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Permit 1480 Linkside Dr (vault Folder) www 000000 -4 -4 -4 0, 0) 07 NU7N ?A P WWW NNN -' .• 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 11 1 1 1 1 PN_ -0`NAO-1-tN —W AN —cpp-'PN PV_ ;b NAta ?N ?U!J�!NA .P4b Nkw4b NANANA �N - Ii� II II� Ii� 11 11' 11' 11' 11' 11' 11' II 11 11- II illy II II IlyII II. II Ii� IiVit II� U II IhII it II II 11 II 11 11� II II~ it U� II II II IMI JI cD (otot00000000000 -4-4-4 --4 -4 M &) M 0 M Ln 0 Ln 0 0 -lb- 4b. � 4b- W W W W W r-j � � 0000 J (nW � coV (!� W -� cDV (J�N000dp NOOorn .PNOVUnW cGVNW -ALO -4(P 000M46 0O0Cy) A- A O0 0 0 N W 1 W N f W W m 9► At rri ` o P� O m 00'11 N W A `a O O A C) W v O O _ .OS 0 ,0•t l AS '1313 VM3A1 G r9 t w r N A O v O O WHO ,ZZ � p,o pR O pNT1C 9�ACS puno aNnoa Viiill PI1N� 3 a 1 C J N N I� p1.ANNING &ZQ 3n 11193 sv ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) ADDRESS: 1480 LINKSIDE DRIVE GRADE TYPE: A COMMUNITY:S E LVA LI N K S I D E SOD: 2828 Sq.Ft. LOT: 159 UNIT 2 7 PALLETS DWG. : 1 5 9 S L . DWG FENCE: FIELD VERIF entex Homes DATE: 3/ 8/93 FLATWK: 910 NORTH FLORIDA DIVISION DRAWN BY: G.H.P. FNDTN. TYPE: MONO SCALE: 1" = 20.00' - - � 1 L � I cd4lPPP s I � ..I�4rOcla.. 1=1?R. Q7ti X gjhx i(sr� I I I II Fl e F i I I II i I � I r I I � � � r I l k all Wom I It � y yam — oµ� VVROVED D c CITY DAB MGNO 'cow� �r Hu - D � MAR 1�1993 •�d:�ng and Z°nin PLAN NO DRAWN BY: REVISION DATE DATE: REVISOON DATE '"T C) ntex Homes = DATE CKED BY. REVISK7f+i NORM FLORIDA DIVISION S.F.LIVING AREA S.F.GARAGE S.F.COVERED PATI© SHEET tDF REVISION DATE S.F.COVERED EMS RY COMIGHT 19_ 11 1 I I -Y_ r 16 t 4-1 e y i , Ll° _ 1 I I \ /I _ --- --4 a , �� I� ._ I I I - tiff g 3 _� _ __.._-- sr I Vw Wo for '- y, i E I E' i fi. I !1 a ! I p' 4 Y �' R , on j e ►� 4 4 - - Y - . .r�_-_ 151 _. ., - _ -- 24N MAR 111993 K F3, - Building and Zoning NO. DRAlWN BY- REVISION NM I IRINyI SP. REVISION DATE x e NORTH F1QR/DA LilVISlQN S.F.LIVING AREA CKECf IzeY REVISION t!A'f1! SF.GARAGE E. - COPYRIGHT 4 19 _. &F.tCOVERED ERED ENTRY SHS OF REVISION 0ATE 4 El E W I �Lj— Y/ U zH, _ _= �. -►- -ter __- __ IPA= r 1 13 4 s 4 PLAIN NO. ORA"BY. REVISION DATE t ►Tfw REVISION DATE _ ritex Homleme s � NORTH FLORIDA DIVISION CKED W. REVISION DATE &F.LIVING/AREA 1 S.F.GARAGE S.F.COVERED PATIOSHEET OF REVISION DATE COPYRIGHT &F.COVE ENTRY r' G � • z ti 44 Y4 � tom••,... �....,,,� _'u owl . .: i y 51 • • _ -- Mdr -70 DRAWN BY: REVISION DATE DATE: REVISION• DATE ntex Homes ()PS C/o CKE B�NORTH FLORIDA DIVISION S.F.LIVINGAREA ; REVISION DATE S.F.GARAGE S.F.COVERED P,ATID sHEET Of REVISION DATE S.F.COVERED E COPYROW •19— EW" N a~ . . ` ADDRSSS_`_.____ BUILDING PERMIT 0UM82R_____/����_7_�___________--___-___-_-_______ INSPECTIONS: UNDER SLAB SLAB 41- 1q--q3 FBAMING ___________________________________________ COVER-UP --------------------------- '-------------- BUILDING-,-*-(5 INSULATION------ ________________________ _ ___________ �� �� ��INAl. ____W�________________________________ CERTIFICATE OF OCCUPANCY_ u '� ELECTRICAL PERMIT ------------- INSPECTIONS ROUGH . MECBANICAl. PERMIT PLUMBING PERMIT NOTES: � � � _ Tertifirate jaf Tito of OF Atlanfir Near# -- Nlodba Department of "Butlbtng Inspection L Co., FLA. This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single amiThRgsidence Bldg. Permit No. 6594 Group W/f Type Construction S-a— Fire District Atlantic Beach t Owner of Building Centex Real Estate Address 6620 Southpoint Drive soil Address eLocality At anticBeach, -FL T 33 DON C, FORD By., DON Building Offici 1 " Date: POST IN A CONSPICUOUS PLACE �, t �a 1,14 .41 .. 1,43 ♦�R fitvirti.�sa� E`A�rst 40 ;J �'o t .�p� �P.:�j'2d;7p�.2-$0.0 • � CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)',247-5805 NOTICE TO: Water Department FROM: Building Department DATE: i.La LC � Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address i ju �� r ', Si cerely, Building'Department l y CITY OF fY&4odw /3 -At&l* Office of Building Official 6(-72- REQUEST FOR INSPECTION 706 n'' Date Permit o. J/ Time Q A.M Received P.kt. - 14 (5 0 Job Address Locali Owner's Name � L Contracto BUlLDI ? CONCRETE L) PLU 81i7G MCHANI&L, Framing r Footing L_ ❑ o Air�Gaa�&� Re Roofing Slab C Temp Pole Top Out Heating Insulation G Lintel Final a Sewer _ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. l A.M. Inspection Made `�+ ' P.M. Inspector �""�- Fina! Inspectio Certiticate of Occupancy C Date Com" i YJr 4 � r�IVI>>lUt1 +(IG AUTHORITY R it`.'!!_. t I.i�!{11)A :HCl s• 1i uL.LOWi tdG }' i 1rAt_ ItdsAl CI' pN(S? I!£ V� `$EEM' MADE: AND AR . . ..iAC:'1'C.14tY z _. �� <f ik ._,~.�, `�._(_.......r.._ T,J/7�'-."-•gyp l�� f «....�.........__.._..__.....__� 1 n f ;T ?� YP t.re the blue copies of the pexmitis.l Y Ail t. DIVISION 1t`�. � A C' ` 1 d , J+ ?\\ . /0 So � \� ° � k ca \ < CD ¥ ate Z ~ a � ^ SFk 0 #\\ \ � . . . CITY OF ATLANTIC BEACH / BUILDING PERMIT CALCULATION SHEET Address 7 //,uu/S0E- 9.7- /'�- t Q 7 ` j / Date Heated Square Footage YO @ $ -3Trper sq ft = $ Garage/Shed -@ $ per sq ft = $ 5,,(� f.;41 Carport/Porch � 9 @ $ per sq ft = $ '77 Deck @ $ per sq ft = $ . Patio 6_@ $ per sq ft = $ -30- O TOTAL VALUATION: $ SCr l 52 / 52 " " ,c) ,,5,U Total Valuation 1st $_6C, �� <!�') Z Remaining Value $y. per thousand or portion thereof TOTAL BUILDING FEE S ° + 1/2 Filing Fee . $ 777 (� ) Fireplaces @ $15 .00 $ 5,C�C� BUILDING PERMIT FEE $ -7 BUILDING PERMIT $ WATER CONNECTION $ 4S0.00 SEWER CONNECTION $ 1--2 _S�� 0z) WATER METER/TAP $ Ls-.Oa CAPITAL IMPROVEMENT $ '? S';O o (/fie'-) RADON (HRS) .0095 $ -5 (jya.�4 RADON (CAB) . 0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ -© — OTHER $ GRAND TOTAL DUE $ ,-265 ) O 2 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp_ ; SwimmingPool Septic Tank._____,._ Well_ ; Sign____Fini.sh Floor Elevation S u r v e y._____.________.; Other__ E CALCULATIONS and/or N(7T �^ �-_�.__ CITY OF ATLANTIC BEACH, FLORIDA ' :r Aoarcv.dby APPLICATION FOR ELECTRICAL PERMIT .G4 TO THE CHIEF ELECTRICAL.INSPECTOR: DATE:, IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PIANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC LEACH ORDINANCES, j ;.: w ELECTRICAL FIRM; MASTER ELECTRICIAN SIGNaURE .tOIlRN YMAN .. If.e ✓le X oma. ./4 SL� !1 itJ�St cye •�/� FD BOX NAME ADDRE8Ss � R BLDG.SIZE BETWEEN: RES.( APT.( 1 COMM.( } PUBLIC( } INDUS.( I NEW(wll" OLD( 1 REW. ADDITION( 1 TRAILER ( } TEMP.( } SIGNS ( ? SO.FT. SERVICE: NEW( INCREASE( } REPAIR ( } ' FEE CONDUCTOR SIZE AMPS COPPER ALUM. MM OR BREAKER �� MPS PH 3w O VT 11ACEWAY ;• EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY PEEDERS NO. SIZE NO. ' SIZE NO. SIZE • ' t:�: r1. LIGHTING OUTLETS CONCEALED OPEN TOTAL �, r RECEPTACLES CONCEALED OPEN TOTAL t; f. 0.20 AMPB. a 1.100 AMPS. �... SWITCHES INCANDESCENT FLUORESCENT IA M.V. O.t00 AMPB. OVER t FIXED APP:.IANCE9 BELL TRANSF. l'' AIR H.P.RATING N.P.RATING p',C CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT; KW-HEAT 0.1 OVER r: MOTORS H.P. VOLTAGE pHs NO. 1II.P. VOLTAGE PHS wow-"-w-m--1 MISCEiL ANEOUS CITY OF Office of Building Official REQUEST FOR INSPECTION Date_. ` -'� —.._ Permit No, Time A,M. Received RM. ,lob Address Locality Owner's Name _.._ _____Contractor � CRETE ELECTRICAL PLUMBING MECHANICAL BUILDING �ON Framing 0 Footing �'7 Rough Wiring Rough ❑ Air Cond.& ❑ He Rooting faG^ -'Temp Pole _ Top Out —j Heating Insulation lintel Ci Final E Sewer ❑ Fire Place Fj Pre Fab READY FOR INSPECTION �� ;`.-`•� / Mon, Tues. Wed, Thurs. Friday PM A.M. Inspection Made Inspector Final Inspection 0 Certificate of Occupancy Ct Date CITY --O``F Office of Building Official REQUEST FOR INSPECTION Date—,157//— L Permit No. TimeA.M. Received c�ZP.M. j (56 Job d ess Locality Owner's Name Contractor UI{,Btl - CONCRETE ELECTRICAL PLUMBING MECHANICAL ra ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑` Slab ❑ Temp Pole ❑ Top Out 17, Heating Insulation \ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed` hurs. Friday P.M. Inspection Made ' Inspector mal Inspection Certificate of Occupancy Date �f CITY OF Office of Building Official V REQUEST FOR INSPECTION 6 7 t2,6- ? r 7 Fr !0706 Date j � — Permit No. / Time A.M. � Received Pf4 Job Ad ress Locality Owner's Name Contractor BIJiLDI CONCRETE PLUM, ECHA�• Fra pg .--—"� Footing ❑ ❑ � Re Rooting " , Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑1 Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Ved. Thurs. Friday P.M, d' A.M. Inspection Made ..__....----Rmeal Inspection ❑ inspector . ,._ /// Certificate of Occupancy❑ Date TRANSMITTAL DOCUMENT FOR JE,A Tate following permits have passed "rough" inspection: Permit No. Address ' ' 1 __-----------_ Enclosed are our (blue) copies of the permits. Please update your records accordingly. Thank you, Fat-JILDING CLURK CITY OF A`PLANTIC BEIACH /vcb �x. 1 4,$ 6706 pAR pEmuir OF 9UIuDING CITY OFATL ANTIC BEACH r.r+die iM EMIT �Fi #� M'wy.wr rh Min:w +r rrt r.w r.:M w*Tw 'LO A ON�'I NFO•M-i ION --------- rfi't. Dumber: 6706 Address ,. 1-480,11,LPe 21~II��ILE DRIVE, P r i t `' e: MECkIAII I CAL AT ISE kcH FLORIDA 32233; C1as of, Work. NEW � ��.���..�.�.� LOU DiCQC IPTION .....��� 'cStr . `Type. WOOD 'RAX Lot . B10 k� � tion. :Proposed U e',t SINOLE',F`AMI L ' . Towr�Ship:'- 12NG t O Code: D t�bd v i,on SELVA LTR ITE _gstjmated Value: I CI Ir ars . C ► t ; 5t? a 44 4 � APPLICATION FEU - " $47 .00 f Address DRIVE. � A tPAt € Cf F E 7. A 0 .00 Ph e a � a RADON GAS-R.R,S. $0,100 s RADON GAS � � �� $0,00 w C TR R P"AIR,�T T 4 REAT �.�:� ,_ . ------ - ame,*, w�..a - : . � NATER- TAP , Ae 3 5149-f . BEM ROAD ,8L*E TAP t3.00 LLE, L' 321; 7 HYDRAOL 1,C SHARE a 00 Type 0 RE Ins-prqv FEIN SirO N � mnrr�wixay*w . '7 - OTHER ,NQTE5,. }R k NOTICE—ALL CONCRET—FORMS/k14 FOOTINGS MU BE.iN81PECTE0 BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE SUIS I3[NG.MATERIiAL,RUBBISH AND DEBRIS FROM THIS WORK MUST.NOT.BE PLACED IN PUBLIC,SPACE,AND MUST BE ; ,CLE,A TED l "P AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER IRE T© COMPLY WITH "THE lI�ECHAl��CS . . � W CAN REsuLT MN f tRTY+C VVhIER Tt PAYING TWICE CE 8U1 ,.DNta%;11 P i4 1lJIE ITS." ABSUED-ACCOROING TO APPRC VEL: PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT t2 REV 3Iy TIt N i?F'APPLICABC E PR0IIIBMini JQNS OF LAW, VIII all ; fiLAPITIG BEJkOtf SIr111y11t t�EP4RTN1Et�1T 1 5 F BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 / APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II• III, and IV. (' 1480 LINKSIDE DRIVE LOCATION Street Address: OF Intersecting stroats: Between SEMINOLE ROAD And ATLANTIC BLVD. BUILDING Subdivision SELVA LINKSIDE, LOT 159 11. IDENTIFICATION --- To be completed by all applicants In consideration of permit givon for doing the wort as described in the above statement we hereby agree to pe•fc­n said woe. with the attecllid plans and specifi'cet;ons which are o pert hereof and in accordance with the City of JaclsonvTo ordinar•ces a-o t e^e os of good practice listed therein. Name of Mechanical Contractors Contractor (print) MANDARIN HEATING AND AIR Master CACA1 2623 Name of hooerty Owner CENTEX HOMES 3 Si¢atun of Owner signature of w A=O izsd Agent Architect or Engineer IBJ. fiH 1PLAL INFORMATION A. Typa-of boating fool: e• IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE I— YES ❑ Gnu—❑ V ❑ Natural ❑ Control Utility ❑ IF YES, GIVE NUMBER OF CONSTRUCTION OS PERMIT 6594 Q 0#11" — Spaciy IV. MICN/WICAL SQUWMWT TO U INSTA4 W NATURE OF WORK (Poo ids eamplote W of coe+portents an back of this font) Residential or ( ) Commercial Pleat ❑ Spas ❑ Recosaod 'S, Gnfral O Flow New Building G� Air Conditioning: ❑ Room SL_Control ❑ Existing Building Ek prof Sym,; M&%ria R(')ART) _ Thick 1 '—� ❑ Replacement of existing system I+tasimem capacity 1000 Gf.m. M New Installation(No system previously installed) ❑ Rafrignnttiea ❑ Extension or add-on to existing system C7 Other — Specify C3CeeIMO teerar: Capacity Q,p,m, —' ❑ Fire sonklon: Number of beef ❑ Bowlw ❑ Manfift ❑ Escalate r. (euntbar) THIS SPACE FOR OFFICE USE ONLY ❑ GosoFiae pumps,_ (member) IRasdved) Q (number) Remarks O LPG cental Ieumber) 13 Un&W prmure w+sot ❑ biieA Permit /Approved by Do ❑ Other — specify Permit Fee IJ8T ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION F.QULPMENT r Number Vatter Daecrlptlgt U0441 Numberataalulactures Capacity A rwvtne CO D �" Acr 10. 0 3 DEPART114E141;41R BU1L0114 CITY 4F;ATLANTIC,EILACN PERMIT, NPORMA = , LICATxQfTF4RA' IC?PT -_ t � u i'sr t dd esu 48 NKS l E DRIVE, rm . `a PLUM INC ATL LIC EACH'l FLORIDA 32233 c Fr , " NEW .. _� � .. ~ . fo LEGAL DESCRIPTION tpAstic . tyjp�,e: WOOD FRAME Lot : Pro.po� d Voe: SINGLE, FAXIL �Y Toumphip RN(): -' o eIlings l Cid , 0 SUbdiviti' EDTA: LINKSIDE .i1tb~Q _, $57 ,00 all 71: �qftW) Pool " PERMIT "Ad r L E' DRIVE �1p � ,WA j4PAaCl �E � � � o�Ob Pit �4 � ' `2; � 5 �� ���'�� ,• t ATER, METER E RA + NCR ' T RAIri` C3AB5 o « 0 c1 ss '4029T�IRC BI:'k�L. SEWER, fiAp " I '44E, FLA� 10 HY RAUL C SHARE �. Q,w�00 TYPE: R IN I ECT 'E, �� #� �" • � a, k•� r� . �. �, Cpm � � D� �" i OTHERw NOTES., NQ'ftCE�-ALL CONCRE` 9 i ostAsAND FOOTINGS,MUST B`E 141SPECT90 SE RE POUI%I"G , PERM'I t VOID SIX MONTHS AFTER DATE.C►F"ISSUE BUILDING MATERIAL,RUBf.3'ISH AND DE'8'Rt3"EFIQM THIS WQFK MUST Nt7T$E PLACED IN�'UBLIC SPACE,AND MUST BE I*AF ED UP AND KAULED"AWAY 3 EITEl1=1�CONTRACTOR OR OWNER, cFA�1LUAE TO CE31�1P1*Y 1 "1• THE MECHl�1 1 $ L#EN 1.AW CAN RESULT 1N PER C FNER: IaAYl T t10E �C R SUIL NG'I ItR 9 1 ENTS. Q ACCf)flDINQ TO APPFtCtVED PIANS WHICH ARE PART E3F"T.Wi(S PERMIT AND. GT Tb FMltiTltBfpR *app NO APPOCABLE PflOVISIONS<1F LAW. >i57.00" IPfi#IIS;'485493.Ot� ATS ANTIC stA64 BUILDI�d�DEPAP, EN " CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /wz------ Z ------- --- --------------- - --------------- J -- PLUMBING CONTRACTOR :_ DONHARRIS�,.tI�I%ZC---------------------------------- LICENSE NUMBERS: C F C 0 19 .19 4 ------------------------------------------------- ------ -- OWNER: ---------------- 7z, 9------ -------- -n--------------------- BUILDING CONTRACTOR: _ / i�`�� - -- -- ---- ------------------------------------- TYPE OF BUILDING: ------ ---------- fir --------------------------------- ___ ____SItiKS __________SHQWERS J_ LAVATORY _____ WATER HEATERS ___ . _ BATH TUBS ______ __DISHWASHERS _ r URINALS ------ LDISPOSALS ---------- CLOSETS _____//° __-_WASHING MACHINE FLOOR DRAINS __________OTHER _1_2__TOTAL FIXTURE COUNT �) -� ------------------------------------------------------------- INSTALLATION ________________________ _-__------------____-_-_------- INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:j,, CITY OF 4&4w4c Beaz4-I" Office of Building Official /! REQUEST FOR INSPECTION Date Permit No. Time _ l� Received —P 1 Job Address t Locality Owner's e`—,i :'J e jj ? Name � 4— Contractor BUILDING CONCRETE ELECTRICAL P BING MECHANICAL Framing E Footing ❑ Rough Wiring .TRQugb.---`')< Air Cond.& 0 Re Roofing D Slab C Temp Pole ❑ Top Out C Heating Insulation ❑ Lintel Final Ci Sewer CFire Place Ci Pre Fab READY FOR INSPECTION — - �~`" A.M. Mon. Tues. Wed. ' j Friday --P.M. inspection Ispector_ Final Inspection ❑ Certificate of Occupancy Date Ilk Ter-7-fiffirate of Orrugunru Titu of .Atlantic t* -- Nodba Departatent of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification 53 T1 le Fami1v Residence Bldg. Permit No. 6594 GroupType Construction S—Lf— Fire District Atlantic Beach Owner of Building Centex Renal Estate Address 6620 Southpoint Drive 8ui1 Address t2 "iv@Locality At c'iiltiC $Sr3Cl1, jFI 3233 LKBy: DON C,..7 FORD 'Building Off ici l `" _ Date: Q 1 POST IN A CONSPICUOUS PLACE » p NJ 2 H i IV 594, C1'TY!7F ATLANTIC �,�;� , p "" Sma }W IMA INFORM t 'N uml+er 5594 Addze 148£ LINKSIIIE L1R � `rte P rmit "hype: BUILDING. Of � qr O A ? SC v stra Lot, �. (. � �ec�ic►�.� rO �a + d 1Se: SI LE: >`AMILy # #` �i,i + 01. ` i ngs 1 ode: Subdiv s�fow. LN LI SIA';:� stiimated Value: ;a56152xpC? Improve. Cost; ? To S2I *A2 Ainurit , 2 ,51 .t�2 EWI irk Tie . SI�i3LE FAMI a, * ANA- to" rigs too 0*kk ` A'l" �1 _ d e . � yyy�: .C1I T�{ yRIIV SO �TH� ��_ Ilr PAIL � FEE . A� . L1L C�+1'Wi3"y "'dr' t�'1�iDON G S..m-R.S. ''$13 . 32 RADON GAS $0 .70y FORMATWN Name: ENT _ �L ES A � �� Mti��,w HI,_,m. 6�1�� tw-UP,: k.. ..-DRI-VE S�E� TAP $I) .00 J R LLE, FL 32216 HYDRAULIC, 'SHARE � , 00 Li +e«.'' n 3,, 44 Type: 54 � R t=�P4S' ECT � �fl r�,«+�AaaeA'*aLiM >x a7a. BrFrka q� Am OT E& NOTICE}-ALL CONCRETE FORMS AND FOOTING$MUST 8E 1N$P'ECTEQ OfFORE POURIOG PERMIT ' b SIX MONTHS AFTER DATE OF ISSUE BUt ESiNG NIATER4+AL,RUBBISH.'ANCS C3E13R15,FROM THIS WORK MUST NOT gE PtAGEE3 tai PUBLIC SPACE,AND MUST BE CLEARED UP AND H1#Ut-ECS AWAY ' 'Y,EIT#�1)*R:CONTI ACTOf QFi`C�1AI tE1 ' COMPLY,:Y WITH VOCHANIcs! � w CAN�+ F +�.uc.�i HE PRO RT TW IS3UEC3 ACGORDINQ TOAPPROVED-PLANS WHICH ARE PART ASF THISFEftMMiT AND SUBJTO F#EVtw� I,f)L4't1Clt-O APP4.tGABLE FRL!tSlt}I�IS t71✓LAW. T1C BEACH BUILDING DEPARTMENT r, FLA. 1467 LAWS 1'1 ........... _...., FS 71L17 Alatter Ulf 1V1.T1aaxx M' rnrrmrnt U'RCPARC IN PUPLICATCI To fullom it mug roxtrenz: The undersigned hereby informs all concerned that Improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICEOF COMMENCEMENT. LC Description of property.......':-�`. ...............�.....`.......... .J ...........�......:......5.``'`'......S4:................................... According to p.lat thereof recorded in plat book, pages of the current public records of Duval County Fla. ................................................................................................................................................................................................................................................ General description of improvements..•••..•..••...Construction of Single Family Residence .... ............................................................................................................... witkt....g .x g.e.....on concrete...slabl.......................................................................................................................... .................... ..... RETURN TO: , 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 ................................................................................................................................................................................................................................................ Owner........CENTEX....REAL...ESTT ....GQRPORATION............................................................................................................. 6620 SOUTHPOINT DRIVE #400 JX. FL. 32216 Address........................................................................................................................ ................»..».....»....................................................._............. Owner's interest in site of the improvement.............FEE.. SIMPLE...................................................r.................................... Fee Simple Title holder (if other than owner) Name..................................................................................................................................................._............................................................................... Address.............................................................................................................................................................................................................................. Contractor.........S1..ME..`�`''.....OWNER................................................................................................................................................................ Address......................................................................................................................................................................................................»........»... ...... Surety (if any)..........................................................................................................................................................................».................................... Address.......................................................................................................................................................Amount of bond S.....................:...:.... Name of person within the State of Florida designated by owner upon whom notices or other documents may be serve Name ......................11.°Z :... ...................... ...» .. .....................,.......»......................................... Addres's:.. ........ T?..l. ........`.+.,.7..�........S................... .. ......». _.....�.a ..�.. ......... ............................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes, (Fill in at Owner's option). Name.......................................... ............................................................. ».... .......................... Address............................................................................................................ ........... . . .. .. .... ... THIS SPACE FOR RECORDER'S USE ONLY I �.. .'ROPERTY DESCRIPTION D � � !T Y OF .at *-\g)_q__Block .........Section MAR 111993 716 OCEAN BOU EVAR11 �� ___ P.O.BOX 25 ATLANTIC BEACH.FLnRTDA..°. Building an Zoning 2231 iubdlvision s ��� TELEPHONE(�J4120 2.:9. �� �\ CX�9�. atrtzet )tam) DESCRIPTION OF WORK )r Address:__ 'Jv_L\O�S If in a FLOOD HAZARD 3903 -17L) 'loos Zone:..............area complete page 3. Brief QCLA GL's Class of Works tNev/Remodel/Addition) :01IING INFORMATION Type of • Constructionix_ �_ __41-_ :on i ng Proposed (}�®{p,•rV tistricts OL __Uset_____- ------ Estimated Value •------ U�__________ .xceptions or ��� ? Materials arionces tiranteds---� ------------------ Solid or -�•,_- Filled ------------------------------------ Grounds-------------Roots----------- OWNER INFORMATION bethod of Neatings �_ __ Property Ovners_ _______________ Phones__�• „__ l_ Mailing _ ---- CONTRACTOR INFORMATION Contractors--- - ----------------------------- Phones-------------- Nailing Addreqrss------------------------------------------------ ----Q----------------�------ Zips ----------- ---------- c Ci ! 1 Expiration License Numbers__- Dues-------------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SANE TO CC TO-JE ti AND CORRECT. ALL MMVISJOMS OF THE LAWS ANO ORDINANCES GOVERNIMO THIS TYPE OF ;ORP. vllL e[ COMPLIED WITH, WHETHER SPECIFIED NCREI NOT. THE GRANTING OF A PERMIT ODES NOT 1►E:'J•f T� x--y p GIVE AUTHORITY To VIOLATS OR CANCE TM PROVISIONS; OF ANY FEDERAL. STATIC OR LOCAL rt;L:�i �a• •�• REGULATIONS, ORDINANCE!. OA LAWS IN Y N NCR, CLUDIHO THE GOVERNING OF CONSTRUCTION O� `S- PERFORMANCE OF CONSTRUCTION OF TME OIEC I 1 ERSTAI -TSSUANCC OF THIS PERMIT I: COMTJNOEHT UPON TIM ABOVE INFDNMAT OM BEI TRU RRECT AND THAT THE PLANS AND SU►PORfIRO DATA HAVE BEEN OR SMALL NE PROVI ASi RE Ovner Signature ---- Date--------- V".. •' t, t 'NControctor Signature CTTY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee i 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. i BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND --T WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / 'L OWATER 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) t—P OT, SCULLERY SINK (4) DISHWASHER (2) " ASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) I 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) y LAVATORY, SURGEONS (2) TJACUZZI (2) V URINAL STALL, WASHOUT (4) 1 TOTAL FIXTURE UNITS_ �@ $20.00 EACH $ JOB INFORMATION r .. , .. r .,_UA, a v .. sq , f 7 Tin 00 _ 1 .. .7 - �.... U r / . r w , r , _ r r v, A _ _.Rl3 I � e } ' ., -, , . ,_ ,.. ..� .. i �., ,, �. ,� _ .- . . �. , . - � , ._ � , , , � '"' .„ - � ,- �- i,, .. - _ � �, � r _ _. r. , r 3 � , , i , �. r. � � _ _ . ... _ _. _. �. .: r.� ,..: ;. � --: 1..., .. ... ... � ,.... .. ,.. ... - .., .. .. .,,. � .. -fi r, ... .. .. i�, .. .'..,� � i 1 �•_.,, t .. � i :.. ,_.,., i .. _. _. .. _. ,- ,i _�-- ..r �,. -,- �� ,: ��,..� ...,. ,. ... .. .......... - s ., i� ... .. .. ,, i -. ... ' _ � � - _ � � � rt ��. _. > :. , ,_ � , � � r ,. r . !' ';;. Y t t �,T USS SPECIFICATIONS l V Zti- FOR Centex 3703 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 2114-23. DRAWING NUMBER DATE 15859 1010 3-24-1993 15859 2010 3-24-1993 15859 W10 3-24-1993 15859 4010 3-24-1993 15859 5010 3-24-1993 15859 6010 3-24-1993 15859 7010 4-1993 15859 80103-24-1993 15859 9010 3-24-1993 15859 10010 3-24-1993 11e�,N1,/11111111//h�� 4 APR 61993 "'4�-�1� „1„11,''•x•1,1 Building and Zoning i r 1) LUMBER SMALL BE OF THE SPECIFIED MIMIMIW GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) Op' INDICATES LATERAL BRACING MEMBER (IX4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6' (MINI PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED el TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED /0' O.C. IMAX). TEMPORARY BRACING SHOULD BE DOZE IN ACCOPOAMCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION Or THE NA- Di RECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AHD ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE MATIONN. 7) V-2000 APPROVAL M/MERS: UBC 2342. FIM TOO,2014. SBCC III ALL COMPRESSION CM(W MEMBERS ASSUMED TO BE CONTINUDUSLVI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL CONNECTED ATE COECTEO WOOD TRUSSES A 2) THIS DESIGN IS BASED OR CLARY CONNECTOR PLATES ONLY. 81 TRIS TPUSS NAS BEEN DESIGNED FOR THE LOADING SHOW WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 18' O.C. DUALITY STAHDAfOS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR RATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAR TRUSSES OF ERECTION OF TRUSSES. SEE MI0-91 FOR RECOMMENDATIONS LENGTH- -CONFIGURATIONAND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-10-7 5-3-15 5-5-11 5-5-11 5-3-15 2-6-7 1-5-14 74 PLF max Height 8-8-3 12 1<16 L 405# 400# � 400# 12 4030 -B0# 6 p y,FPj 3t� 83# n 206► Mo61# 165# 163# 132# 480 on 13640 13610 1 ' 13.5154% (3.5154% Td 1i I etY444 r 3x4 3X4 3x6 5x6 3x4 20 PLF 8-6-5 8-1-10 8-1-10 5-2-6 1-4-0 BUILDING TYPE: Enclosed Residential 30-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 sph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: At.,'7 it AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: i Maximum deflection occurred at bottom joint g2. Maximum Live Load Deflection of .122' (2/16). Index-.122. (L/2951) Maximum Total Load Deflection of .191' (3/16). Index-.127, (L/1885) "'0STUB COMMONS DWG. # CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: 30 I ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3703A DATE: 24 mar 1993 GRAND PRAIRIE. Tx 75051 7'1 OL TC 7 2X4 #2 N SP I j (214) 660-3940 1E85 LAYOUT TO: OF O L LL 8C 0 322 33 DL BC 10 2X4 e3 SP ADDRESS: SCALE: 33. MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LINER SHALL K OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL IE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY fit .01G" INDICATES LATERAL BRACING MERGER If"MIN.) SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8' )MIN) PLYWf100 SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND 16 Df HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED 70 OCCUR (MIN) DRYWALL OR PACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD K DONE 1N ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT 7P1 BRACING AND ERECTION PUBLICATIONS. TIOMAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUNKPS: U&C 2342. FHA TCD 2014. SOM 11) ALL COMPRESSION CHORD!EMBERS ASSUMED TO BE CONTIMJDUSLYI9 TRIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOUCTS ASSOCIATION. 7201, BOCA FILE 06-125 BRACED BY EITHER 3/e' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE COMECTEO WOOD TRUSSES AMA 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS KEN DESIGNED FOR THE LOADING SHOW IRINA DRYWALL OR BRACING MEMBERS SPACED A7 16' D.C. DUALITY STANDARDS FOR TAUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM 04AX1. UNLESS NOTED OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY K CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOiD BE TAKEN DURING SNIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® ERECTION OF TRUSSES. SEE MIO-9/ FOR RECOMENDATIONS. SIZE CALL QUIT IS THE OTRECTION OF THE PLATE LENGTH. --IMNTICAL LO -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING) MISSES IS RESPONSIBILITY OF FABRICATOR. 4-1-14 } 4-0-2 4 6-7-2 N 6-2-14 I2 02 02 Max /Night 7-e-3 74 PLF 12 5X5 Q 6 12 3920 6 2910 4648 qj*A 1430 m 3xi 2zor M N 770 146• 1250 590 T 950/ 9611 13.5130% 13.5138% m �I n m 20 PLF n 6x8 3W1 4x4 N BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph a-z-o a-7-2 a-z-14 MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area 21-0-0_ UPLIFT CONNECTION REQUIRED: SLI Z # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom )flint 03. Maximum Live Load Deflection of .035' (1/15), Index-.049. (L/7200) Maximum Total Load Deflection of .054' (1/16). Index-.051, (L/4667) i CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBER TRUSS: 21'0' STUB VAULTS DING.GS�J�1 ALPINE ENGINEERED PRODUCTS Inc V_,2000 2-0-0 LL TC 30 2X4 02 SP ENG. FOit TRUE TRUSS INC. - 1801 S. GSM PKI4Y. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75051 7.1 DL TC 7 2X4 #2 N SP LAYOUT IO: �f a �_ ,( _� (214) 660-3940 L LL SC 0 ,(�VIt 244 OL BC f0 NESS 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1I 4 N a 11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM URADE9, SI CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 191 A- INDICATES LATERAL SPACING MEMBER (1X4 Wiwi SPECIES. AND 195 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE.JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATMIND. 1/2' 14 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF"16"E"ALLOWABLE STRESS VALUES. ALL VALUES USED M Top CHORD SPLICES ARE MOT RECOMMENDED TO OCCUR (MIN) DRYWALL ON SPACING MENDERS SPACED 10' O.C. IMCO AX). TEMPORARY SPACING SHOULD BE DOME IN ACPOANCE WIT" FOR DESIGN APE BASED ON THE LATEST COITION OF THE NA_ DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS NIKISMED NY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: LBC 2342. FNA TC5 2014. MCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYIG) THIS DESIGN COMFOMS 70 CURRENT TPI DESIGN VECTFiCA- FOREST PMOUCTS ASSOCIATION. 7251, BOCA FILE 96-125 GRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED MOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS MAS MEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MENDERS SPACED AT 16' o.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM OMAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE DR71ENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE NIS-91 FOR RECOMMENDATIONSSIZE CAI- OUT 19 THE DIRECTION OF THE TION, . -CONFtGLqATIW4 AMD LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .299' 2-0-0 RUN 3-7-0 4-6-8 4-3-0 4-3-0 4-3-12 7-0-4 1-5-14 02DS 02 02 02 G2 02 Max Height 8-8-3 74 PLF 12 v6 12 8 � m 11:40 416 In Tl N IQI 1519# 1402* :1 7xB N4 (3.5)51% (3.5155% 302 9x1z 4x4 7x5 5x8 ­3 3.59 4 C�_ 20 PLF 12 12 N 3-0-0 3-7-8 8-0-0 6-4-8 8-4-0 2-0-0 02 02 02 02 02 1-4-0 2x4 2X4 2x4 BUILDING TYPE: Enclosed Residential 30-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 aph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: _ ati AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 16.67' from the left and of Potton panel 02. Maximum PPL1ve Load Deflection of .375' (6/16). Index-.377. (L/955) Maximum PPTotal Load Deflection of .588' (9/15). Index-.394. (L/609) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30*0' STUB CATHS DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC2X4 /1 SP ENG. FOR: TRUE TRUSS INC. - 615 tool S. GSN PKWY. 30 SC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75051 7'1 DL TC 7 2X6 02 SP Z OF /O (214) 660-3940 L LL SC O WEBS LAYOUT IO: 830 OL BC f0 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 7OTAL 47 EXCEPT AS MAY BE NOTED 1/8 tl f I RINGER SHALL E OF THE 3PELli lEO MIN[III1M MWRAOES. SI CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 191 INDICATES LATERAL BRACINi MEMBER (1X4 MIN.) SPECIES. AND 1B%MAXIMUM MOtSTI1NE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EiTFER 3/B` ININi PLYWOOD SHEATHING.NO. 1/2' 14) INSTALLATION AHO ERECTION OF THE TRUSS. PERMANENT, AND IS OF MIGNER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) Top CHROPD SPLICES APE NOT PECONRENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10• O.C. IMAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOA(ESIGH ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CnONO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUHBERS; UBC 2342• FMA TCB 2014. S9CC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYIB) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOLA FILE 96-125 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAM. UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IM ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS$LOTS) WITH THIS DEStON 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLINO CAPE 914OLLO SE TAKEN GRIND 9HIPPtNO ANOD BY LENGTH TALONS$LOTS) AND TNS ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN 1PUSSE9 OF ERECTION OF TA SSE9 BEE MIB-9/ FOR RECOMMENDATIONS THE PLATE i ENGTH_ -CONFI"ATION 00 LOADING SPECIFIED BY FAaAICATOA -ADDITIONAL PLATING FOA HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT TINDER TOTAL LOAD - .229' 2-0-0 RUTH 3-7-8 4-3-9 4-3-9 4-5-5 6-0-0 1-5-14 12 02 02 /2 12 Max Height 8-8-3 12 74 PLF Q 6 5X5 238# 2B90 323# +A 318E 2080 282# PN 12 ry 123# 6 V Sar 130# 860 400 33# 57# 370 N1132# 11320 0 13.51441 13.5144% H 3x6 011 7x10 3x8 I o 3x4 5x5 20 PLF 3x6 d 3.39 6 r-, PI 12 12 N 3-7-8 6-8-6 6-7-2 2-0-0 2-0-0 4-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) 1-4-0 WIND SPEED: 110 no 24-8-0 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 74 1 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Oeflection of .396' (6/16). Index-.481. (L/747) Maximum Total Load Deflection of .62' (10/16), Index-.503, (L/477) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TRUSS: 24'8" STUB VAULTS OWG. 4 ALPINE ENGINEERED PRODUCTS Inc TC LUMBER 1B0f S. GSM PKWY, V�OOO 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOit TRUE TRUSS INC. - I�rj GRAD PRAIRIE. TX 75031 7•1 OL TC 7 SC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 1214) 660-3940 L LL SC 0 2X4 R►2 N SP pp/O - LAYOUT ID: 616 OL BC 10 MESS 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1( flk, 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY /3) 0' INDICATES LATERAL GRACING MEMBER (1x4 MIN.) SPECIES, AND 195 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/9" (NIM PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AID IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED a) Top CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (HIM) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C. (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE MYTH FOR DESIGN ANE BASED On THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIOIAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 Y-2000 APPROVAL NUMBERS. UBC 2342, FHA TCB 2014, 39CC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMIDUSLYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, 6HE BOCA FILE/ 125 BRACED BY EITHER 3/9' (MIN.1 PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CMAWCTOR RATES O4.Y. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0— DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT MIDTH ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE 910"BE TAKEN DURING SHIPPING AMC BY LENGTH TALONS SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MI0-91 FOR RECOMMENDATIONSSIZE CALC OUT 12 THE DIRECT1 M_ . -C ATION AND LOADING SPECIFIED BY FASAICATOA -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIDIL1TY OF FABRICATOR. RUN : 5-0-0 H 5-0-0 (RUN 1-5-14 1-5-14 Max Height 5-6-3 74 PLF 12 12 a a 363# 5x5 4, 167# 1671 y �yA 44 M O 130 SIG 81# 130 143# 443# 13.5117% 13.51175 20 PLF 3x4 /n on 3x4 M N ry BUILDING TYPE: Enclosed Residential 1-7-8 5-9-0 1-7-6 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph 1-4-0 1-4-0 MEAN ROOF HEIGHT: 13' 10-0-o TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 4 S 3 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: i Maximum deflection occurred at bottom joint M3. Maximum Live Load Deflection of 0' (0/15), Index-.007, (L/60000) Maximum Total Load Deflection of 0' (0/16), Index-.006, (L/0) s CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSP) TC LUMBERTRUSS: 10'0' STUB GABLE ow. ALPINE ENGINEEREO PRODUCTS Inc V,�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC. - ( 1e01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75051 7'1 DL TC 7 2X4 f2 N SP /^I (214) 660-3940 L LL BC 0 WEBS LAYOUT TO: _50F/0/t/ 152 OL ac 10 2x4 03 SP ADDRESS:33.33 SC L : MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 COMECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 010' INDICATES LATERAL BRACING MEMBER (1X4 MINA SPECIES. AND 190 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' IMINI PLYWOOD SHEATHINO. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANT MIT" FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CU1%PEN7 TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDAPOS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FNA TCB 2014. SBCC 11) ALL COMPRESSION C"ORO MEMBERS ASSUMED TO BE CONTINUOUSLY19) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7231. BOCA FILE 06-IZS BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOP METAL RID ATE CONNECTED WOOD TRUSSES A 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN 011N.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUPING SHIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE D THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE"I9-91 FOR RECOMMENDATIONSSt?F CALL OUT Is THE DIRECTION OF THE PLATE LENGTH- -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 8-0-6 7-7-f0 5-8-0 5-0-0 RUN 1-5-14 d2 02 /2 1-5-14 74 PLF Max Height 8-2-3 12 Q 6 5X5 12 6v 3 n �A M N m 5 3480 10980 13230 (3.5113% 0 14I 3x4 ,;, (3.5143% 13.5)47% 3W4 N 5x6 N 20 PLF 6-0-6 7-7-10 5-8-0 6-0-0 BUILDING TYPE: Enclosed Residential 1-4-0 27-4-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ( 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 45.73' from the left and of bottom panel /i. Maximus( PPLive Load Deflection of .iii' (2/16). Index-.157, (L/2291) Maximum PPTotal Load Deflection of .174' (3/16), Index-.164, (L/1461) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 27'4' SPEC DWG. e ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 /1 SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75031 7'i DL TC 7 2X4 •2 N SP OF (214) 660-3940 L LL BC 0 LAYOUT I0: j 242 DL BC 10 X85 2X4 13 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 SCALE: EXCEPT AS MAY BE NOTED 1/EI 1) LUMBER SHALL BE OF TIME SPECIFIED MINIMUM BRAOES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 -10;� INDICATES LATERAL BRAC IN9 MEMBER (1X3 MIN.) SPECIES. AND 19.t MAXIMM MOISTURE CONTENT OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION DF THE TRUSS. PERMANENT. AND IS OF NI6HIEJi ALLOWABLE STRESS VALUES- ALL VALUES USED BI TOP CHMORD SPLICES ARE NOT RECOIMENOEO TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED SO' D.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DES1ON ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 y-2000 APPROVAL NUMBERS: UBC 2342. FNA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECUFICA- FOREST PRODUCTS ASSOCIATION. 7251, SOCA FILE 66-125 SPACED BY EITHER 3/8' MIN.) PLYMOOD SHEATHING. 1/2' TION5 FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 INIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. SI THIS TRUSS HAS SEEN DESIGNED FOR THE LOAOIMG SHOW MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. QUALITY STANIOAADS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE, 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTORPLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING ANO BY LENGTH (ALONG SLOTS) AND TIME ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF1 THE 01 CT19M OF THE PLATE LENGTH- ING AND CONFIGURATION. ERECTION OF TRUSSES. SEE MIB-91 FOR RECOMMENDATIONS -CONFIGURATION AMOFLOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR NAND-ING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-7-4 5-0-12 5-0-12 5-7-4 AM 1-5-14 1-5-14 Max IN1ent 5-8-3 74 PLF 12 Q 8 3751 5x5 1 12 3840 3840 6 4 y Nn ry'" 1970 � y 197# i h 690 1380 1381 69/ t 9750 9750 q [3.5138% 13.5138% :I -TVIIn !x4 5x8 3x4 3x4 20 PLF 7-3-8 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 21-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: &3 9 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .071' (1/16). Index-.101, (L/36061 Maximum Total Load Deflection of .112' (2/16), Index-.105, (L/2286) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4' COMMONS OWG. 0 ALPINE ENGINEERED PROOUCTS Inc Y�000 2-0-0 LL TC 2X4 /2 N SP ENG. FOf� TRUE TRUSS INC. 1801 S. SSW PKWY. 30 SC LUMBER 2X4 /2 N SP ' GRAND PRAIRIE, Tx 75051 7.1 OL TC 7 PROJECT: CENTEX 3703A DATE: 24 Mar 1993 51361 (214) 860-3940 : L LL BC 0 WEBS LAYOUT IO: �(O 188 OL BC 10 2X4 /3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1 EXCEPT AS MAY BE NOTEDSCALE:. 3/16 ('I�� - 1+ !) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOU5LV 13) J*' INDICATES LATERAL WAGING MEMBER (I X4 MIN.) SPECIES, AND 19%MAXIMW MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6' (MIN) PLYWOOD SHEATHING. 1/2- 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIDER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE NOT PECOMINDED TO 0=0 (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY GRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPC GRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NU KERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION C1ORO MEMBERS ASSUMED TO BE COMTINUXMYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-125 BRACED BY EI7HER 3/8- (MIN.) PLYWOOD SHEATHING. 1/2- TIONS FDR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OILY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SGB/ (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM 01AX1. UNLESS NOTED OTHERWISE. 18) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDIN )ACAOSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEAAIMG LOCATION. 17) SPECIAL HUMMING CARE SHOULD BE TAKEN"INi SHIPPING AND BAND Y LENGTH (ALONG SLOTS) ATHE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-9I FOR RECOMMENDATIONS LSAU_WL1S_THE DIRECTION OF THE PI ATE A F OADING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .092' 1-0-0 RUN 1 5-4-0 i -0-0 5-4-0 i RUN 1-5-14 1-5-14 74 PLF Max Height 3-6-3 12 6 740 12 2240 y 2240 6 1n 5X5 y y x x N N 1870 fB70 UPip1 y 700 700 y ^H 500 500 7X5NN'I 5680 5680 �I 7x5 I= :, (3.5122% 13.5122% Q 3 3 C=, 3x4 3X4 12 12 20 PLF 5-4-0 2-0-0 5-4-0 1-4-0 12-e-0 1-4-0 BUILDING TYPE: Enclosed Residential ! ' CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 sph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area /, Q UPLIFT CONNECTION REQUIRED: `7�y ak AT EACH SUPPORT. NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint I2. Maximum Live Load Deflection of .087' (1/15). Index-.207, (L/1747) Maximum Total Load Deflection of .137' (2/16). Index-.216, (L/1109) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 12'8' TRAYS D�� ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 2X4 12 N SP ENG. FOR TRUE TRUSS INC. - DVV 1801 S. GSM PKWY. LL TC 30 GRAND PRAIRIE. Tx 75051 7.1 OL TC 7 SC LUMBER 2X1 Y2 N SP PROJECT: CENTEX 3703A DATE: 25 Mar 1993 (214) 650-3940 L LL BC 0 NESS LAYOUT ID: SOFJ 244 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 `•(� EXCEPT AS MAY BE NOTED 1/4 r � ,. I) UMBER 94ALL BE OF THE SPECIFIED MINIMUM GRADES, SI CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 09' INDICATES LATERAL BRACING MEMBER (MX4 MIN.) SPECIES. AID 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE,DINT. BRACED BY EITHER 3/6' (HIM) PLYWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (HIM) DRYWALL OR BRACING MEMBERS SPACED f0' O.C. (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2OG0 APPROVAL MEMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINIAUSLYt9t THIS DESIGN CONFORMS TO CURRENT TPI OESIGN SPECtFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOLA FILE 06-t2S BRACED BY EITHER 3/8• IMINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED W000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR TIE LOADING SHOWN WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a.t. ORALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE OUT 00 MODIFIED IN ANY MAV. 41 CONNECTORPLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HID-91 FOR RECOMMENDATIONS SIZE CALL OUT It THE DIRECTION OF T 1E PLATE LENGTH- AND COW19MATION. -CONFIGURATION AND L AO NG SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL. MOVEMENT UNDER TOTAL LOAD - .24' AUN 3-7-8 4-3-9 4-3-9 4-5-5 6-7-2 6-5-6 1-5-14 01 I2 02 02DS 1208 74 PLP Max 1leipht a-MI 12 d 6 4089 5X5 3231 4720 A 3181 12 6 v 344 2820 228# P) 123• Ha �l" 98/ 1300 132/ 128# 620 m N a 33# BZ 3�1 0 13700 1368/ H 13.5154% I w p 13.5)46% f 1T 1 MSB1 A 3M4 5W6 IN4 N A%12�3.59 20 PLF 12 3-7-8 6-5-6 6-7-2 6-7-2 6-5-6 1-4-0 02 HN2 #2 BUILDING TYPE: Enclosed Residential 29-6-9 CODE: Stallard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: SC S AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Maximum deflection occurred at bottom joint 12. Maximum Live Load Deflection of .475' (8/15). Index-.48, (L/751) Maximum Total Load Deflection of .744' (12/16). Index-.501, (L/479) RECOMMENDED CAMBER: .4' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 29' 8-1/2' STUB COMMONS ONG. 0 ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 2X4 H/1 Ds SP ENG. FOR: TRUE TRUSS INC. - RA S. GSM PALMY, 30 SC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 ' DRANO PRAIRIE, TX 75051 7.1 D1. TC 7 2X4 /1 SP 1214) 560-3940 : 5 LL SC 0 WEBS LAYOUT 10: OF 10 426 33, OL BC f0 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33SCALE: 193 h,S. TOTAL 47 EXCEPT AS MAY. BE NOTED 1/8 n(�, 11�LUMBER SMALL BE OF THE SPECIFIED MINIMUM SPAGES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO SE CONTINUOUSLY 131 Y INDICATES LATERAL BRACING MEMBECI (1X4 MIN.) SPECIES. AND 1a1 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. SPACED GV EITHER 3/9' MINI PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION US OF THE TRS. PERMANENT, AND 1S OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED e) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 04111 DRYWALL OR BRACING MEMEPS SPACED 10' D.C. IMAX). TEMPORARY SPACING SMtAO BE DON! IN ACCORDANCE Ntth FOM OESIGN AM BASED ON THE LATEST EDITION OP THE NA- DIRECTLY ABOVE A BOTTOM CHORD BPL ICE. URLs-NOTED OTHERWISE. CUPNENT TPI SPACING AND ERECTION PRNBIICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) Y-3000 APPROVAL NUWIERS: UBC 2342. FNA TCB 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO Be CONTIMUDUSLYIS) THIS DESIGN CONFORMS TO CURRENT TPI OESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, COCA FILE 86-125 SPACED BY EITHER 3/S' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOO TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR RATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 941N.) DRYWALL OR BRACING MEMBERS SPACED AT 16-P.C. QUALITY STANDARDS FDR TRUSSES. 3) CONNECTOR PLATES SIZES APE BASED ON AXIAL FORMS ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AMC) By LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE s) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPUSSES OF ERECTION OF TRUSSES. SEE MTB-91 FOR RECOMMENDATIONSSIZE CALL OUT I Ig"GTH -CbWIGUAATION AND LOADING SPECIFIED BY ABRICA OR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-9-1 4-10-9 5-0-5 5-6-0 Max Height 8-2-3 37 PLF 12 5X5 Q E 1920 2830 991 {6 � E'T8NN WARNING NW 86"NG STRE S CEEDED I SE BEARING AREA 12 10,11 a [_' y 19541 36991 35431 3719/ 19228 n 70020 76020 13.5)1031116.22SI) 13.511031116.2 D 715 PLF 1 3%to n 8X7 7x9 x BUILDING TYPE: Enclosed Residential `RM CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph 3-9-1 4-10-9 5-0-5 5-8-0 MEAN ROOF HEIGHT: 131 02Ds 02 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 3�Z 1F AT EACH SUPPORT. 21-4-0 NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i One Half of 30-0-0 Trusses supported by Bot Chord Maximum deflection Occurred at bottom joint 02. FASTEN EACH PLY TOGETHER WITH: 3 Members Required Maximum Live Load Deflection of .131' (2/15), Index-.i84, (L/1954) TOP 15d Nall: 12.0.0. Maximum Total Load Deflection of .205' (3/16). Index-.192. (L/1249) BOT 15d Nall s 4•D.C. WES 15d Nails 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. 00 NOT NAIL OR BOLT THADl1GF1 TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21.4' STUB GIRDER ONG. B ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC. - j5-959 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 / GRANO PRAIRIE. TX 75051 7.1 DL TC 7 2X6 t'1 N SP /(/ (214) 660-3940 L LL BC 0 WEBS LAYOUT I0: / 520 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 TRUSS SPECIFICATIONS FOR Centex 3703 A The numbers listed below are a list of truss specifications for the project named above. These specifications aro 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 15859 1of10 3-24-1993 15859 2of10 3-24-1993 15859 3of10 3-24-1993 15859 4010 3-24-1993 15859 5010 15859 W10 3-24-1993 1 859 7of10 3-24-1993 15859 Soft 3-24-1993 15859 M10 3-24-1993 15859 10oflO3-24-1993 ,,�,�p1lIQ1t//Ilryh�' CpNt tt .a•. �_. tEW HS SP6t+CONFSE cO�"SES. t On •SH4 9�1pn5 p t0 BE ASHTNb'.c, wAx1. SL 'g45t S�N��%5'FOTM t v eE�sW.F.M p+iEto ' S*55f1 "OW 5 a fO' O _,,,,y�V1•!1 STONS Fo4T►!v^._ SWfiS p BE PE. *aPA� SSW;'_ tSs P OF TIE c►P� tb"91 Fes' CAM. yC,rppo 4. iH reEpS c4H ou►+ yNb sE t SF.MSS4H MEa 3/►CTNO O tO 4 NtHO. SJ c• Hp vE W10- 54.5 f M.6 by E Op bP 155 ' 141 Cyt Sf�`' CAT etT-tss S 141 1Wks�►laD��,�VMfA,D OSPMT5E ,1iR4. p6,YM0�ACE0 AS 171c1T 9S AS5ppN5t 6EC SSnyCM•6ESCO^"-EtSn'gay"GtNq� P5 `oAD!W "GTPA]`' 5 y 5 6 ISIAX 4 SO OIGf t11 $Otto 4�VM111-NpSEb�00�pCASTOH'Ot . AT R1'� FOF�HA cion w)sE5 Hbs fEc 'cct- to 1014 SOCC p�AxT'y W 5�� 1,pOt y��SAT coot yHt. t�5+.fSESpn cry lq►1. F �qAM yl s �p �OFG E A ns. 14 6O►Oy66�piM E31 Al op 41 t Cs6 1,00" 061215 040 FspAtA U56� _,.atg d HSHl S tKE lbpp ,f[6E EH pE 61TyW 1H SPS" C, SEO EpHTEEtYt•,W,*�HA" 71 y" t 40G5 HAS�' IHSS K" TEP� 6 bE Sy,1MM tSSV'0111. howl. a1 M tHT WA,S/eN 1CA0'•E 14 ! 'n-OW- i-A /0-1 SSS 610E •S SHE 4 OH tµ15 IS Ap46 0cyES. so A! p to 't -.40 P4ASE�S�q�{.Y•051 MTTH QST S pESTOESy4H ISO ONS Cl' p 4H NOSH -s1E�Rp 91 THtS to AxT UCPSM+ 7A pt•F STa S`f oPOGAYCyS aA9Ep s►iE g16FA a+S SAsybq°4 ,,ASS OE,bt q,.ASES 1J.E3 A°E Iva O*se+ 14 Drop�j1j,0 Wp0S1 315 4Q5E 5-6'yi 2�y� e3+ 5�6"yy Aoo* 6,315 AM ko34 y320 t3eTi {MA A ,©6 034 13.g15As is-1 2060 y554 gl4 7 3X' y3O4*4x 3X4 � 13 515 20 PT-F 6 +a 31► Raaf+ gCCI 1491) 31'� @tom oda C lK t`tPg: eu�ai+w ( Sul S&POI 5x b 3nA 6 ' 'yo 6-2'6 �N N k00F �,p6j►Nt l(se�pU1RED• 5�""7nbD S R �R l �s 0 Do Sit i NECttO gOks FOR 04clik0 Tl W11� PRg �0 a-6'a jp-O'C g5 IE 0010 ra 0• 2g5il at totto�lndax•,i22.27. `1Ltig@51 gSuO C0 �5 j993 ,OF p A Mn� o�cu�rad. (21i61, 11,dax0 l tpU55 i oRTE: 2 �6C�Ig _. Max o d08�i0tLootl oo i22i� �3/i61 ig 5 t� 3103 `A&% t oadd efloc tion tDo I Jac 'cam GgN1E H� T. Maxie total 4oa i2 M SP 4p��Oul lo: i Maxi R 2xa t�Vssas' y0A0t , ip5F1 'fC i2 N 5P SO t SEA 2x1 P 5p��1►N' TG 30 i S C• t.� 2x 3 TE0 ._ 0 2. 0 TC O ME95 �5 Mev of.NO pt ATE 1.4pE- 0' ->000 L t� a0 %0 Ex4EpT 1) LUMBER SMALL SE OF THE SPECIFIED MINIMUM MAGES. 5) CONNECTOR PLATES SMALL BE INSTALLED SVMETRICALLV ON 10) ALL TENSION CIMDRO MEMBERS ASSUMEO TO BE CONTINUOUSLY 13) %F INDICATES LATERAL BRACING MEMBER (/KA MI4.1 SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SWATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE STPESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 20' G.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI GRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUO/SIYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 GRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOM TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SAWN 011N.1 DRYWALL OR SPACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL COWOM (MAXI. UNLESS NOTED OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIOTN (ACROSS SLOTS) WITH THIS DESIGN /2) ® INDICATES REAPING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE BI THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES Of ERECTION OF TRUSSES. SEE nIe-S/ FOR RECOMMENDATIONS PLATE LENGTM_ IDENTICAL LOADING AND CONFI"ATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 4-f-it 4-0-2 6-7-2 6-2-14 02 02 02 Max Height 7-6-3 74 PLF 12 5X5 Q 6 1z 6 � 3920 2910 a 4640 'SFA 1430 x IY 77P 1460 1250 590 958/ 9610 13.51 3811 13.51 3811 n �'I m m 20 PLF 3x4 5X6 4x4 n BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) e-z-o 0-7-2 8-2-14 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area 21-0-0 UPLIFT CONNECTION REQUIRED: -SLI Z B AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .035' (1/16). Index-.049, (L/7200) Maximum Total Load Deflection of .054' (1/16). Index-.051. (L/4667) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0' STUB VAULTS DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V_000 2-0-0 LL TC 30 2X4 i2 SP ENG. FOR: TPAIE TRUSS INC. - 16&59 1801 S. GSW PKWY. BCLUMBER 2X4 /2 N SP PROJECT: CENTEX 3703A DATE: 24 Mar 1993 OF/6 PRAIRIE, Tx 75051 7'1 DL TC 7 LAYOUT I0: (214) 660-3940 : FaA L LL BC 0 WEBS 244 33.33 OL BC f0 2X4 i3 SP AOORESS: "SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAV BE NOTED 1/4 _,,.�5�.v ;it tw_a�p.Pv EpAC1^" {0 CtE4 EOpin^TrAVn' ►S O t°4 '°N�o � ti S Ots,�*IA-fop tR t/EE C� ,3�ySF.\M N '�AdO�°ACE°'° ti�A ''~� ttoKs��S106116.taA�ss,y,0,E.*11 0°9 My tE 1 Et04 "en �AC1*' ASS AEO e{' OIA y 0 t to 06 f*44EC uNN�1����f CA� 1{,,OF f IBPTCASOIA. ED\ ,CEO -ok-1. I`+E OtO yN�° 0 Ct tPiCµyv CN 0,1141 OpgtEss s l0 1N 1NEp5*st SPACE EPF CT E 8¢5 T5 Pf:` ', , t ALLfO SVM AI.L coME11PaP ppA11 PM%SE. ` 1A NO i tgJ`'p totµ OF tNs ,,�No��t0 0�' tt1 pPACEO OpvMwt.�tEO 014, 110% U1 FOA 1\h�" A1Es SOU-1- lM YptA SOM W1 x\. "'Esf5 pE►�1µ0 _C iGUR W.AtT tK- VE CLOP�' M01 f sF7.1cf„A iMA iMplt pit TON �ypptTi COQ iN{. CES C*� 3A2. 'A Oil ,NE 5p,1 A eot{ 'Ac 2 {�L0'°s �gpP0* �1tiCTP Cip IEO MI:Zl lop��°t ,N ikt'-' t E pE OE'SIOU ON A U3E tP S o► • iNE�`1gtSt� S, AX Cf IVC 72+j1,1S%4 1N51 AL sto IEP 5P µ,L 9x MAXIMEMStPE ALES,EO tt ,NAt10MA6 p\ tN1 tH1t OPA,S\BN L,C 'E t0 iEs a 0 NA OM we iyf,0 Sv p<AtEs 00. wt{N AA57W+Is'pP P1- `Is OF SBM APE StNd S TON. Cps�E,ttOA Ay,FOAGEE S ptE191 tNiS FBw OCS IS A Ok 0. st0 ONt xMiOVA Ive A FO S1 Si�01 IS$A SITES L CbL 00\EMt AttBN N CIS CiOP�hf SQp s\ 00,eE 1\ CIDP 1AL0 Al pW"LE�y°iN 2--0,-.00 A"�T2 42 A-9"0 02 A"O ♦2 A-Ma !2 pJN A20' 'Q p jAQ2t 13.6155% Msx 1µT4n�a"�3 J-X5 � F sx+ �5jg} 344 4jrS X3.51 g�1c 0 12 `psi ResidBCCt 1991)Tx5 yxa EttG Code Txe A a N �•tYPE� gui tdt nQ t. 12 gUtlD1 S ,do�d 11 EACH uyPP� c AXA o-0 0 E. •SPEED GNt;: 13� tea 3- 2A" WAND Edpf AEIGV" a Ep: J■'r"pAOS SN R MENSS. �l 12 'y9 8_A-0 i* 2* NiRUSS I N t0 E O ON 1 gaAC1MG aECU i2 s' �•_e a2A tog Opo l pos 11 �,BUVE 2x NEt ND g 10 6_e-0 +2 30-0.0 SEE NOSE 3,1-a *2 i-A-O +2 �$5 �n Pape 1't4ot ED n left 0 1nCex 0331•,tto 11416091 CpStiS STS r 1g43 Z�10 tHSs 1Rt1`�6?. trOa t. t6/i61 inpex- 0' 24 H° 10n OCCOrre jbjjectoA Of of 5$, t9/�61. (Ppb j 5 iN� phlE= SpAto N 3A Ile s- 3?0 %gy p datl JY6 %,08,300 etlaCt1O� E f� CE iEx tea 10-Atoo lota� pa 1VJI trusses. tAaX1 �pplot 2XA •� Sp i hY SSo. NO (C E`s+'E f2 sp ,,pp %.0 A01 s ac i U'stp. 2X6 sp),CTt's 4` IC 30 2XA 03 gPNpIEp 0•c• 2-0-0 IC ? ,ees 'All.1 of CA- AtE fYpE sc cttCO 1) LUNGER SHALL BE OF THE SPECIFIED MINIMUM GRADES. SI CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13U 0" INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/9" IMIN) PLYWOOD SHEATHING. 1/2' f0 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. ANO IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHLORO SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED SO- O.C. (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCOFIDAHM WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LN.ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCA 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMMA LY1S) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6" 041N.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED NOW TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOW (MIN.) ORYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FDA TRUSSES. 3) CONNECTOR PLATES S129S AAE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING, INSTALLATION AND WE SHALL CONFORM MAXI, UNLESS MOTEO OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY BE CUT OR 04001FICO 1M ANY MAY. 4) CONECTOA PLATE SIZES ARE CALLED BUT WIDTH IACROSS SLOTS) WITH TMIS DESIGN 12) ® INDICATES SEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAKEN"INS SNIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES RM ERECTION OF TRUSSES SEE MIB-91 FOR RECOMMENDATIONSSIZE CALL OUT IS THE bIf!9C1ION OF THE PLATE LMTM_ IDENTICAL LOADING AND COW IGUFAITON. . -CONE GURA ION LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNOER TOTAL LOAD - .229' 2-0-0 RUN 3-7-9 4-3-9 4-3-9 4-5-5 8-0-0 1-5-14 02 02 62 02 02 Max Height 6-8-3 12 74 PLF Q8 5X5 2388 2890 s 3230 5*A 3181 2080 y4, 2821 n 12 Q9 12a 0 6 p T! 98r 1304 869 405 16 330 57► 370 N11321 11321 0 13.5144% (3.5144% M 3x6 j 7xtO 3x6 I o 3x4 5X5 zo PLF J1 3X6 d 3.59 6 + n 12 12 3-7-8 6-5-6 6-7-2 2-0-0 2-0-0 1-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCC1 1991) 1-4-0 HIND SPEED: 110 wo 24-8-0 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 741 ! AT EACH SUPPORT. NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 02. Maxl1kin Live Load Deflection of .398' (8/1a)M Index-.481, (L/747) Maximum Total Load Deflection of .62' (10/16), Index-,503, (L/477) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS; 24'8 ST116 VAULTS ONG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 /2 09 SP ENG. F� TF1UE TRUSS INC. - I CJ 180! S. GSM PKWY. SC LUMBER PROJECT; CENTEX 37030 DATE: 20 Mar 1993 GRAND PRAIRIE. Tx 75051 7.1 OL TC 7 (214) 660-3940 L LL BC p 2X4 /2 N SP LAYOUT ID: �S If /O 616 DL BC 10 2X4 83 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: 1 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 /.�_..�^•^'�Npfiv tNl tEHP�N�SPS Cpf�tE t�sEs.Wt�}'�''�,vAlND '� �•C�NO• SlE+"x!. GpEst SAL f0a DE tMtEM NpA'tl p ID "IHl C. SNSSfopNE N"V DE fECOM'E ASSUME s''E t0• °. 'NO! tl t�p tYE SgJSs •A,0 91 f0a NE "iN1 w.Y ,,CEO t1M,p�'sL OU"�'Sty"fEa of SMs C"pEE NtD' f►�TCATdA' tOM�,.a 3/D.11NC µpas Ep SO tNllt y0 C• X61 �} AEN tW�`'SE�+' 1CATC� T4�Ty C� ASso WE" SDS 7! s Gtl� D6f� S16 ALt. @v E Vol, as 'Wo p 0 f Ef4 9Y PE`+ t01 �U,GED ppvrAt�ptYF•l, Nc�"� 4Lv .apACE tf1 §15 NLv ON p�1N155Np�SEE01«y&'op. vA1NNEM�'96 piG T T 0 svNNESPIC EGOF'y CIA pi OP `S�P,Ise- 6� LNSt O'Lf'o St\ Dip,"ao DdpVMM•l.NptEO LOCAT tOM' " pli I G f0A r�Nµl DE too t0 �G tojA•! SN•' S"at -CO SGS'A1,p4ET C1f NZNtVtAEMNt. DA s S! CV.2�DpG NAgA DEw�ESNagsS.Ail mst�tfrE,`tCD A2 L01.1 P iM 1z\ pXi M"SEs lCfNOS A aA*'t2• 1O�� %Ceswtook '*C � SNCOo DOVE• -%Zj WED fop of Es. 10 D1 t0P Ctty '0� D1 -soOSat 0 v-S COAt/N 5oy,t a .l�1CAtE �pTi ICM iNE VE is ,i� M.taM t LL�'A� r i s t "Nt � E t0 Cf '00 vw Ill 1104 Dl 1NtS si tC a 4N"ANp W. E 0A ss i,00,lye tEs 00. N1tN tN 910N LS APS ' .1's.VP W.'SED ON "ALl CiOP p.A Eg'L'4pt5191 tNls A plf LS a`ESIGO 1�St At u 011 t Ntfl N lA "/ taut P�p00AlCSS D`AZfS►PEsrAj•�E0 aENtAt1W fpESl.-"SESSiTEs "NO SYE "%I MS 74CtOa "AtE �ptsl 1! d Dcu+�fsiN �1A X33 Sby 5,0.0 l31 16Y; 611 R 1,5.1 1Z AA3� 11% �6 l3 51 Vol, 5 X30 61� 3x� AA3 tis p�f 13.51 20 M +' �+ 14911 `osEd R� (SBCC� G j,�PE1 %kd POR in9 t. ENOk St AAO sto 311A 4110 SRCPF 0Et60S'(SO a`9101 ?'Y�pWS R�cRENERjs N MEpO `60110 00 we CO 0E Sjok G IRjSS jp C RE SASE�E pOR 3.AA 1,?_6 %po,10 004)90 11 pR SSE 001 10 1,x.8 10,0-0 1�A-0 63, 001 E 4 1093 0f ttoo 1o��001, 1�15�01 SSS Op6� NDr cc$d at no Itip% ex, p06, 10'S'PC- - DATE: 2 ;/;: dgt�et.%O�0�tp1 Ot 0�,�01161� 1�0 Msxif,I)m b Oetl6C,B`oon 0 E 5 f0a CENA 37p3R Max1V3�wllots,b�obd 08f N 5P `".4001 10. 1 MbOW , TC� P 2x4 42 N gP Aoo�55 00 trVabea• 1OW 1� �`SEP 2x4 40 S' Sp 1'r ' LE SC 3� 85 2x4 06 00TE0_, ., .400. O,C 2,0-0 T r _�rcpT �S.MpY"'' 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) -0- INDICATES LATERAL BRACING MEMBER 11X4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT, BRACED BY EITHER 3/0' (MINI PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS Of NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MUM DRYWALL OR BRACING MEMBERS SPACED 20' 0.c. IMAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUFWENT TPI BRACING Ate ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PP4000TS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMI".) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH HANDLING DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HLING CAPE SHOULD BE TAKEN"ING SHIPPING AMC BY LENOTN (ALONG SLOTS) AND THE ORIEN1.TATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS. :AL LOADING AND COWIGURAIION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 8-0-6 7-7-10 5-8-0 6-0-0 RUN 1-5-14 #2 #2 02 1-5-14 Mex Height 8-2-3 74 77771 PLF 12 Q 6 5X5 12 6 C-11 9 'No.A 1 N 5 z 348# 4 10980 1323# 13.5)13% I 3x4 N ' 13.5143X (3.5147% f 3x4N 5x8 N 20 PLF 8-0-6 7-7-10 5-8-0 6-0-0 BUILDING TYPE: Enclosed Residential 1-4-0 27-4-0 1-4-o CODE: Standard Building Code (SUCCI 1991) WIND SPEED: 110 wo MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ( # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: i THIS TRUSS ANALYZED WITH PPSA Maximus deflection occurred 45.75' from the left and of bottom panel Ii. Maximum PPLive Load Deflection of .iii' (2/16), Index-.157. (L/2291) Maximus PPTotal Load Deflection of .174' (3/16), Index-.164. (L/1461) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LIMBER TRUSS: 27�4� SPEC DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #1 SP ENG. FOit TRUE TRUSS INC. - 1901 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 GRAND PRAIRIE. TX 75051 7'1 TC 7 2X4 02 N SP OF/ (214) 660-3940 L LL BC 0 LAYOUT 10: ` 242 33.33 OL BC 10 WEBS 2X4 03 SP ADDRESS: SCALE: Cj MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 0 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0' INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 188 MAXIMI/MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MINI PLYWOOD SHEATHING. 1/2- 14) INSTALLATION AND ERECTION OF TIE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 8) TOP CMOPD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 20' o.c. (MAX). TEMPORARY BRACING SHOULD BE 001E IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDAROS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UAC 2342. FMA TCB 2011 SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIN OUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/e' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SNOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDAP05 FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) IS INDICATES BEARING LOCATION, 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNNO SNIPPING A BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE B) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS SIZE CALL OUT 19 THE DIRECTION OF THE PLATE LENGTH- IDENTICAL LOADING KV CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-7-4 5-0-12 5-0-12 5-7-4 RUN 1-5-14 1-5-14 Max Height 5-8-3 74 PLF 12 Q5 3751 12 3849 384# 6 p + 41 197# 1979 „ 69# 1389 138# 699 r r 9750 975# I 13.51382 13.51382 ' IN f f 3x4 5x6 3x4 3x4 20 PLF 7-3-8 6-9-0 7-3-6 1-4-0 BUILDING TYPE: Enclosed Residential 21-4-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: G39 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. NO trusses: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .071' (1/16). Index-.101, (L/3606) Maximum Total Load Deflection of .112' (2/16), Index-.105, (L/2286) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 214 COMMONS ONG, 0 ALPINE ENGINEERED PRODUCTS Inc y X000 2-0-0 LL TC 2X4 82 N SP ENG. FOR TRITE TRUSS INC. - r 1801 S. GSM PKWY. 30 GRAND PRAIRIE. Tx 75051 7•1 DL TC 7 2X4 #2 N SP BC LUMBER PROJECT: CENTEX 3703A DATE: 24 Mar 1993 1214) 660-3940 L LL BC 0 WEBS LAYOUT I0: OF/O 188 OL BC !0 2X4 63 SP ADDRESS: 33.33 rr MEMBER TRUSS PLATE INSTITUTE TOTAL 47 3%16 EXCEPT ASMAY BE NOTED 1+ 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER (IXA NIN.1 SPECIES. AND IRS MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' NM1N1 PLYWO00 SHD HEATH/N0, 1/2- 141 INSTALLATION AERECTION OF THE TRUSS, PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUP (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCOPOANrX pilin FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 807TON CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBOC 11) ALL COMPRESSION CHORD NHEMBEPS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TD CURRENT TPI DESIGN SpECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, SOCA FILE 96-125 BRACED BY EITHER 3/9- (MIN.) PLYWOOD SHEATHING. 1/2- TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING 940N IMIN,) DRYWALL OR BRACING M0 ERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM IMAM), UNLESS NOTED OTHERWISE. 19) NO MEMBER OF THE TRUSS NAY BE CUT OR MODIFIED 10 ANY MAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SH%XD BE TAKEN OU11N0 SHIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE M THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF 7MISSES SEE NIB-91 FOR RECOMMENDATIONSTIZ Dlf%CTIDN OF THE PLATE LENGTH- IDENTICAL LOADING AND COEIMAT12H . -CONFIGl1RATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR MANGLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED NORIZONTAL MOVEMENT LANDER TOTAL LOAD - .092' -o RUN ) 5-4-0 -o-ol 5-4-0 —1 am 1-5-14 1-5-14 74 PLF Hex Height 3-6-3 12 �e 74# 12 2240 y 2240 e X M N N 187# 1B7/ 7 70/ 700 4- n 50# 50# N T T 7W5 5680 568# 1 7W5 I= ^ f3.5722X f3.5122X 3 3 C� 3W4 3X4 12 12 20 PLF 5-4-0 2-0-0 5-4-0 1-4-0 12-e-0 1-4-0 BUILDING TYPE% Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 a(ph MEAN ROOF HEIGHT% 134 TRUSS LOCATION: (Se) area / (j UPLIFT CONNECTION REQUIRED: `"119 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .087' (1/15), Index-.207, (L/1747) Maximum Total Load Deflection of .137' (2/16). Index-,216, (L/1109) TC LUMBER TRUSS: 12'8' TRAYS Ow. 0 CLARY DIVISION PLATE TYPE; O.C. SPACING LOADING (PSF) 27(1 32 N SP ENG. FOR 9 ALPINE ENGINEERED PRODUCTS Inc y�2000 2-0-0 LL TC 3p TfiUE TRUSS INC. - 1001 S. GSM PKWY, eC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 GRAD PRAIRIE, Tx 75051 7,1 OL TC 7 2X4 /2 N SP (214) 660-3940 L LL BC 0 MEGs LAYOUT I0: ��'(}Y 244 33.33 DL. BC 20 2X4 f3 SP AGGRESS: SCALE: t MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 114 I) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES, 9) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0' INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/0' (MIN) PLYWOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT PECOMMENOED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 20' D.P. (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCORDANCE WITH FOR DESIGN ARE BASSO ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/9' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 91 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ANE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL COFORN (AXI, UNLESS NOTED OTHERWim. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAV. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING ANO BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIONS ZE CALL OUT IS THE DIRECIION OF THE PLATE LENGTH- IDENTICAL LOADING AND COW IGURATION, -CONrIGLIRATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSISILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .24' RUN 3-7-8 4-3-9 4-3-9 4-5-5 6-7-2 6-5-5 1-5-14 O1 HN2 02 0208 0205 14x Haight 6-9-3 74 PLF 12 da 4080 5X5 3231 4728 12 9� B 3180 6 v 44 2B2# 2280 1230 m T/ 9B0 1300 1320 1290 620 m N 1231 3} 330 t ' 13700 Sp w 13680 13.5154% :. 13.5146% a%4 5X6 4x4 n 411124 3.59 20 PLF 12 3-7-8 6-5-5 8-7-2 8-7-2 6-5-6 1-4-0 02 02 B2 02 BUILDING TYPE: Enclosed Residentiat 29-8-6 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: SC * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of ,475' (8/16). Index-.48. (L/751) Maximum Total Load Oeflection of .744' (12/16), Index-.501, (L/479) RECOMMENDEO CAMBER: .4' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TRUSS: 29' 6-1/2' STUB COMMONS OMG. 0 ALPINE ENGINEERED PRODUCTS Inc y TC LUMBER feoi S. GSW PKwv. 3000 2-0-0 LL TC 3p 2X1 •1 Os SP ENG. FOR: TRUE TRUSS INC. I�� BC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mar 1993 GRAND PRAIRIE. TX 75051 7.1 OL TC 7 2X4 O1 SPOF (214) 660-3940 L LL BC 0 WEBS LAYOUT IQ: 1) 426 33.33 DL BC 10 2X4 •3 SP ADDRESS: SCALE:/ MERGES TRUSS PLATE INSTITUTE 193 h.s. TOTAL 47 EXCEPT AS MAY BE NOTED 1/6 n�, 11 LUMBER SHALL SE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBEAS ASSUMED TO BE CONTINUOUSLY $SI y INDICATES LATERAL M►CINO IEMBEA (SMA MIN,) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOIN?. BRACED BY EITHER 3/9' (HIM) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND EAECTION OF THE TRUSS. PERMANENT. AND IS OCCUR M OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR DRYWALL OR BRACING MEMBERS SPACED 10' R... MAX). TEMPORARY SPACING SHOULD 6E DOME 1N ACCOFOAMM WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED MY THE NATIONAL 71 V-2000 APPROVAL NUMKft- UBC 2342. FMA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUWFSLY251 THIS DESIGN CONFOMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0' (LIN.) PLYWOOD SHEATHING. 1/2' TIONS FOA METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 61 THIS TARS HAS BEEN DESIGNED FDI THE LOADING SHOWN (NIN.1 DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL COLIFORM PAX). UNLESS NOTED OTHERWISE, 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUPING SHIPPING AMC 6Y LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE el THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE MI6-91 FOR RECOMMENDATIONS -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-0-5 5-0-0 Max Height 6-2-3 37 PLF 12 5X5 Q 6 1926 y 1836 990 WARNING rr B1A111NG STRE S CEEDED I SE BEARING PLEA 12 fol# 6 1954/ 3699# 35438 37191 19228 78020 78020 f (3.51103X116.22511 13.511031(16.2 n 715 PLF 1 7259 310 ex7 xBUILDING TYPE: Enctosed Residentfat CODE: Standard Buildfng Code (SBCCI 1991) WIND SPEED: 110 go 5-6-t 4-10-2 5-0-5 5-6-0 MEAN ROOF HEIGHT: 131 0208 #2 TRUSS LOCATION: ($e) area UPLIFT CONNECTION REQUIRED: 3�Z # AT EACH SUPPORT. 21-4-o NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i One Half of 30-0-0 Trusses supported by Bot Chord Maximum deflection Occurred at bottom joint 02. FASTEN EACH PLV TOGETHER WITH: 3 Members Required Maximum Live Load Deflection of .131' (2/16), Index-.184. (L/1954) Top led Neils 12.O.C. MaXlaluel Total Load Deflection of .205' (3/16), Index-.192, (L/1249) BOT 16d Nall% 4.0.C. WES !ad Mails 12'0.C. ` FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TfW1SS: 21'4' STUB GIRDER DWG. # ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR TRUE TRUSS INC. - 1 S9 1801 S. GSW PKWY. 7 i BC LUMBER PROJECT: CENTEX 3703A DATE: 25 Mal 1993 GRAND PRAIRIE. TX 75051 OL TC 7 2X6 #1 N SP LAYOUT I0: �( ff/ (214) 660-3940 L LL BC 0 520 IML BC 10 WEBS 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOUL 47 . 'SC ALC- ... _. _. EXCEPT AS MAY BE NOTED _ 1/4