0-0 /,� BUILDING TYPE: Enclosed Residential Ja CODE: Standard Building Code (SBCCI 1991) Q2 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD L S SHOWN BELOW UPLIFT CONECTION REQUIRED: IO 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .494' (8/1.6). Index-.4. (L/899) Maximum Total Load Deflection of .773' (12/16). Index-.418. (L/57,4)1 RECOMMENDED CAMBER: .42" /��( 3-2 i-1-3 E / R3-Z Lj p mvjg 1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSP) TC LUMBER TRUSS: 37'0' HV-9 SPEC T-15 ONG. 0 ALPINE ENGINEERED PRODUCTS IncV,�000 2-0-0 LL TC 2%4 02 DS SP )' ENG. FOR TRUE TRUSS INC - SOS 15'+/4 fool S. Gsw PHNY. 3(1 BC LUMBER PROJECT; CENTEX 3708 A' • DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 02 DS SP I�OF 19 (214) 660-3940 -PLATE AREA TNC FOR[STL LL BC 0 WEBS LAYOUT I0: 594 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUif TOTAL 47 FxCPPT AS MAY OF HUIFn 1/H 11 lV.6ER SHALL BE OF THE SPECIFIED MIIIIIAIN WADES, 6! C018ECIGA PLATES SMALL BE IUSIALLED SHM4EIPICALLI Oil 101 ALL IEIISMI C+1 G MEMBLPS ASS'J1EG TO BE CE441 II1xYfSl4 Iii IIDICAIES LATERAL 6PACIIG NfiABEA flA4 MIt4.) SPECT ES. AID 192 Nu1WJ4 NOISTOPE Ctr11EG1. OR SJ_H THAT THE .QRST 8AACEG Br EITHER 3/8" IM1141 4LIWWjD SHEATH[$,,), 1/2' 14- 11151A1LAUU&AIL ERECIIW Gi 1HL WjSS. PEAkNEt11, AID IS GF nluhEP ALLOWABLE SI FESS VALUES. ALL ,AIUES OSEO 6; IOP CIIGRD SPLICES APE TOT PEC:MfI"D TO OCCUR 04114 GP'.MALL W4 6RAC114 MEMBERS SPACED IG' o.0 IMA4;. lkwcf AP4 BPACIf4 S"&AG BE Out 114 ACCFA4:mcv xitn FOR OESIG14 ARE BASED"' 1I LATEST EDII1014 GF THE IIA- OIRE CTL'4 A60YE A BOTTGM CnOPG SPLICE. JIEESS 110IE0 GTHLPMISE CUPMEIII IPI BPACInG AID LPECTIU#PJBLICA1,014S. T10NAL GESIGII STAILAW4S PJOL151E0 B/ THE NATIOHAL 71 ',-2000 APPPOVAL tfJMBEPS: UBC 2342. FnA IC5 2014. SBCC III ALL CGIIPRESSIGII CHORD 41ENKFIS ASSUMEG 10 6E CG11114!J&J_Lt1Bl THIS(ESKti CT4PDNHS TG CURK111 IPI OESISII SPECiFICA- FOREST PROG'UCIS ASSJCIATIOtt 7251. WA FILE 66-126 BRACED 81 EINEA 3/6' :11114.) PLIW%G SHEATHIIIG, 1/2' 11014 FOR METAL RATE CLHECIEG IXgG IALSSES AID 2) 1N1S DESIGN IS BASED 011 CLAW CW4ECIGA PLATES DIY. B) THIS UVJS$HAS BEEN DESIGYEO FCA THE LGAOIIG 5mwN MITI.) DA(WALL OR BRACIIG MEMBERS SPACED AT 16' o.C. FNALIlf SINDAPGS FGA TRUSSES. 3! COaECTOP PLATES SIZES FRE BASED 011 AFIAL FORCES trLf. 011 1NIS DRAWIIG. 114SIALLATION AUG USE SHALL CG14FOM :MAV!. k9&ESS 1gTED OTHERWISE. 16! Iq We GF THE TWJS5 MA4 BE WI OR MODIFIED!II ATE,MAV. 41 CtrAECtCA RATE SIZES ARE CALLED MJ NI GIN iACAGSS SLOTSj WITH THIS DES1314 12) ® 111DICATES BEAPIID LOCATICAV 171 SPECIAL NAl"DIG CAPE SNOlaO 6E TAME//GUAItm SNTPPIN9 M 04 LE1GTn IALGfG SLGISI A14D THE 00IEI41ATIQ4 GF THE 9i THIS DESI 44 IS APPLICABLE TO S14RTEP SPAIN 1PJSSES DF ENECIIC11 OF TRUSSES SEE n/6-9/ FOR PECGw4l1OATID14S -CCAIFIGURAT1G1 AIIG LOADING SPECIFIED Of FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -AOOITIGIAL PLATIIIG FOR HAIIGLIIIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TPUSS IS DESIGUED GllLY FOR THE LOADS SHOWN. PROVISION FDR THE PPE`,ENtI011 OF PC11011IG MUST BE MADE ANO IS NOT THE PESPOIISIBILIIY OF THE TPUSS FABRICATOR OR CLAP'f. -AUTIC1PATEG HGRIZC44TAL 1407ENEHT UIIDER TOTAL LOAD - .157' 3-8-14 Rts4 3-3-2 6-2-2 6-3-14 6-3-14 6-2-2 5-0-0 AM 7 135 74 PLF 1-3-14 20x2 20x4 2x 2x4 02 1-5-/4 Max Height 3-10-3 1291 90 32-t 9 -0 121 l 12 765# 9431 6541 8441 6830 d6 12aA2481 4x4 7x5 4z1 a a F a i 4 I -1xj {12 6p 1/ 81 23 21 219f 3751 470 I o f m I f l c 5±# 31791 1 9z7 5z4 8x7 5x5 r 3x8 �' 33771 13.5145 3x11 N 13.5148% —2 12 45 35 8-3-8 6-10-10 5-3-14 6-3-14 6-2-2 5-0-0 1 20 20 PLF 7-FO 32-t-0 1-4-0 37-0-0 1-4-0 5141 2200 A BUILDING TYPE: Enclosed Residential A p CODE: StaTTdard Building Code (SBCCI 1991) WIND SPEED: 110 q MEAN ROOF NIGHT: 150 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 8 Allo alt AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection Occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .837' (13/16), Index-.452, (Lo/530) BOT 10d NAILS 12'0.C. I RECOMMENDED CAMBER: .45'& tC4�f 3-23-13 D""'_ WEB 10dATN NAILS 12'OFASTEN EAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0* HV-7 SPEC T-16 DWG. • ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X6 01 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A. DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7_'0 DL TC 7 2X6 01 OS SP LAYOUT 10: �j'/OF /9 (214) 660-3940 PLATE AREA INC-FOR STS LL BC 0 WEBS DL BC 10 2X4 03 SP ADDRESS: 750 - -- �� MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47SCALE: F xCEPT AS MAY HF NOTFO 1/8 n A ll LUIBGA STALL K OF THE SPECIFIED MISSIMJNI WADES, BI COIwECTOR PLATES SHALL iK IIISIALLEO SIINEIAICALLI 191 101 ALL IEIISION CHORD MEMBEAS ASS'JIED 10 BE CIxIIIlA"JSI.1 131 -A- IIDICATES LATERAL BAACIIG MEMBER (1A4 Min.) SPECIES. AID IBB MSAIRM MDISPJRE CMITE10. OR SUCJ4 THAT THE JDifff BRACED Be EITSfA 3/8' �Mllp PLIN000 SNEA1HI11G. 1/2' 141 111SIALLAiIG1 AIG E6ECTIGR'J 1 OF THE ISS. PERMWfAIM D IS OF nIOMER ALL"ABLE STRESS VALUES. ALL IALIES USED 61 IOP C.Cm SPLICES AM HOT PECOPIE1gED t0 Cf-CJP 04116: H ; IAIMALL OR OPAiA:MEMBERS SPACED IC' 0.1: INA/4, IEMPCAAP,BRACIIIS SnCAAG BE OGE IN ACCGPGAtCE Nlin FOR DES,WME S ABASED OU IHE LATEST E0111314 OF ITE HA- GIRECTL'I ABO'IE A BOTTOM CHORD SPLICE. UIILESS TIDIED OInERNISE. ttYS NE1IT IPI BPAC04 AID tKCT1OU PUBLICAIIGSS. T IODAL DMO14 STAIGARD5 PUBLISHED 81 THE MATICIIAL 71 Y-2000 APPROVAL IRMBERS: UBC 2342. FnA TCB 2014. SBCC Oil ALL CG4dWSSIC11 CHGD MEMBERS ASSUMED 10 eE CGS111FAYJSLIl5l In15 GESIGH COIidWS 1G C'1dtfll IPI OESIS/4 SPECIFICA- FOREST PRODUCTS ASSOCIAT1014. 7261. BOCA FILE 86-125 BAACEG By EITHER 3/8- 44114.1 PL'INGOO SMEATHIIIG. 1/2' lIW5 FCA METAL PLATE CG4ECIEG IIOCD IALSSES MD 21THIS DESIGN IS BASED 011 RAR/CGIECTOR PLATES GLI. 61 THIS TWJSS HAS BEEII OES1Gf0 FOR THE LGADIID SHDMI IMIM.i DRINAL.L DR BRACII16 MEMBERS SPACED AT 16' O.C. DUALIlf SIAIDATOS FOR TRUSSES. 31 Ctr4f[IOR PLATES SIZE S AMIE BASED d1 AXIAL FORCES tri'). d1 THIS DRAWING. IIISTALlAi1G/AIG USE SHALL CGiOTW MAsJ, UttE55 IgiED OTMERMI SE. 161 IID MEMBER OF THE 14155 RAI BE CUT 014 NODIi LEO IH N//IIAY. 41 CO? CTGR PLATE SIZES ARE CALLED Cif WIDTH IACAGSS SLOTS) WITH IRIS DESIGI Ill ® 11DICATES 6EAR1110 LOCATIGI. 171 Sf ECIAL H"IDL114 CAPE %HMO BE TANEII OURI14 SHIPPIIIB AI BY LE145Tn IAL014 SLOTS) MD THE ORSE14TATION C/' itE >h inlS DESIGN[S APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE n1B-B1 FOR PECGNPIEHOATIdAS S.E Is THE DIRECT ICT, InE MATE -CGINFIGURATfC4I AIG LDAGIIIG SPECIFIED BY FABRICAIDA -REPETITIVE MEMBER STRESSES 1101 USED. -ADDITIGIAL PLATIIIG FOR HAIGLIIIG TRUSSES IS RESPOIISIBIUiY OF FABRICATC01. RUN 3-7-8 3-4-8 3-6-0 3-6-0 3-4-8 3-7-8 RUN 166.5 1-3-14 02 02 02 12 1_5_14 74 174 PLF Max Height 3-10-3 7-3-0 14-t-0 1290 1290 12 6 5460 5831 5460 12m >::�,l 0tx2481 6 123 230 1 .J, 0 660 6620 1581 6620 660 ITT 1 T m m 20150 20150 1 � I t 13.5179x 13.5i 79i 3x4 3x4 3x9 5x8 3xg 45 20 20 PLF 7-0-0 3-5-0 3-5-0 7-0-0 7-h-0 14- -0 02 02 5140 5140 1-4-0 (-4-0 21-0-0 1 A BUILDING TYPE: Enclosed Residential (1� CODE: Standard Building Code (SBCCi 1991) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: SOLt # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .184' (3/15), Index-.262, (L/1370) Maximum Total Load Deflection of .288' (5/16), Index-.274, (L/875) 93 DW wjnD pnw_T CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-7 T-17 DNG. 0 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 I2 OS SP ENG. FOR TRUE TRUSS INC - SOS 15+16 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 Y2 Ds SP ��OF (214) 660-3940 PLAT�AREk INC FOR�Tt- LL 6C 0 WEBS LAYOUT TO: n 332 33OL BC 10 2x4 03 SP AGSCALE-. MEMBER TRUSS PI.A It INST I IIIIE .33 IOTA). 47 ii F�HrPT ns anv Hr rr,lln 3/15 1. It LUKOS SMALL BE OF INC SPECIFIED 61111114M GRADES, 6t CONECIOP PLATES SHALL of 111STALLEO SAIEIRICALL•011 101 ALL IE151D1 CHORD MEWERS ASSUMED to BE CGN 11AXE1SL• 1f+ �' INDICATES LATERAL BPA:IIJG tEWEA 1104 NIH.) + RACE 61 EITHER 3/B' +N III PLOWO:A SK AIMIIW. 1/2' 14t IIJSIALLF11D1 MAD E6ECI14iI OF TME IAUSS, PERMMEIII, NIG a/ I S MOSS TITRE ES. ALL OR SJCN EMAI INCTHE .A71NT. G 1 E MO 19x M l SPECS S. IS:4` HIDER KlJMFBIE STRESS VALUES. ALL fALUES USED O! IDP C/IGAD SPLICES APE AWT RECOWEtMEG TO fiCCJP IMI HA OP'•NAIL DP BPACIIx:IEMIEPS SPACED fG' O.C. INA•;. ILI4PCFAP• BRAC It1G SNGJLG NE TWE IN ACCCAGMKE Mtln FOR IME SIall APE BASED G1 1 h LATEST EDITION OF THE IIA- DIME CRY ABOVE A BOTTGH CHIOTIG SPLICE. UI.ESS 110TED GIHEPWISE. CUP4VIIT ST BPACIINe MO EK:TiG1 P•.1BLICAIIGS. TIDJAL DESIGN STAIIGAPDS P'JBL ISrfD BO IrE NATIGIAL 7, V-2C00 APPROVAL IFOADEPS: LAIC 2342. FNA TCB 2014. SBCC 11) ALL CGIPFIESSIGI CM:PO Nf14BERS ASSUMED 10 WE CGITIIrjwjSL•15• In15 GESIGI CIAWORMS TO CUPAfNT IP[ DESI51#SPECIFICA- FOREST PROGUCTS ASSOCIATION. 7251. BOCA FILE 96-125 BRACED 8O EITHER 3/6' )MIN.) PLOW"SHEATHING. f/2' liGS FGR METAL PLATE CIA LEO WOG•[)ISIUSSES ML 21 ]HIS DESIGtJ IS BASED UI CL AAf CONECTO1 PLATES DOILY. el THIS IAUSS HAS BEEN DESIGIIED FOR 1/E LOADING SHOUT! 144111.1 OR(W ALL 0A SAACII16 MENSEPS SPACED AT 16. O C. DUAL Iii SIMOAWS FOA IR55ES. 3) COt ECTDI PLATES SIZES ARE BASED OJ AXIAL FOPCES O L , DI THIS DRAWING. [ISTALLATIGN MMI USE SHALL CGJFOAN (MAXI+ ULESS IIOIED OTHEAMISE. 161 too 1E14BEA OF THE IRMS MAO BE CUT GN MDIF[EO 111 MFf MAO. 4) CO4ECIGAS PLATE SIZES APE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIOJ 121 IS 1110ICATES BEAPIND LOCATIOU, 17) SPECIAL NAIOLIIIG CAFE SHOULD BE TAKE11 GURIIJ6 SMIPPIIIO AMC e'O LENGTH IALDIG SLOTSi MO TIE DPIEHTATION GF THE M THIS DESIGN IS APPLICABLE TO SnOPTEP SPAN TRUSSES OF EPECIIGI OF TWUSSES SEE 4418-91 FOP PECONo&OATiOS. -CUIFIGURAT[CCG I AILOADIIIG SPECIFIED BY FABRICATOR REPETITIVE MEMBER STRESSES NOT USED. -ADDIT IUUL PLATIRG FOR HAUDLIHG TRUSSES IS RESPOTISIBILIT'7 OF FABRICATOR. -THIS TRUSS IS OESIGIJED OILY FOR THE LRADS SHONN. PROVISIOIJ FOR THE PREVENTIOIJ OF PG40116 MUST BE MADE MIO IS t10T AHE RESP011SIBILIi'f GF THE TF455 FABRICATGP OR CLAR'7. PUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 full 1-5-14 1-5-ft 74 PLF Max Height 4-10-3 1 12 Q 6 273# 2730 4- 4• 12 3229 \ 322# 6 1 I 443 \ t600 \ I60# 0 860 1190 119# 661 f .1. 9609 960/ to I I m 13.51 382 13.5138% f � 3W4 5x6 3x8 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 1-4-0 n/� BUILDING TYPE: Enclosed Residential 21-0-o W CODE: Standard Building Code (SBCCi 1991) p2 WIND SPEED: 110 to MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WiND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 737 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: f Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .069' (1/16), Index-.098, (L/3652) Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333) � �V• 3-23. 4� ,vlt�(/ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: 21.0* H-9 T-18 DWG.d/ ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS )5 11 1601 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 //—� GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT 10: v I OF ' 1214) 660-3940 PLATE AREA: IN—.—FOA—STC-- LL BC 0 WEBS 244 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER 7RV55 PLATE INSTITUTE 10TAL 47 Fv(-FPT e5 MAY HF OPITF11 3/16 AI 11 Lu40ER SHALL BE OF THE SPECIFIED NIHIIPJM GRADES, 51 CGWECTOP PLATES SHALL IE IIISTALLEO SMfIRICALL/p1 101 ALL TENSICAI 0WORD MEMBERS ASSUMED 10 ITE C(1H11AUPUSLI 13! A irgICAIES LATERAL BRACING MEMBER qsA Mill., SPECIES, ARAB192 MAIIM'UM M31SILPE CpMTEr11, OR SUCHTHAT THE 10114T BAACEG 61 EIIrER 3/6- N314) PLIWD70 SHEATMI.Q, //2- 14! IHSIALLAIIGI ATE:EAECIIGI GF SHE TGUSS. PEFMMENT• MB: IS Lf "tGHEP ALLJWABLE STRESS'IALUES• ALL AALUES USED 6, IOP C.CAG SPLICES APE MOT PECOMIEMMO ID OCCUR I14111f MP'.WALL OR BRACInG W14KOS SPACED 1G' 0 C. /MA/1, ILMPCPAP•&+ACTH.SnOJLG BE DDIE IN ACCGRGAIHCE Wlln FOR DESIGN/ARE BASED p/ IME LATEST EOITIOM OF THE HA- GIPECIL'I ADO'IE A BOTTCM CnOPD SPLICE. JILESS HOLED 0IMEPWISE. CURPEUT TPI BRACHD MD ERECTIp1 PtMLICAIIGHS. IIOMAL GESIGI STMDAPOS PJOLISHEO B1 THE HAIIQUAL 7H V-2000 APPRO/AL (rH�R xS: UBC 2342. FnA 7C82014, SBCC 111 ALL CC44OESSIGI CHGPG HEHBEPS ASS'JED TO BE CC4HII1VJ4JSLn5i THIS GESIGI C(000646RE f0646 IG CURHT IPI DESISH SPECIFICA- FOPEST PIIOGUC TS ASSGCIA(10". 7261, DOCA FILE 66-126 SPACED BY EITHER 3/6- Nile.) PLIMCIC0 SIEATHIr.G. 1/2- TIG15 FGA METAL PLATE CGBECIEG WOGD TRUSSES MO 21iHIS DESIGN IS BASED pM CI ARM CGWECTOR PLATES GLV. DI THIS TRUSS HAS DEER OESIGEO FOR THE LGAOII86 SHDMI *10.) DRIWALL OR BPACI116 MENURS SPACED AT 16' O.C. OUALITI SIMDARGS FCA TRUSSES. 3! CpBECTon PLATS SIZES ARE BASEG 014M AXIAL FORCES 0141-f.0141-f. pl THIS ORAWIMO. 111STALLATIGI MG USE SMALL CpiGRM 91AA). UHLESS 1107ED OTHERWISE. 16) 10 MEMBER OF THE TRUSS MAI BE CUT GR MODIFIED III AIFI Weil. 41 C01:ECTOA PLATE SIZES ARE CALLEG OUT WIDTH (ACROSS SLOTS! WITH THIS DESIGN 12) ® 111DICATES TEAAI/0 LOCATIOM 171 SPECIAL HMOLIMG CAGE SM11AD BE IAHEH GIURIHO SHIPPIMS M AI Br LEUDTn IALpW SLGiS! MD i1E ORIENTATION OF THE Bl THIS DESIGr1 IS APPLICABLE TO SHOPTEP SPMM TRUSSES OF EPECIIGI OF IP'JSSES SEE n10-91 FOR PECOHMEI11ATlp13 -CCAIFIGURATIGI ATG LOAOIIIG SPECIFIED of FABRICATOR -AOOITIGIAL PLATIIIG FOR HAIMCLIHG TRUSSES 15 PESP01ISIBILIT7 OF FABRICATOR, ALM 5-5-/ 1-f1-f2 1-11-12 5-6-4 RUN 1-5-14 1-5-11 Max Height 5-7-3 71 PLf 71 / 12 Q8 3684 J>~ 1 12 3760 •\ 379. 6 p a i d 193/ •.\ '9_93/ 1 •i i nI Mn \1 660 1380 1380 660 %00 96O (3.5(36% 13.5)3BX `�I Im f � 5x6 3x4 3x4 3x1 20 PLF 7-0-0 7-0-1 7-0-0 Q 1-1-0 f-�-° BUILDING TYPE: Enclosed Residential 21-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 IIp11 MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73-7 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 8 Maximum deflection occurred at bottom joint I2. Maximum Live Load Deflection of .069' (1/15), Index-.099, (L/3652) Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) winD mu-)Z CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0' COMMON T-19 DWG. ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ' ENG. FOR: TRUE TRUSS INC - SDS 5ti loot S. GSW PKMY. 8C LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 GRANO PRAIRIE. Tx 75051 7_•0 OL TC 7 2X4 Y2 N SP LAYOUT IO: OF ' (214) 660-3940 PLATE AREAL -- INC--FOR 5TL LL BC 0 REBS I! 188 33.33 OL 110 2X4 03 SP ADDRESS: �AAqsc,u E. - MEMBER TRUSS PI ATE INSRl1 iTE H-ori l+T n+; Her HI- rn ail i+ 'if; ^(�