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Permit 1517 Linkside Dr (vault) ADDRESS- "7ejw L., �^--- BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB c/ FRAMING COVER-UP_ 3'- INSULATION FINAL BUILDING 7-9 c/ CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # -1966) INSPECTIONS ROUGH FINAL -7 C MECHANICAL PERMIT # 7 7/ PLUMBING PERMIT # "75 NOTES : P$f�-3"4 -14 107, 6EPAftirmENT OFOUILPING CITY OF ATLANTIC S�EACH PtAM1 T INFORMATION LOCATION INFORMATION ormit, Number: i0714 Address. �1�17 LINKSIDE DRIVE- Permit Type., MECHANICAL � ATLANTIC BEA1CH, FLORIDA 3223,3 Class of 'Work: -NEW LEGAL DESCRIPTION --------- t 89 ,, , El vk C�onst r Type: MOOD, FRAME Lo, Section. Propot ed use NGLZ' OA141 Lf Dweilinqst. 11 C ode,t Subdivision: SZLVA LINKSIPE #2 Estimated, ,Val.ue* improv,. Cost: To t $47 a I Fees $47 .00 Da T A HEAT, AND R L A I R FEE "PER $47 -00 AP ICATION S 13 r VT FEE -0 -00 , A SIDE DRIVE IMP] it FOR T 'd % ",90 ww P h A P RADON GAS k S . '$0 .00 T FORMA ON RADON CAB, 5% CAPITAL�.IMPROVE. T`NC rl[,%, Name: IR IN S, JAX- 312-2 4 45, e�CROSS CONNECTION 0 SAC H IMP *T FEE 0 LIC T'Y pe "ONST. SURCHARGE 0,0 NOTES: N0*nCE,—ALL CONCRETE FORMS AND FOOTINGS MUST,SO INSPECTEO-BEFORE POIURING'- PERMITIVOID SIX MONTHS AFTER' eOF ISSUE 146 S BUILDING MATERIAL, RUBBISH AND DEBRIS:FROM THIS WORK MUSTNOT S'E PLACED IN,PUBLIC SPACE,A MU T BE CLEARED LjPAND'HAULEb-AWAY By EITHER CONTRACTOR OR CWf*, A' H " A -NI0 SSULT IN F -ILURE,TO COMPLY-WIT , 'THE,NIECHAI "S LIEN LAW.CANA, THE PROPERTY OWNSR#%YINGTWICE,FORTHE SUILPINQ:'��IrROVEMENTS 7 ISSUED ACCORDING TOAPPROVED PLANS WHICH ARE PART Of:THIS PERMITAND SUBJECT TO REVOCATIOWFOR ION 0 22�! F APPLICABLE�ROISIONS OF LAW, 441IMP ftol,WNW ATLANTIC BEACH BUILDING DEPARTMENT J&L- I'N ILQING.'..,AND :ZONING :; , ."f ION BU SPECTION DIYIS CITY OF ATLANTIC BEACH LANTIC GZACH, FLORIDA 32ZZ3 ,,AT A p PLICATIOWPOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT, Applicaitt to complete all items in sections 1, 11, 111, and IV. LOCATIO Sir 91:Addr,I.,I INA OF Infe'rioctIng Street$: Between SlUIL614c," , , - - -division Sub Il.".IDENTIFICATION To be'c' omp' leted by all applicants. consi-dorstiQ11-01 permit given for.dolng the work as described in the above statement we �heroby agree to perform said work in accordance :k"with the Otte I cl,*_plaris and specifications which ore a part hereof and In accordance with the City of Jockionville ordinances and standards goo .P(oc listed hero n,, ,.i ; ' , , f d' t1% I X. Namo'of Me�hanlcsl S, INC. Contractors ze coritr4cfor (print) A19" ENGINUT M4s#sr Ninis'of Property Owner 11qnature,of Owner or Authorized!Agen t Architect or Engineer R ATIO' I III",GENERAL INFO iA 'A� jyp,,9 "K 9 fuel; 15 OTHER CONSTRUCTION I1EINGtM,9N THIS BUILDING OR SITE7 E3 LP 13 C] Central Utility 7 pl IF YeS, GIVE NUMBER OF CONSTRUCTION (3 Oil I 4 PERMIT IV- MICHANrGAIVUIPMENT Td,�111VINISTALM NATUR��QRK compie"L9,111to corn 0"s I PIN, W ck of f his fa 0___*R1'esIdentIaI or 0 Commercial rm coo tra�l H pace, $Atrol Flow Is 7'b "t'"' E3 �kos$" 0 No %ifdIn u Alt Conditioning Room Control' �E I Iding Dyct Systimi Matirtal Replacomo I of existing�Ystom n M I #I MY Now In3tallatlon(No systom proviourfly InstaHod) 13—Wrisoration' Ex.tonalon oi add-on to oxIstIng systorn 61. 0 Othor— Specify toweri opecity 9-P.M. '[0 'Firv!��Alsrs'; Number:of hood 0 Eitystor 0 Monlift 13 Esul4to (numb4r) THIS SPACE �Olt OFFICE USE ONLY C3:06soll�a PVmpL_ (Aiumb-or) num or Remarks (nymb4t) C3',-"Unfi pressyre votsol Pormii Approved by Dot. 0.:� r Sp4KIk Permit Fee LIST-ALL EQUIPMENT �Mq AND,REFRICER ATION EQQLPUENT MR CONDIT10 cap&d ty ApProving >"crtPU04 ModslNumber M&nufacturtr (Toni) L VIZATIN G F1JRNACES.`B0MEM.'F1RF_P1AMq 10022 DEPARTMENT 01F SUIWING -OF ATLANT 0, Ow--------- LO' CAT tom I N --- P09KATI mromati Ox 09*IT IVt, DR 10,0r22, Addroz-$ 4INKSIDE -:psrmit� NAmberr 'ANT11C �SZACH, PLORJDA� 32233 �-`Petiftit lhrpe: ELECTRICAL' ATL �,C_l Of 146tk ADDITION, Se C t n 4 Lotrl. ':Block:. str7. Tyr : CONCRETE -OL/S ; Jlie: 110 1 Code., ��O, Subdj,0,jsj*w SZLVA LINKSI D9 # Ettimated value: OV C 03r,t '00 T otal POO$; $3 00 Amoun't D �4/21/95 'POOL, 'Work 'D IMMI40 0 $3�,5 0 qf' F�, 'PERM IT NA Add :DR I VS 7 WA�v, IMPACT PEE, 00 S �"P&CT FEE $0 00 CH PLO' 1,DA .32; R Awl P �IA Off- ------- C" $01�00 114 '0 i$O 60: 'TAL ' IMPROVE. T, VP RA CAPI I ,OKT rap '00 :Cx�a EST Address', 162 $0:.00 n-set F.R 0 SEC �,H 'IMPACT FEE Tyre 0 SRCKARqz (jow, 14T. u SCII NOTES: INSP 'CySEFORE POURING,. SAN NOPT CE—ALL CONCRET 0 FOOTINGS!i�,IiFw, E �E PERm1trV0tDSIj'M0NTHS OtER�,-QF,ISSUE S'T ��W P 'E T LACED IN PUBLIC SPACE T581AL, RUBBISKAND D 1, j3E AND MUST BE �$UILDINQ MA BOIS-FROMTHIS WORk''m 'HAULED AWAY r: �LEARED r UP,AND ITHEWCONTRACTOA OR L r AN At-WLt 44 0 COMM 'WITH'-',THE:r ,CHAN L ION, 1 AW C "FAIliLuke"T ME I I I r ' r ��,��,�; I:Orf-".,.T NG 0000VEMENT 'I �" HE PR PERTYOW. E s NERf M N10"MI utLiji T 0, 1 C 'ISSUED -WHICH Afrr OF THIS P AND SUEWECTTO�REVOCATION FOR ACCORDING TO APPROVED,PLAN$ ARE P ERMIT PROVIS,b 'IQLAT 'NS OF:LAW. ION OF APPLICABLE 'AfLANTIC BEACKBUILDING DEPARTMENT Z4 /v -77`744��i' 112 CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT 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 PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Le,Lt 4 4� F_I e cU'i c, /d Ptv` ELECTRICAL FIRM: MASTER El I%.A tj-.U-ATURE JOUBNEYMAN NAME -ADDRESS: RFD_BOX_ BLDG.SIZE BETWEEN: RES.fVt APT.( comm.( PUBLIC ( I INDUS. I NEW( OLD( REW. ADDITION TRAILER ( TEMP.I SIGNS I _SQ. FT. SERVICE: NEW( INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER ALUM. ( SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV�SIZE AMPS PH W VOLT RACEWAY FEEDERS ' . ' NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER AFIRLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE -PHS NO. I M.P. VOLTAGE PHS, MISCELLANEOUS CITY OF J9W---A- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.,%,", Received P.M job Ss ality Owner'-- Name Contractor CONCRETE ELECTRICAL PLUrellial MECHANICAL ramin Fooling Rough Wiring Rough A'r Cond. & R p ooting Slab Temp Pole Top Out Heating Insulation i Lintei Final Sewer Fii3 Place Pre Fab READY FOR IN'SPECTION Mon. Tue� "Pied" Thu r s. —nday CED Inspection MadF F�nai Inspection Certificate 3!Occupancy 09969 OF13IL1110 _',� ,C ' OP A O'SE H ITY TL4NTIQ AT ION INFOAKAT ION V R I," TI LOC Permit livi�e'r Jkdaros,*: ;,�,1517 LINKSIDE' DRIVE Permit"..Type.,**. SWTMXI"�, #004,� , ATLIWTI C OVACH 616 FLORIDA 32233�f, 00CRIPTION as$ t� 4ork; NO ' Cl #look,* Sevtion: Constr. Type*, CONCRZITS", Lot': /,$PA RNO 0 propox.ed, Uie. POOL StLVA 'LINKSIDZ4:1Z "Dwel I 1 1 Code:. :00, estimated: va I uo: '0. ir 'To a ees' 1 t �11, 11$3 .1 00 , 'a 41- 'PlOWOL ER SRI 040, L �APP - ICATION TZES $30 .00 0 PS it WAT �IXPACT FEE �02 AP j_ �4 a 01 -00 -41'.R.S 10''ON ;OAS D014 CAt OQ.00 , T 01t $0.00, "CAPIT&L ir TXPROVE 777t 3225 CROSS. MtMIRCT I ON Tylvi6o, 00, 0_ *PA'dT rZI SWWRAROX x0o j PECTIto BEFORE POILIA046 ALL P""ETg FORMS AND FOOTINGS'MU07 'SU PE QRYSI�MONTHS AFTER DATE OF,18 L RU88t4H AND DEBRIS,PROM THIS WORK-MUST NaT,BE PLACEDIN PU13LIC SPACE,AND MUST BE MATERIA1 MEAM UP AN D HAULED'AWAY bY E IT-HE'01-CONTAAcTOR 014,OWNER T6 COMPL N110'S LIEKI N '�'*AILURE Y W" IT H"THE MECHA' AWC, A , RESULT IN: EP, OP, 111TY: FOR sul NG,IMPROVEMENTS T" G TWICE OF- HIS PERMIT AND SUBJECT TO REVOCATION FOR ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART 60 APPLICABL5:PR0VISICiIN, �OF LAW. 000000000,00000w Sato 14 ATL�NTIC BEACH BUILDING 0 NT M 41071951011 R*t om" By. CIV� OF ATLANTIC BEACH A-PR 0 3 1MMS APPLICPTION '�,TDR POOL PERMIT BuUding and Zoning Job Address- Lot It —Subdivision<,V:j�f\L_iLLk- Owner 2A oL-. AL'C-L& Address Contractor SC) Address— License Number Valuation* $ ---Gallons si,r.E PIAN f.ront, V. (D (D 1P,�Op. P. 0:` A Q0 r 2�ar, Signature Owner Date Signature Contractor ' ate FLA. 1967 LAWS RAMCO FORM 409 FS 713.13 iNatirr a IPRFPARE IN DUPLICATE$ iullom it mag roxtrent: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. -4 Descriptionof property........ .. . ..... .. ....).......... .........��.2........... ........ ...........................I.................................. 4 N:..... JL....................................................................................................................................................................... ..............................................................................I................................................................................................................................................................. ...................I...........................................I................................................................................................................................................................................ ............................................................. General description of improvements..........-5........... ..................... ............ ............................................................................................................................................................................................................................... .................... ...................................................................................................................................................................................................................... Owner.......1-44:U47M.... C4.v..-o..L... ....................................... -Pp............A4-L... , &.................. ......... Address . ..... J.. .................. ........ ...............................I........ Owner's interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name...................I.....................................................................I............I............................................................................................................................ Address............................................................................................................................................................................................................................... Contractor........ ci L S........................... .............................. ...........I................................................................................................ ddress........... ........-Hj�AJ.-�.....P....... ................ .............2........... Surely (if any).................................................................................................................................................................................................................. Address......................................................................................................................................................Amount of bond $.................................. Name of person within the State of Florida designated by owner upon whom notices or other documents may be served; Name..............:..................................................................................................................................................................................................................... Address............................................................................................................................................................................................................................... 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............................................................................................................. .................... —. ..... — i C..........7. ........ ........... .......... Tatt-firatt of Orrugunru (fitu of Atlantic Ntac4 — Floriba 13tvartment of Tiguilbing 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 Sixtgl-e F��iqertce Bldg. P,,,,it No, 19 Group w.f rame Type Construction Fire Di Atlaiitic Beach 5V ou YO n rIve OU Owner of Building CCIA-e-X Real Es,�:ate AddressjL,, 1-,z e�IWJ I If Locality AtIantic Beach, �'L 32233 By: DON Q. FORD Date: 4 POST IN A CONSPICUOUS PLACE MAP SHOWING BOUJIDARY SURVEY OF ALL OF LOT 89, TOGETHER WITH THE SOUTH 11 .0 FEET OF THE WEST 37 .0 FEET OF LOT 90 , AS SHOWN ON THE PLAT OF SELVA LINKSIDE UNIT 2 , AS RECORDED IN PLAT BOOK 47 , PAGES 85 AND 85A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: CENTEX HOMES CORP . NOTE: BEARINGS SHOWN HEREON REFER TO SAID PLAT OF SELVA bINKSIDE UNIT 2 . ^ow r *,c a twxmowswr zor/, f4-,r~/7, AP ov-140AIP z Al e-jpa;r 0--.,oww AvV.MA0,fA1r got AEAfA4,n*A1 1-4 j* 00 0,0 A01V- re A �A p�Fz P 71994 oninR 4 Building and Z I" 3rvoy inveo %4 Vora F4 XrlAf At A %J �4 AO.2- Ki 'o jq i de�0�4% Ale bloloo� 00 op� qe� sola\(3 001 IV '30 0\ 'os,)0 *ons -53 CD 0 CD m ? CD ok ca o-* CaA U,-.A�g C, CD 0 0 0 15; 0 0 CITY OF C, vq&4a4-c .9eacA44 Office of Building Official REQUEST FOR INSPECTION /3 79&0 Date Permit No. 9 -// i/ Time A.M. Y -73 PO Received RM Job�Add,..�� Locality owner s Name Contractor L E;C:H�ANI!!S� ,�__BIJIILR!ND� CONCRETE ELECTAICAL-4�� Vr�m—ing Footing E71 Rough Wiring Rough :AAir at,on )< , g Re Roofing Slab Temp Pole L' Top Out Heatin g Insulation E Lintel E Final E Sewer E, Fire Place Fj Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. �Fnd�.y �_�M A.M. Inspection Made P.M. Inspector- inal Inspection C �.Certificate of Occupancy F-1 Date so lb ik 0 q* 0 (A r- -1-A, 7o CD —0 00 06 1 OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following addifions or corrections shall be made before the job will be accepted ei o2 It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, loth, earth or other material, until the proper inspector has hod ample time to approve the installation, After additions or corrections have been made, Building Department for an inspection. Field Inspectors are in the office from- to Monday through Friday. PLUMBING ELEC BLDG PRESS HARD-USE BALL POINT PEN ------------ DATE: 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_1S1-7__S:: -- ----k 14z';_4-------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. S ERELY, BUILDING INSPECTi6N DIVISION cc:FILE CITY OF ,#*Z� &4d 51&UW4 AN SEMINOLE KOAV ATLANTIC BEACH,FtA)RttM 32233-5444 TELEMONE MM)U7-MM FAX(%4)247-SM5 NOTICE TO: Water Department FROM: Building Department DATE: 1-1- .2 9-9 V 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 Sincerely, 0, va-l� Building Department TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address /5- Rnc*mm&mxexxx=xX*Kimo*=opdmuxa&)*k@xV=xwL*u. Please update your records accordingly. Thank) C UILD CLERK CITY F ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA pprw4ed by APP ICATION FOR ELECTRICAL -PERMIT OAT 3 TO THE CHIEF ELECTRICAL INSPECTORt E:... IMPORTANT NOTICE: IN CON�IDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOW114G. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES A"D CITY OF ATLANTIC BEACH ORDINANCES. Ins ez� 10 ELECTfilEAL FIAM: MASTER ELkCIRICIAN SIG jouRblEYMA NAME A D D R E 3 3 1 Z1, BLDG.Size BETWEEN: RES. APT. I COMM. PUBLIC,( INDUS.I NEW Pd' OLD I RFW. I ADDITION( TRAILER ( TEMP. SIGNS SO.FT. FEE SERVICE% NEW Pf INCREASE( REPAIR( ;j CONDUCTOR SIZE AMPS 1-50 COPPER I I ALUM. .4 SWITCH OR 01JEALER PH -?w'o?Yo VOLT RACEWAY FY_ EXIST,SERV.SIZE AMPS PH W VOLT RACEWAV FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 1 0-80 AMP$. 31-100 AMP$. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER I APPLIANCES 13ELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: WHEAT 0.1 OVER MOTORS ".P. VOLTAGE pHs NO. VOLTAGE PHS -MISCiLEAREOUS CITY OF 4&4n& 12eacA-A;&vda Office of Building Official REOUEST FOR INSPECTION Date Pem,,,I No. -77f Time A.M. Received .12 P.M. J"dress LOcality Owner's I , , r, Name —A 12�44 oe_Contractor BUILDING CONCRETE ELECTRICAL ----PWMBING-- MECHANICAL Framing 17 Footing Fi Rough Wiring Air Cond. & E Re Roofing E, Slab F- Temp Pole E Top Out E Heating Insulation E Lintel E Final E Sewer 511- Fire Place F2 I — Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. -rF-u—rs. Friday—PM. AV--" Inspection Made -P.M. Inspector— Final Inspection Certificate of Occupancy E Date 7971 , DEPARTMENT OF BUILDING CITY OFATLANTIC SEACH PERMIT INFORMATION ------- -------- LOCATION INFORMATION --------- I 97LJ Address: 1517' LINKSIDE DRIVE 1�4 rmi 'Numbe r -',. Permit Type: MECHANICAL ATLANTIC BEACH, FLO91DA 312233 ---------- -N - ---------- 1�cl ass (if Work: NEW LEGAL DESCRIPTIO Constr. Type: WOOD FRAME Lot.: Block: Section; ' Proposed Use: SINGLE FAMILY Tovnship: RNG#- 0 "tuel I i ng's t 1 Code: 0 Subdivision: SELVA LINKSIDE #2 Estimated Value: $0.00 jzpr*�. Cost : To Al � $47 11 00 Amo $47 :00 -4 ;R 4N NOW SiNi9b 0 F%HibY RL19fB1jNej1 APPLICATION FEES t I ON PERMIT . $47 .00 0*7 DRIVE WAT MPACT ZE x so oo FLORI' 9, 0 Ph VkT AP 0 RADON OAS-H.'R.S. $0 .00 R , ORHAVIO RADON CAB 5% $0.00 Name: D HE T & At ......... CAKTAL-.,IMPROVE. -$40 ooll -!W44Z �Add SZWER TAP $0 .00 �ACKS LE, FL. 32257 HYDRAULIC, SHARE $0.00 Ice Type: 0 CROSS� CONNECTION SEC.H IMPACT FEE wRCHARGE NOTICE .. ALL CONCRETE F(�RMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE "..'WIL604GMATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST-NOT BEIPLACED IN PUBLIC SPACE,AND MUST BE `LEAAitD 0 AND HAULED�AWAY BY EITHER CONTRACTOR OR OWNER ' WITH THE, M ,___ RRT0C0MPLY SCHANICS' LIEN LAN CAN RESULT IN OWNER PAYING TWICE K R SUIL ING OPERTY tMPROVEMENTS APPROVED PLANS WHICH ARE PART OF TKIS PERMIT AND SUBJECT TO REVOCATION FOR' WOOING TO ��CABLE PROVISIONS OF LAW. 1watorz CWW DEPARTMENT ft*j0t$' 00a"r Iktii: 3/04/% 00r T0t#1 Polo* 07.00 Z, L BUILDING AND ZONING INSPECTION DIVISION PITY OF ATLANTIC 8EACH AIrt.4411C lls:J%CH* VL.QRIVA 39133. APPLICATION FOR MECHANICAL, PERMIT IMPORTANT Applicant to complete'all items in sect;ons 1, 11, 111, and IV.' .1517 LINKSIDE DRIVE LOCATION, SEMINOLE ROAD A,d- ATLANTIC DIVD —BUILDING IL";IDENTIFIOATION —To bo cQmpleted by all oppliconts in CoAlldff6lioll of p4ronli qivil% (ot doiAg the wo(k $I 46scOold in iho l4ove 41414meAl W41 hollby a9 11 to Follol-n said wopk i. c:vwu vi accotclpice with the C;f Ifis the ollichpd plim apid ipecll`k#I:ons which 4ts a pon hereof and 4, v VilckionyWit *td;ft4sl.Cet #,%a %14*34146 of god pistlits fiticd thareift. #4604 of ukatalell I C6014416f _&LARINHEATING-AU AIR Q ACAJ.2622 Nwi of plaporlty Owhor 54haturs of oiew slonolvit of r-, rly-,T4 A&_/ or EA91414ver uC. 4watAL INFORMATION ftw~ Aa',� : lypt IS OTHER CONSTRUCTION'$CIRO DONC ON THIS NVILVINQ OR 31'rEY YES Hasivrel 0 Cowell uillity IF YES, GIVE NUtA*EFt Of CONSTRUCTION 7819 00w sw-jfy 9WWM*lT TO U INSTAM HAYURE OF WORK �s�%11 of cow+~h 9R 60 of*14%fAftl "ooldonilal oi Comme(cial .1461 Q sp*t* E3 Rscatw kruft1w 0, Pool New sullolng AkC*W6aInji 0 lta*m It/cfellftl Existing Building 0 Repiscoment ot existing system We 11 ELEX & Q i", J-000 'A�Naw Installation(No system proviously Installed) 0 Extension ot add-on loaxistino system Other—Sokily ,�rv# soallont MAW of W cl mullft- 13 bula*n tu"W) THIS VACA 004 OFf ICK M ONLY 46 C) P#ft;i Appi9ved -- - ---- Deis Au 7, Ulrr'ALL SQUIP)UNT CONDITIONINQ AND WRIGERATION EQUIMENT C ty Appmvtq, MMSM TWO37 TRANE 2t ul; lu.0 OSR4844 T819 DEPARTMENTOIF9. H CftY OFATILANTid,S]EAC --------- LOCATION 'INFORMATION ---------- - NIPORMATION ------ PERMIT I Address:; 1117�: LINKSIDE DRIVE :,,,,,permit Number�* -TLANTlC SEACH, FLORIDA e rml t Type: BUILDING 146AL DESCRIPTION lass , of Work' N`ZW Section: Lotl Coxistr. Type. WOOD ,PRAME RN0.0 0 sod- Use: SINGLE FAMILY 'To'washi v Pr,ppo � #2 bd ELVA, LINKSIDE -'Dwel I ings:, Code: Su iv, oiplil� $91451.00 i d :Value,*. '��Zst mate V Cost. Tot $2857 .24 ,I A oun, m $2857 .24 Ms n 9#" Alt r an I x &%zip 4,'V A ON _-7,1MLICATION FEES T11 'r TE 657 .00, flZRM IN Tjf FEE 90.00'r FRE '44111_ TNT DRIVE S w d FL 32216 8 0 ER AP $7 .24 9ADONL M-H.R.S. C TX RADON C" 5% $0 .38 AL-I"ROVE $125 -00 ' PORMT CAT MTS 6 It TAP $0.00 62 P61NT� DR I VZ, HYDRAULIC SJJARE �,00 J,&C)X( LLE, FL 322,16 S OROS 34 Type: 54 CONNECTION 0 . C611SIt. SURCHARGE- NOTE PAI D u CI fy OF ATLANTIC NOTICE—ALL CONCRETE FORMS AND FoolriNG4 11AUSTIAE ims"cirw SEFORe POURING, FtmifvdID SIX MONTHS AFTER,bAtE OF ISSUE IN PUBLIC SPACE,AND MUST BE U$SISH ANDDEBRIS f ROM THIS WORK MUST NOT BE�PLACED G MATERIAL _",tLEAAF_ovPAN HAULED AWAY'BY.MTHEA�CONTRACTOA OROWNEIR, SUL �'FAiLUIRE TO COMPLY, WITHL THE MeCHANICS' LIEN LAW CANRE 'T TWIC� Hk#OOPERTY OWN Eg E ING,IMPROVEMENTS SUBJECT TO REVOCATION FOR �'�,�ISSUED ACCORDING TO APPROVED PLANS,WHICH A RE PART OFITHIS PERMIT AND VIOLATION,0F.APPLICABLE PROVISIONS OF LAW. LANtIC BEACH BUILDIN13 DEPARTMENT A4 y Y OF ?ROPERTY PESCRIPTION la JAN 13 1994 716 OCEAN BOULEVARD .at *a�.j__BIcck 8.......Section 0....... F.0.Box 26 Building and ZoningATLANnC BEACH.FLORIDA 32233 lubdivialonsbel-q ;', TUEPHONE(IjX124S.&M Itrw*t Ha" %..3 K IDLSCRIPTION OF WORK sr Addrisams...... If In a FLOOD HAZARD *Iced Zones couplet* page 30 Brief k- Deacriptions---- Close of Works (New/RomodellAddition), :OHING INFORMATION Type of Constructions S\t-AqLlii�N-�A- Wes :oning Proposed Estimated Vilue .xceptions or ------ ariancess Granteds........ Solid or ---—---------------—----- Filled -t'>I -� OWNER INFORMATION grounds - -�-, __Roof s:FA- Method of [feet lags Property Ovner I (le,kj--v p- 4�A "ailing - 0 75,z� j -��- , -3 7 h) rL Address_ ? —----—.*e - - ----------- zip I L ---- CONTRACTOR INFORMATION Nailing (0 (� -7, tj '�Zo 3 Addreems J-P" L,K V, --------%------ License Number I A-9 Expiration ---------- Dates.............. I NIMS11V CCRTI" TNAT I NAU RUD AND EXANIMCD 111111 APPLICATION AND XVVV TN9 SARS TO St TRVC AND COR11M. M.L MOV1111011111 OF TO LAWS AND ORDIVANCLS 0OVERNINO THIS TYPt OF WORK WILL SC commsto wirm. wucTvn smirtim - IN ON HOT. "M MARTINO DIP A Pt"IT DOCS NOT P0195VAIC TO GIV6 &UTMOSITT TO VIOLAT11 Olt CAHCXL TN6 PROVISIONS OF ANY reDERAI.' STAT9 OR LOCAL XULtS. "COULATtORS, ONDINANCIM. CNXI IN I HANN91R. INCLUDINO T09 GOVIFANING cop CONSTRUCTION on Twe PeRFORMANC19 Or CONSTRUCTION T" I UNOt*STAND THATT'09 ISSUANC9 Or THIS PERMIT 12 CONTINOICXT upon run AWVG low ml TRAM AND CONACCT #96 THAT T116 PLANS AND SUPPO*T$VQ A DATA NAVC DZCX OR 11KALL- 106 PFOVI AN j"1011MMA I a T" 00' U:%:T:ND TU T I D CONRgCT �K�I �7 . ..... -Do t qpl&t�l v! Ovner Signature -- - ----- - ---------- tUre ..... .... Contractor Signatur Date ---- --------- - ------ CITY OF 4&44&. Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time XM, Received PM Job dress Locality Owner's Name Contractor G2-4� BUILDING CCONCR�ETE ELECTRICAL PWMBING MECHANICAL Framing F- "11r0--Tn-9--�— I-� -- Rough El Air Cond,& F� Rough Wiring Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer D, Fire Place Pre Fab READY FOR INSPECTION A,M. Mon. Tues. Wed. Thurs. Friday .4,/ A.M. Inspection Made inal Inspection E-1 Ir'spector C C.,t ertificate of Occupancy E� Date CITY OF 4&*x& A"- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M- Received PM, Job Address Locality Owner's Name Contractor MECHANICAL 'Co & BUILDING CONCRETE ELECTRICAL PL M MECHANICAL Framing 7 Footing Rough Wiring E 0 Air Cond.& Re Roofing Slab Temp Pole E, Top Out — Heating Insulation Final E Sewer 5 Fire Place E Lintel Pre Fab READY FOR INSPECTION A,W Mon, Tues, Wed, Thurs, Friday Inspection Made �Pl 00��`Final Inspection Inspector Certificate of Occupancy Date PSR-W44 7873 DEPARTMENT OF 111MILOING - — 'ARM P IT INFORMATION to CITY OF ATLANICA"jW CATION INFORMATION ------- anthe L Rttd i viv tn? tmtsmg , 0*. e m Type; PLUMBING- P 't 'i t ATLANTIC BEACH, FLORIDA 32233 a Work: NEW LEGAL DESCRIPTION ----- 'Cong,tr.,', , Type: WOOD PRAME , Lot , Block-, Section: Proposed Use�: SINGLE FAMILY " Township,: RNG: 0 -el I I Code-, . 0i Subdivision:, Selva Linkside Value: imp rov Cost: $0 .00 Total Feet: �42-00 Arribunt Paid:" — Date Paid: 2/11/94 0ork D04o'� p 1,w-nbi ng in now h e TION APPLICATION FEES 9 413 on ;:,-"Address DR., 'RY ', ATER IMPACT FEE $0.00 LVO, IMPACT FEE 'ikl F L 0 RI D)(), $6.00 -00 OF: t Phi WATER MVTRR/TAP $0 .'00 P , 1481NO 100 � RA P AS-H. s. 1 V07-i�01;4(le RMATION E. 4 'Address., SEWER UP , It I I : , $0.00 I��ce n I se, K 0 HYDRAULIC SHARE $0 .00 4 SXC,'H' IMPACT, FEE $0.00 CONST" SURCHARGE $0 .00 p NbTES,� NOTICE ALLCONCRETE FORMSAND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTERDATE OF ISSUE MATERIAL,RUBBISH AND DEBRIS FROM THIS WORX MUST moT-sp-''PLACED IN PUBLIC SPACE,ANDMUST BE �';,bLEARO:UPAND HAULED AWAY BY E'ITHeA-CONTRACTOROR OWNER, ��"49FAWUAE TO COMPLY WITH�THE MECHANICSi LIEN.LAW CAN RESULT IN CIPERTY.OWNEWPAYING TWICtFOR-,8U1LQtNG IMPROVEMeNTS.91 iAICOORDING TO APPROVED PLANS WHICH ARE PART OF,THl PERMIT AND SUBJECT TO REVOCATION.,FOR-, f AP 0 PLICABLE PROVISIONS OF LAW. %AS,M-11 V TMENT )�TLANT BEACKBUILDING DEPAR 00000m 000000W 44P.00 14 71 ) By: am 19e17 "Owl CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /-,/ )e z- ------------------------------ PLUMBING CONTRACTOR:-DON HA M' PLLMIN(;p INC----------------------------------- LICENSE NUMBERS: C F C 0 19 19 4..... OWNER: -----------------Ift-9------------ BUILDING CONTRACTOR: ---------------------------- TYPE OF BUILDING: ------------------------------ SINKS SHOWERS ---- 7r--- LAVATORY WATER HEATERS 4.... ---------- __G�_-BATH TUBS _DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT (gef) - ,pzz 1-fl g------------------------------------- ------------- INSTALLATION OF PLUMBING AND FIXTURE I S -MUST Bi -IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-%It VI MAN CIAV PRI WING C14 C14 M W rd BMW of tommencement r-4 rX4 (PRXPARK IN DUPLICATIO To whom it may concern: .r4 > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 0 accordance with section 713.13 of the Florida Statutes, the following Irdormation Is stated in this NOTICE OF COMMENCEMENT. U rd Description of property f- ----------------------- 0 According to plat thereof recorded in plat book pages W ----------------------- ------- J 4J records of Duval County Florida. U) General description of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab ---------------------------- -------------------------------------------------------- -P Centex Real Estate Corporation r. Owner ---------------------------------------------------------------------------------------------------- .rq 0 6620 Soutbpoint Drive Suite 400 Jacksonville Florida 32216 04 Address ------------------------------------------------------------------------------------------------- 4 4J 0 Fee Simple 0 Owner's Interest in site of the improvement ---------------------------------------------------------------- U) 0 Fee Simple Title holder (if other than owner) ------------------------------ ------------------------------- C14 110 Name ------------------------------------------------------------------------------------------------------- rd Address -------------------------------------------------------------------------------------------------- same as owner Contractor ------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- 0 4JSurety (if any) --------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- 0 4J Name and address of any person making 2 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 Llenor's Notice as provided In Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ------------------------------—--—--- Z- - - --------------------- A '11�, 0 / 131 L-,:7 CITY OF ATLA14TIC P,7-man rrTINIT CAL,:,*ULATION SHEET Address 57 1 V4!--:, Date--,/ I - Heated Square Footage @ $ �,-L.00 -per sq ft = $ 453 , 1165- Garage/Shed $ per sq ft = $ 6�, 0176 Carport/Porch @ $ a _per sq ft = $ U D Deck @ $ 6 er sq ft = $ Patio @ $ �(-00 er sq ft = $ TOTAL VALUATION: $ -19 'Ll Ci 0 .0 $ TQt 1 VA1,uation ist $ e 7 $ C'Z) Remaining Value $ per thousa�-d or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ Fireplaces @ $15 .00 $ /S-1(00 $ C, BUILDING PERMIT FEE WATER IMPACT FEE s. SEWER IMPACT FEE $ ,F� WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP $ RADON (HRS) $ C -� ) RADON (CA $ SECTION H PAVING $ HYDRAULIC SHARES CROSS CONNECTION $ j 5 SURCHARGE .0050 $ OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New_Electric/Temp_;SwimmingPool Septic Tank__; Well_; Sign Finish Floor Elevation Survey Other- CALCULATIONS and/or NOTES: ILTRAT!ON F<EDUGlIQh CO�P0NL �ECTIOH KEQUIRLMENTS FOR EACH PRAWI[F LHEC� PRACTICE 31 6D6 ' I C0MPLY WlTH ALL INFILTRATlON ----------- ---------------------- '--------- ------ ----- ---------- Windowe 60o . 1 Maximum at 0 . 04 CFM Per 11neur fuut 01 ope"le oaak crack ( InVluden sliding plows duora ) . ---------- ---- --------------------------- ---- ---- ------------------ ----------- Exterior 6060 MaxLmum OF U .S [FM pe/ on , fL . of door arEa . sojid Adjacent- Do*ru core . wVVd PaneL . �nau1atwJ or ALaao dooro only ,, Exterior JuinLu 60u . l To bp n8u1knd , gaukete0 , w-ather !VriPpmd a/ oLher- & Cra�ko winn oeale6 , - ------------'- --- ----- ----- - - ----- ------- - -- ----------- - --------------- -- PKA[TICE U2 606 . 1 COMPLY WITH 1 ROC FILL 11 AAD THE ['OLLDWIN6 ! ExLs/ iof Wails 806 . 1 Top plate pene�rationo sealed . Infilt-ration ba. rlar & Floare 5o1. p1aLe/l-lomy jm/nt (aolLed or oosled � ----- ---- - - - -- - ---- - - --- ------- � Exterior wails 60V1 Penetrations , jointu and cracka on interior aurfaca caulkeJ , nea1+d or gaakotad . DuctWork 606 . 1 DucLwo. K 111 bt sealed , F1replucee 606 ' 1 Equiupeo with ouLaida o*mbusLion air , c!Voro OW flue dampe( � . Exhaust Fano 606 - 1 EquiPpOd with 0ampwrs ' Combuotiun onvices ae�- Combuution 606 ' 1 Combustion aPace and water heating sysLem* pr*vi,'JoJ MeaLinU with ouieide ccmbu�t1vn air , except d1recr van!', appliances ' to OTHER PRESCRIPTIVE MEASURES ( must bc mei or exceedod hy all rea1dencea WaLnr MeaLera b12 . 1 [mopLy u\in eirjoiuncy requirements in Table 64l . Switch ur cLeerly marked circurL breaker ( elo't) ic ) Cr cutV|t ( gas ) must 5e providgd . ExLernal or bu1iL- ln heat Kra , rmquired . ------------------------- -------------- ---------- --------------------------- --- Gwimming POOLS 612 . 1 Gpaa and hooked pools must hava covera ( excmpt 301ar & SpheaQJ ) ' Non-commarcial poule much have a Pux/p Limer . Gas spa & pool heaters must hava a minimum thermal �ffi�iun�y uY J6 percent , &huwer Meads 613 , 1 water flow mu"L pe reaLricted to no more Lhon 3 gal - iona pe / x/1nuio at wO P5IG ' Air Distribution 610 . l Ali suctw , fiL � ,njs , mechan/cul equipment and ulGnua Syatema chambers uhaIl hu mechanic/lly Itt,�hWd , oaaled , oc- ulated and instal1ed in accmrdence with the criteria ot Section bLO ' Ducts in uocnnditiunmd aLLic� muoL ba insulatod to a minimum of R-u ' Air hendlarN o|)all not be install-d in attics unless in mechanica1 cluSeL HVAC Cont/o!2 607 . 1 SeparaL� readily accessible manual or automatic thermoaLaL /ur each -- -- ----------------------------------- - -- -- - - ---- -- - ----------------- -- -- - insulation 604 . 1 6O4 . l Ceilinga minimum P 19 . [ommun Walla - Frame K-l1 or 602 . 1 [BS 03 bow, s �Jeo . Common ceiiinj & flooro R-11 . W" pa. �o/onV *1 iUmmun/tV A\ rur - ''` ^ - ` ` ` FLURI0A [NER`�Y EFFICIEN- Y i ME FOR BUILDI% iONTTRUCTI3N FDRM 6Oqui lJinA per for ma:ca M, thod PNOJECT MAAE - Lot �9 Smiva Lintnid | WUILDE� � CanLex AMD ADDRESS : M7 Linkoidm Dr | PERMZTTIN� ! CLIMATE . AL1*nt1c 6each , Fla . 1DFFICE : Atlantic Bea ZONE : 11 _; 2 ; _ � | OWNER . Cent*x | PERMTT NO , | JUhISDICTZUH N0 .2611OO CK 1 , New ConetrucLinn or addition l . Now Construction 2 . Oingln family detached or Multitan.i1y attached P . &inQs-Family 3 . Z1 Mulni(amily-No . Mf unito 4 . It Muloifamlly , is this a worst kaow ( YoaInO ) 5 . Conditioned flwu/ arem ( sq . ft . ) S ' 1323 '00 & . predominant eave overhang ( 1t . ) 10 7 . Porch ovmrhang 1nng1h ( |t . ) 7 . 0o S . GJase area and typel Single Pane Double Pone _ a . Clear Ma,s 8a . U -Osqft 171 '40sq[L b . Tint , film or solar MuYesn At . 0 -0wfi 0 .00004 9 . Fionr typy and insulaLion ' a ' Slab on grade ( R-Malue . perimoter ) 9a 'R= 0 .00 , 165 .00 it LO 'NeL WaLl type area and insulation : a ' ExLtr1or : 2 . Wood framu ( Invula\iwn P-uslue ) 10e-2 L , Adjacent : 2 . Wood frame ( Inaui6tion R-value ) 30b-2 R- 11 .00 , 11 .Cail1ng type area and insulaLinn � a ' Under attic ( Insulation R-xalue ) 11aX=30 .00 , 1523 '00s41'L____ 12 .Air distribution Syotema a . Duoto ( InsulaLimn + Lo"atiun ) 12a . R= 6 .,-')O . uncond 13 .Cuu1ing oyoLom lJ . Type ! Central A/C SEER : lD 'OD 14 'Heatin4 Sratem : 14 , TYpe : Heat Pumn HSPF : 6 .8O 15 .Hot water ayetem : 15 ' Type : Electric EF ; O 'R 16 .HoL WaLur Credits ' ( HR- HeaL RenVutry . 16 , DHP-Dedicated Heat Pump ) 17 . Infilt. ation praL tille ; l , 2 or 17 ' 16 .KVAC Credits ( [F-Cnilinq Fan , CV-[ ruao vont , 10 . CF MF-WhVlc'-! huuse ran , VO- A1Lic rod\mnt barTier . MZ-MulLi2ooa ) l9 .EPZ ( muoL out exceed 100 pointo ) 19 . 98 .S� a . Tot aL As-Built pointn 19a . 318M . 10 b . Total Base ooinLs 19L` ' 122M .80 I He7ebY certify Lhet the plan. mnj | Rmvimw or tho plana and opo(ificationa specific-sCivna covered by thio caloo | cuverbd by this calculation indlcaLe� laLion are in compliance with the | oompiiance with the Florida Enerqy Florida. Enwrqy Codlw . | [ode . 8eTor0 Construotiun IS CumplOLed | thio building will ne inopectmd tor PREPARED | r*mplian�e in accordanoe with %Kion DATE � | 053 .900 F '3 ' ' . I hersby cortifv that this buildinq is | in �umPliancw with the Florida Enernv | ' Code . ! OWNER/AGENT | BUILDING OFF ICIAL � DATELA �E � ` FLORlDA EWE�6� EFFICZENC\ [J['E FOr: PUlLDIN6 UHbTRU[7I0N NesiUenLial Whul: BuiKinO Pmrf*rmaoce H"Ou � N0RT> i PROJECT NAME ! Lot CO Sel:a LixkoidAUILDM ' [mnLex AND ��RE�� l5l7 Llnk�ide �r | PXRM[lTLN6 11 1IHATE Atlantic coach . Fla ' / oI�[ � ALianL1c 8ea | ZDNE : IIA . JU�I�DZ� ' � [FPE�MTT NO ' N0 �� 9OO ' - - CK l . New construction o/ addiLion ocLIon 2 . Single family detached or Multifam/ly attached 2 . SingLe-Family 0 . If Mulkifwoily-No . of unit`- K 4 ' If MulLiiamily , is this a worst ca�v ( yes/no ) 4 ' S . CunditMncd iluor area ( aq . ft ' ) 5 . 1523 .0O 6 ' PreOumln6nt eave over hang ( it ' > 6 ' 1 .00 7 , Porch u:6rhung langtk ( fh . ) 7 . O -OO 8 . Ulaoa area Snd 000 ^ Singln Pane Double Pane a . C1031 8a ' O 'Oeqft 171 .40sq1t b ' Tint , film or solar screen 8h . D 'OaOrt 1 ' Fluor Lvpc and insulation : a ' 51ab on grade ( R-value ` yerimoLer ) 9a .R= 0 .00 , 160 .00 tt 1O .Net Wall Lyps area and 1nsuLaLiun - a . Exterior � 2 ' Wood 1rame iInaulatzun p-value ) lJa-2 P=1l .00 , ll32 .00aq1t ____ b . AdJaoenL ' 2 . Wood frame ( In*uluLiun R-vaLun ) 100-2 K=11 .00 , 11 .La1ling typo area and lnsulaLvun � a . Under a0tiG ( insulation K-va]uc ) 1503 .00eofL____ 12 Air distribution aysLwma o . Duow ( Insulatiun + Lm�aniun12a . R= 0 '()0 ' uncond ____ 13 '( 001in0 sysLsm l3 . Type ; Central A/C SEER , 10 , 00 14 .Heating 5vstwM 14 ' Type � Heat Pump H5['F : A .8d 15 .Hot water oysLem � 15 . Type : Electric M O .60 16 Hot Waier Lredits HR-KeaL Roc *ver � ` DHP-Dedivated Heat Pump } 17 ' I011LisLiun practice . l , 2 or 17 . 2 18 'wAC C/ edita ( uF-[eiLinQ Fan , CV-C,00a var.L , is . HF-Whole houoe ian , RXALLic radiant barrier . MZ-Mult1100e ) /9 'ERI ( musL not exceed 100 pointo ) 19 . a . Total Aa-8ui1t pnint:�; 196 . b . ToLal 6a se po 1nta 190 ' S2256 .�O I Hereby certify that the plana and | Revluw of thu plana and apeoification� cpecificdtiuns uovered by this caico- ! covered by Lhio culculution jndioaLe,_'; luLiun are in cumpl1ance with the | compliance with the Fl"rido En*rgy ` F1urida Ennrwy Code . | Cude . More construUiiun il COo/pM �d | this building will be inspected |ur PREPARED -z^�'� { r*mpiianom in scocrdance with Lio/` ' I hereby certifY that this building jo | in complyunce with the Florida EnAr0y | OWNER ! BUILDING OFFI[IAL : 0ATE � | DATE � ______________ ; Kfrii ph , vit , 1 1 top ; ii4d T ! " 11 I KTo Ti i , v w v v i v i i tyi s t � A 4 v yj*,l 4 fy v c ri v v t v A A T4 Y*4 to & r v4 4 ***4 s 4 BACE A5- PUILT GLASS- WEN AREA Wpm POINTS lypc �C oRION AREA x spm x SOF FOINY, NE 20 .00 05 .9 1412 o GBL L A. i is CL "0 57 . 7 n E D� .00 65 & 21W .6 LMJ ULK: 2 ? .Q 71 .7 .9q 2iln � 0L . 1 SE W .00 65 , 5 DHK, CLk ST 12 ,0 701 6 11 . ml 05 .6 153q . v ORI cm T, t 1 . 7 &Q � � 7 01 0["',I" ( I ll-,� IL ? 66 ,2 .9i w 72 .00 W6 q7W .6 GEL Q �� (.4 15 .0 79 . 7 . 95 130 e- 5, 01 15 �0 70 . 7 0q j 132 il� 42 ,0 79 .7 .95 3171 . 7 rl FLOOR TOTAL QLASb Wj , KUWS ADJ GLASS GLA2 C- T 0 1 N T 7 0 1 N T,��, . 15 IW0 . 00 171 . 40 NON GLAW -- AREA x BSPM POINTS TWU R VALUE AREA SPM POINT,- EXL 1132 ,0 . 9 1018 .F QXL wood Flamp 11 .0 11320 1 . 70 Ajj 125 .0 87 .5 AdA Ww"; Krwh, 11 .0 125 .0 .70 67 , �i Ex! 2L .0 6 � 1 12b . 1 Fx! 1nouidiv-1 21 .0 4 , 10 W , l CEILINGS - un 010 . �ib lbs & - 27 ,0 -1105 .0 k 0-on 01 "d 10S .0 -41 . 20 09 , !NFTLTRATION 1SW0 8 .0 10184 .0 SX0 12 101 TOTAL SUMMER PGINY-� x GOOLINQ TWAL CAP W ! x �YSTEM CREDIT WOLIN,- ",")k f M U L f ID I-)I N T Q FRATIO PIUL F MUL T MULT POI N?-��. B ,W5 .01 20 . 150 .7i i ,00 KWo ~ �INT[� CALCUL�TI0�� **ill* "*v»l � AS-BUILT === �LAS�---------------- | POINTS | TYPE �C ORIEM AALA x WPM x WOF ---- ------- ----- -- ----- -- --- - - -------- -- ----- - -------- ------------ ----- N[ 22 '00 FOL LK! NE 22 '0 4 .6 1 . l6 ll7 . l ' -317 .2 | DBL CLQ E 23 .0 -9 .2 .84 ' DBL ; LR E 4 .0 -9 .2 .64 SE 2� .01 - 1O -6 -233 .2 � 00L CLR SE 220 -22 . 7 .93 S 23 . 40 -lD .6 DSL CLk 5 11 .7 -28 .4 .96 -318 . 1 . 11 7 -28 . 4 .16 -31G . 9 ` W 72 'DO - l� '6 -76- '2 | UBL CLR W 15 .0 -9 '2 .84 -116 .4 ' DBL CL� W I4 .0 - 0 .2 '84 W 9 '2 '04 32Vq `------------------ --- ----- --------- - --- --- ---------- --- ----------- --' -- -- T ,)TAL GL A05 = 00J . s GLAon = ADJ GLASS | OLAZ AKEA F )CV0 POINT& | POlNT� . �5 1 ` S23XO 4 ,789 .9l NON GLA��------- - --- ! AREA x C.WPM = FOINIn TYPE 17 WPM = F0INK, -` - ------- ----------------------- -------- - ---- -- '--- -------- ---------------- WALLS---- ------------ | 2 .2 2490 - 4 ! LxL WvOd Frame 11 .0 1132 .0 O ' 7O 123 -O 3 .6 450 '0 | Adj Wood Fwme 1I .0 1Z3 -O 3 '00 150 'O / DOO��- -------------- | ExC 2l0 12 . 3 258 '3 | [xC Insulated 21 '0 0 '40 176 '4 CVlLIN6S--- ------- --- | UA 15L3 '0 l .2 1827 .6 30 .0 \523 '0 1 .20 1827 .6 ' FL00R5------- -------- | Slb i6s .0 9 .5 1466 . 5 .0 105 '0 18 .80 3l02 .J lNFZLTRATZON--------- | 1023 '0 7 '4 11270 .0 | Frwcl /�e W2 1523 '0 7 .40 TOTAL WINTER POINTS | l� .224 'e� TOTAL x SYSTEM = HEATING | ! DIAL x CAP x OUCT x GY�TEM x [=DI[ = H[ATIA� WIN PTO MiLT POINTS | C(IMPo"! NA ! 10 MULT MULT MULT POINF� l3 ,3�3 .43 '5S 8 , 438 '89 | 19 ,224 '6 ) 1 .00 i .370 .SOO l 'ODO 10 ,18� 0- h' T ;f T Mjl**14 tvfi ffi * tV444 I tit* 1 4 v t t V4 w "m t 0 T* uVA I v t t*143 *11**14 1441*M T 14 1 f GASE AT-BUILT KIM 0 F x VWLT TOIAL 1 MM WINE EF TANK x MULT x CREDIT MTV_ SL ORW_ R A T 3003 .0 1S .212 . 00 3503 ,0 L .00 '71 GASE AS BUILT c(001- 1 i X 1 WAT iM Flo f 41ME5 101 Q i PIG L r",f'I i i G F W)'T nil 1 N y S, POINTo 101nin MINTS MIMS POINTS PO 1 N V: 15212 .0 15212 . 0 WOO LAI i ktt ? j v Lij-, 1 Lit, L&A T ON i ty.1 N� Q A Y2 FLAY MW C DAT A FILE _01TIM 1 C 1 46 UY A X -C -A - i'�j i.j i, j ?!:fKfH V -ITY, MUM SKAIAX Q Tio QW&M CondMoned Floor Aral 1523 M' C"siqn Conditwns.� CwgraphIOLL Location 1 viorida 1 jacksunvilie - -- - --- - - - - - -- North LaLiwde E i ova 1 1 an iv q L I 1"t Above sna Leve .1 Oundoor Winl.wi Dry Bulb 1z Deg 1 MOO 1 Winter Dry PU 1 b 70 F w j n c r Actual Tamp &ift 30 My F-, w i n a r on , ont , ( wTd ) 40 wq Outdoor wismor Dry RUP') OuLdw, Summer Wet Bu HL, UnWoov bumme 1, pium 1 d 1 ty Rat i a 2 Moor Summay Reinitivo Humijit� indoor SUMMel DeSign GVOLVIS I ndow vurmmor Dry Gul'_� injuav summur w6v ouib F Q b4 GrM_, Summer 0011V Kong'? ocy . F L �nmwer ( An Lus 1 ) Tamp Di f 5ummer ( Usec Sai ; TompKiT i ofd COOLMH TAMMARY OUBTOTM_ 22v � L ,05 0NMURE nENSIOLF 0 0 C T M 4190 .&D H VENT 15103M JEMP .5WINQ A 5 DEG . 1 .0 1 Q CUPANT/APPL TANCE. 3600 .0,-) DUCT LOS,,,, jin .05 MUCT GAIN 2170 .&� TOTAL LOSS/BTUPA OV057 . 10 JOTAL SENVISLE 23879 .2,) AGIAL LATENT' sms .0VROM fTR : OVERMIL P nol :J1 ACTUAK F 20% OVERSM sb."O . s� nw . 1 10% OVERSIZE : s EQuMMkif S"LECTION HTG 1HPUT AEN" TBLE LATFNT M('�_ T 1 T AI!_ _T 0 - --- - - - ---- --------- - ^ � TYPL IUsid, Shade Arco LoW/Stuh 6a1n/Ptuh GL A � � - ----------- --- - --- ------- --- ------- ------ -------- ---- ----- - - -- �uuLh �uubla Clr Dr�pe�/B1inJS � 1 � . 7O �39 '3� �� 0 Duu�lo [lr Drup6s /Blinda l 11 ' 7O J19 ' 3O 50 caoL Dsublm CV r Drapyu/Glindo L 28 '00 8I2 .00 1206 .07'' CaoL DOu51e [lr Drawu/Slinda 1 4 '00 116 .00 ls4 .00 Northeawu Double Cir Drapes/Blinds l 2203 638 '00 706 .00 &outheaot poubiw Ar orapew/Blinda 1 22 .00 635 .00 902 .0O i4nsL buuble Cir Drapes/Blind" l 15 ^00 415 .00 690 .0� Weat DoubV Cir Drapen/Bl1odu 1 15 '00 435 '00 640 .OD West DouDle Clr Mdpea/BlinM 1 42 '00 1238 '00 19�Z '0O in! ilQatimn WiUer Utm 26 .7] ) x 171 . 15 92M M, Infiltra��on � �umm�r HLm ( 6 .9S ) x l71 .4,,",, 1196 .37 to l7l .40 9�w4 .g2 8l9 37 R-�aloo �rLocs/BLuh Qain/QLuh ` WA L L �--- ---- --- --- -- --- ---- ----- - '---------------------------------- Wuud Md - ExL . 1l lK 0� 4075 .20 2030 '0O �oVd G�u� - Adj - ll 12� 'DO 45O .0D 212 "Y"'. -- ---- -- ----- - -- ------- - IUBTOTOLS : 1257 .0D 4525 .20 joy� .5U DO 0 k Q- -- ' ----- -- - - -' '- -- - - - ---- - --' -- ------ - -- -------------------- ----- lnsulaLed [*re/MutaL - ExLU071 . 70 InIzltrstiun MInLmr Htm( 2b . 73 ) x - 1 .00 0 3 . �3 Lnfiltration : Summer Htm( 6 . 90 SV8TOTAL� : 0O 97S .D3 2S5 .7S CL I L I N 6 2,--------- --- -- -- - ---- -- -''----- - - ----------------------------- Unom' AtLic 10 MA .00 1979 '90 2436 .0,,- slab on 1,65 .00 LIn 'Ft , 3346 .00 OOO .DO � TOTAL STAU{TUR[ 5EN5IBLE * ---- --------- - - --- 217O� .4� ---------- ---- -` --- ------ '---- ------ -- ---------------------`-- --- -------- ---- � FLOODP"XU DRYCLOPNICXT XMFORMATION Type of Developments Flood Zone 3 RequIred Lowest Flocw Klevatims Xf building In located within a flood hazard zone, a survei must be made, AF TUC MAD HAS MM POURED$ cwrtifying that the LOWEST FLOOR ELEVATZON in equal to or abovo the basm flood elevation astablimbed for tkat zonoo no final Inspection will be vm1e and no oartAX-loate of occupancy will be Issued mt1l, the uwv*y to an "Stie, with the Building Department. COMMENTSs Applicant Acknowledgaiments 2 understand that the Issuance of thin permit Am cpoatIngent upon the - above Information being correct and that the plans mind au *Ang date have We or Kholl be provided as required. Z agree to comply with OIL applicable provisions of OrdLuencie 20* 25-7-11 an *1<12.other or ordinances affecting the PrOP0100d dt"l 3-A a '7 1 'a Signature- ---------- Date_ -- ipplIcant, 4 J ------------ -------- Department Us* Required Lowest Floor, elevation ----------- As Built Lowest F100V ZI41`vG"0O -- ------------- survey Filed with Building Department --- nt Representative page 3 TRUE TRUSSx INC. 1041 1 Alta Orive Jacksonville, Florida 32226 TRUE TRUSS (904) 757-7500 FAX (904) 757-7336 April 2 , 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1 . ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2 . ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets Wind Speed Requirements up to 110 mph. 4 . ) "Ll' or 'ITT' Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the Trusses being installed on a specific job. If in doubt as to the Application of these Specification's, contact True Truss, Inc. at (904) 757-7500. — QUALITY TRUSSES AT AFFORDABLE PRICES — TRUSS SPECIFICATIONS FOR Master The numbers listed below are a list of truss specifications for the project named above. These specifications are attached 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 211-1-23. 13190 1 of 2 10/611992 "N' 13190 2 of 2 10/6/1992_, 0 '0 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SMALL BE 114STALLED SVM14E7AICALLV 014 91 THIS DESIGf$ IS APPLICABLE TO SHORIER SPAN TRUSSES OF 131 0' INOICA7ES LATERAL BAACI1JG MEMBER (IYA WIN.) SPECIES. AND MAXIMUM MOISTURE COH7EUT. OR SUCH THAT THE JOINT. IOEHIICAL tOADINQ AnD Car4FIGLORATION 141 11157ALLATION AND EAEC11014 OF THE TRUSS. PERMANENT. AJID IS OF HIGHER ALLOWABLE STRESS VALUES. AIL VALUES USED 6) TOP CHOSE)SPLICES ARE NOT RECOM14E"DED TO OCCUR 10) THE TOP CHORD SMALL BE LATERALLY A,RAC[3 EITHER 8,3/Bo 1EMPOPARV BRACING SHOULD BE Drf4E IN ACCOFIDANCE WITH FOR DESIGN ARE BASED ON IfIE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOSE)SPLICE. (MIN.) SHEATHING DR BRACING MEMBERS SPALLO AT 3-0' O.C. CUP44ENT TPI SPACING AND CHELTION PUBLICATIONS. TIOuAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS,- UBC 23A2. FmA ICS 2014. SBCC (MAX.). 151 THIS DESIGN CONFORMS To Ct94KfJI 7PI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. U51. BOCA FILE 06-126 11) THE BOTTOM CHORD SHALL BE LATERALLY 8;4ALED EITHER BY TIO14S FDA METAL PLATE CONNECTED WOOD IRUSSES AP43 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADDIG SHOWN 1/2'(MIN.) DRYWALL OR BRACING 14EMSEPS SPACED AT 10-0- GUALIIV STANDARDS FDA TRUSSES. 3) CONIAEC70A PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATIO14 AND USE SHALL C014FORM 0 C (MAX.). 16) 140 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN A14Y WAY. 4, COPRAECIOR PLAIE SIZES ARE GIVEN 90 DEG. AXIS BY 0 DEB. WITH THIS DESIGN 12) AXIS IVER BY "ORIZ I. E2 11ADICAIES BEARItIO LOCATION -Odd Web Length Maximum deflection occurred at bottom joint #5. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR. *-Plate turned 90 deg. Maximum Live Load Deflection of .19% Index-.335. (L/1072) -PLATE TUUTH VALUE REDUCED BY 15%. FP-Typical Panel Maximum Total Load Deflection of .261". Index-,307. (L/781) -HOSIZ. STRONGBACKS PER PCT-80 SEC.TION 800 REG. Total quantity of trusses - I 110 PLF 0) M M X X X X X X X X to In to U") U-) LL 14' In rn M M M X X X X X X X to M In M (n X R=1016 R=1016 (3.5) [3.51 16-11-12 TP-29.5" 10 PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left- to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 DT 0 2309 3560 4110 3926 3023 1359 CLARY A Divillion of PLATE TYPE: O`.C. SPACING LOADING IPSF) TC LUMBER 2-4x2 #2 Ds SP DESCRIPTION ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 16*11-3/4' GARAGE HEADER ws- 01 tool S. GREAT SOUTHWEST PKWY. 5.0 LL TCJO OC LU16ER 1-4x2 #2 Ds SP ENG. FOR: ENG BY: GRAND PRAIRIE. TX 75051 DL TC 0 TRUE TRUSS INC. SOURCE Program (2141 560-3940 PLATE LL BC 5 WEBS 4x2 #3 SP ![ . - 568 51 33% OL PROJECT: OATF66 MEMBER TRUSS PLATE INSTITUTE 70T 5 EXCEPT AS MAY BE NOTED 14ASTER - OCT 1992 sc'fh 11 LUMBER SHALL BE OF ]HE SPECIFIED MINIMUM GRADES. 51 CONIJECTOR PLATES SHALL BE 114STALLED S�MNETPICALLV ON 9) THIS DESIGN IS APPLICABLE TO SHOR1EA SPAN TPUSSES OF t31 -Or' INDICATES LATERAL GRACItIG MEMBER (txA wIH.) SPECIES. AND MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. JDEHIICAL LOADING A11D CONFIGURATIC04. 14) IHSTALLATIGN AND ERECTION OF THE TRISS. PERMANENT. AND Is GF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED fil TOP CHORD SPLICES AM NOT FIECOM14ENDED TO OCCUR 10) THE TOP CHORD SHALL BE LAIEPALLV BRACED EITHER&V 3/0- TEMPORARY"ACIN6 SHOULD Of DONE 114 ACCORDANCE WITH F OP,DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. (MIMA SHEAI�IHG OR BRACING MEMBERS SPACED AT 30� D.C. CURRENT IPI BRACIIAG MAD ERECTION PLVAtICATIONS. 7IONA DESIr L N STA14DARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: U&C 2342. FhA TCII 2014. SBCC (MAX�j -151 THIS DESIGN COWORM5 10 CURRENT TPI DESIGN SPECIFICA- F ORES I PRODUCTS AS SOCIATION. 7251. BOCA FrLE 86-125 11) THE BOTTOM CHGAG 5HALL BE LATERALLY BRACED EITHER BY 1101.5 FOR METAL PLATE COI.JECTEO MOM TRUSSES AND 21 THIS U SI W IS BASED 014 CLARY CC*84ECTOA PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 1/2*(MIN.) ORY01ALL OR&PACING MENbEAS SPACED ALT 30'-0' QUALITY STANDARDS FOR TRUSSES. 31 CUANECTOR PLATES SIZES APE BASED ON AXIAL FORCES&&Y. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM 0 C (MAX.). IS) 840 MEMBER OF THE IFAJSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 C0j,,E CTOR PLATE SIZES APE GIVEN 90 DEG. AXIS By 0 DEG. WITH THIS DESIGN 12) B2 11101CATES BEAR1110 LOCATION. AXIS IVES 91 hOPIZ )- ==O-= -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONFIGURATION G LOADING SPECIFIED BY FABRICATOR. *-Plate turned 90 deg. Maximum Live Load Deflection of .234% Index-.414. (L/871) -PLATE TOOM VALUE REDUCED BY 15%. rP-Typical Panel Maximum Total Load Deflection of .322". Index-.379, (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 RED. Total quantity of trusses - I 175 PLF TK 01 tr) to In M If) M Lr) in to in X X X X X >C >< X X X I< X to r1i In CU L0 CU In CU in rLj w) (it to R H _F� El I 1<1 14" C11 to to 0 X X X X X X tn to in In In U-) to Ln X R=1568 A u-) R=1568 (3.5) 13.5) 16-11-12 TP-31" PLF "HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280- -22BO -5182 -5182 -5617 -6617 -B617 -6617 -5182 -5182 -2280 -2280 ESS -1533 2553 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 545 -1088 -219 1529 -1975 - -249 2653 -1533 OT 0 3915 6083 6798 6083 3916 0 CLARY A Division of PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER2-4x2 02 Ds SP DESCRIPTION ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 15*11-3/4* GARAGE HEADER A 1801 S. GREAT SOU7HWEST PKWY. LL TCIO OC LU1111ER2-4x2 02 Ds SP ENG. FORL ENG BY: 0 GRANO PRAIRIE. TX 75051 5.0 DL TC 0 1214) 660-3940 PLATE AREA: FOR 51i TRUE TRUSS INC. SOURCE Program LL BC 5 WEBS 4x2 #3 SP -.4 1122 si 33% DL PROJECT: DAIFdr MEMBER TRUSS PLATE INSTITUTE 70T L 5 EXCEPT AS MAY BE NOTED MASTER - OCT 1992 scl-h 13 Imild UJI-iii ill AW,v iji-j JS4 311 10 jo HIM S16 IM JS4 )VII Its-1 �'Nf% viltv fly1`1 I\A-d�j :AS ON3 AHVII ,, JU 31 w NOUMUDC911:103 AldW-13 1 Q3H33KI9K3 vamm 39 ju/\31.11 OOOZ-A 10020 01V-11 11V130 33VSB 1. jVKQIIdg 10311,41,13SM 33B WIMI'll U 91WIVOI )-tl"'3y',S 1.1111 ilyw ;Nollvvn9lmQ3 lV1113V INV /-A�10 7; A576 ull VION01,53=81 30 OmInds MjIIVM4 SSMIS INV ONIMI SNOIIV301 INV $3116 3IVjJ SNIXVVQ 03833NION] 333 jo 33UNI ale PZ 83093N 838 1XZ G-8 N01133S Z-D J1 W3 V,4 'a a M 17>c 0 "HOM WHROVILLV HMIM tmmm .0 Hum UHU"n HILL HVILL .Llqds Ou 1033VU9 DHI Su am HILL J Mjj fj Z10 :,IQVZD tMU14n H14VS EULL HU qqVIIS HOVHU HILL * 0010 119 .Lv 6`11VN NOUM 001# ILLIA HDVZIU 1Dvj.Lv 09-9NOlinas N1 NWIS 9V MiSn 90 AW RM11 vxz v Envilu qvzmj.vl WILDNIS v J-0 fmiq N1 IIIA"I m top.) A1.1 Ill(I PK'fr.IVU Ill-A 19 IVV'j 411% At"'i wpwml Onfulf IV r Ierjudi Ar)(310 Still HWA 9 Ro.0 10 lilt 11)*113 it Sri -Ull jD$jj$f,,Will!,(So I Mil 30 YMOMW 1011MVISTIS NOMMi IAJ -!Irl 111.11Y)i Itw.-11"43Y.Y111 smout trii vi-wrim Pervixi .091 flw.1Ajjalr4wjf..Zj Moo;"Ifilawi flit It'll OW045f(I HIM Ir"I 1.1'sfilit!",(: It.;,%livid Ill((11f.ft.:)Jk 4T'I"fic,0j,".'R I tP.P.t)Split 4? I Ivor;(""I I:)rpm Jim]m lit Vs 99 1111 rA,I; V4 11%-ItO V.IWII 14"1 1%Naito of�6`11011M I Ill f Of(KI fxvrfl 3)9%, t%OZ st,11 I'll ZI Qlqn S*IjQnfWl (V'MJIV IOA*.A,! 17%1,171. N( �R(I INI 1111w Tv!A"l 1 1 3.411 .ZIA PIM11 111:1, I .le 1 UU11'Itir"Mov k I I I )VOP,1 301-4.1 IV 1111^104i 11).".3 11%"Ill"1019 I IMI I Afr;"0 MIMS v IMMIT A1131kill! 71;il;j folill,N)1:fly)1—1, VK-Al off',I.", )JI I'll) IIWA rirmho)),py off It"?IS AfItl0kit'l 1,1 3EARIIIIIIII(Mor4GAIWIVIN IWMIKPOW1 1111 101 W13111 01 (JIMWARIIJ11 Of My S1311,11 OWN.,'ifli"i (,I ,*, "I I- '1':'tA`.�(01 J.� ?1, 1 It t3 P".1 if,',I Jolly 14PPIM1.4 ScIlloill Wf!JOPOO)"11111VIA111111VISIS its My�"Jqovql"INK" 11VIll P-1 Wil KRIS 110 P0100)11IMSM iv,I'U,VVJ Otol SLI11-if If,:IV "ItIff sillo"Wra it$ IwY1kwSfIFxSrjS*4I16 skivivi el"Ciff"I'll appilds Vol fu If$ 4trits 1:116.111" SHOM IVWINJO 101 ALL TEIIS!Qll,C-M MEMBERS &55'-'-ED To BE C0111114"J.5L 11 LU*IE. SHALL BE OF THE 5PECIFIED Mlltlw-"G-ADES. 51 ColmiECTOQ PL-OTES SHALL BE 11151ALLED S.104ET.ICALL, 011 Cc I la� 111DIC.IES LATERAL B-IC114-EkKa li-A.111.) f TKA 3 6' J*qjfll PLWOOO%CAIMItAl 1,*2' 14) IIISTALLATIC41 AllO EQECISC41 OF THE TRUSS PEAHlE--T. -r S�E:IES AD 19%M'.1 ISTL.F COATE141. OR Slu" TWAT THE JOINT, B 0 a I .:A c A). I A I MCI ' L ALL VALUES USED 6, lop CmW SPLICES ARE toot PECOM14ENDEO TO OCCUR ININ) OP'."ALL OR BRACING MEMBERS SPACED 10' a' � M EMPDPAft 90 Ct"r SHOULD BE 0019 14 ACjOPG.NC6 -IT. S Of HI WP ALLOWAIR. I A UES UML ,0. E 94 ED ElJSTHESL a ESS NOTED QIHEPwlSE. CURRENT tAl BRACING AM ERECTION PUBLICATIONS. DESIC443AP S AIEST EDITION OF THE HA- IRE C TLY Aag%t A BOTTOM CHORD SPLICE. CHORD MEMBERS ASSUMED to K CoNTINuOUS0131 THIS DESIGN CDIFDF46 TO CURRENT IPI DESIGN SKCIFICA- T I DUAL MS 6#4 ST AICARDS PUBLISmED BY THE HATIOrj&L 7) V-2000EAPPPOVAL HUMBER&I V9C 2342. FnA TC5 2014. 5OCC III ALL,COMFIRESSION S -12 ERA ED BY El HER 3118, INDIA PLVWD0O SHEATHING 1/2' 1 IONSFDR,HEIAL PLATE CONNECTED NOW TRUSSES AND FORE T PRODUCTS ASSOCIATION. '251. OCA FILE 66 3 C 2� THIS DESjGfj IS BASED 014 CLAQ( COlajECTOQ PLATES OILY. a) THIS ToliSS HAS BEEN DESIGNED FOR THE LOAOIl*SHOWN (MIN.) OQ#WALL OR BRAC1116 MEMBERS SPACED AT 3G* 0, . 16, QUALI Y S ANDAMUS OR TRUSSES. C ON THIS DRAWING. IUSTALLATION A10 USE SHALL CONFORM fMAXI. UNLESS H07ED OTHERWISE. No MEMBER OF THE TRUSS SM" SCE CUlAOQ MODIFIED IN ANY WAV. I S A S 171 SPECIAL MAJWNB CAPE OLL BE I kEN DLIAII40 SHIPPING AMC 31 CCXSIEEIOA PLATES SIIE RE BASED 014 AYILL FORCES 01&�. 12) INDICATE KAR1140 LOCATION. 4 ot a iEC 1 00 PLA,E SIZES APE CALLED WJT WIDTH IACMOSS SLOTSI WITH THIS DESIGN I E. LENGTH me THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SnOPIEP SPAN TRUSSES OF EPEC 10it OF T"SES SEE nIG-11 FOR PECOjotNDAT30HS SIZE C.11 1ZLIO'll S"LloElpsil e L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: STANDARD BUILDING (SOCCI 1991) MAX. WEB WIND SPEED: ilO MPH SIZE/GRADE LENGTH MEAN ROOF HEIGHT: 301 L-BRACE (SEE TABLE) 2X4 #3 SP 66961 GABLE NOTES: THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND 2X4 WEB 2X4 #2 N SP 85501 MAXIMUM HEIGHT AS SHOWN. 2X6 #2 N SP 10'31' LOADING ASSUMES A TRUSS SPACED 2411 FROM ONE FACE OF GABLE AND MAXIMUM OVERHANG PAST GABLE OF 16" OPPOSITE FACE. TOP EDGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY SECTION A-A OTHERS. BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/01APHRAM FOR 218 PLF 14AXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT 311, TYP. LOADING. FIELD CONNECTIONS BY OTHERS. "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 31711 IN 241, D.C., TYP. LENGTH. SEE L-BRACE TABLE FOR SIZE/GRADE OF BRACE. ATTACH BRACE TO EDGE OF WEB WITH 16d COMMON NAILS SPACED AT 3's D.C. lay (SEE SECTION A-A). BRACE LENGTH MAY BE 611 SHORTER THAN WEB LENGTH, MAXIMUM. 12 VA 12,MAX. NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10'10" MAX. IL 01. S;4 IC ID( 3X5 VIA TYP. 3X5 L-BRACE ON WEBS LONGER THAN 31711, TYP. (SEE TABLE) 24", MAX. %\01itlill!)I \v) 0046138 TRUSS MUST HAVE CONTINUOUS BEARING. A EST CLARY!DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: A IL ALPINE ENGINEERED PRODUCTS Inc V-2000 LL TC 30 2X4 02 N SP ENS. FOR: TRUE TRUSS 180 1 S SSW PKWY. SC LUMBER PROJECT: DATE: 31 Mar 1993 GRANO kAIRIE. TX 75051 7.1 DL TC 15 0,7 2X4 #2 N SP LAYOUT 10. OF 42 t4) 660-3940 _PClTE_lAEX_- 9_TRC_. F0W_STI7 LL SC 0 WEBS DL BC 1 0 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 60 TOTAL 55,.-47 EXCEPT AS MAY BE NOTED HAT DETAILS HAT NOTES: TC LUI-IBEP: 2X4 #2 SP A. BRACE FLAT TOP OF SUPPORT TRUSS WITH: -2X4 CONT1,#"JS LATERAL BRACIIIG. AT BC LUI-IBER: 2X4 #2 SP 24' O.C. SPAC1,IG. ATTACHED TO TOP 12 SIDE OF TOP CHORD WITH 2-16d 14ALS IN EACH TRUSS. OR WEBS: 2X4 *3 SP SX5 4X4 CONT1,1UO0JS LATERAL BPAC14G. AT 2 TO 12 3Xc: 24' O.C_ ATTACHED TO BOTTOM SIDE OF TOP CHORD VATH 2-16d NALS 11 5X5 EACH TRUSS. BOTTOM CHORD OF HAT TRUSS MUST PEST DIRECTLY 014 TOP CHORD OF SUPPORT TRUSS (NO GAPI -SECURE ENDS OF LATERAL BRAC14G TO 3X5 VERTICAL WEB A SIJTABLE SUPPORT. SEE I IOTE C. -SUPPORT TRUSS MUST BE AHALYZED FOR 24" O.C. TOP CHORD BPAC14G. SEE GEIIEPAL NOTE 1. x < B. SECURE HAT 14 PLU11B POSITKXJ A1,ID 1: ALIGI IT WITH SUPPORT TRUSS BELOW A A I BEFOPE APPLYING FOOF 91EATRIG. C. VERTICAL WEB: 4-0 Q. HAX. +-2-0-" -SPAC14G IS 4'0' O.C..MAX- -WEBS LONGER THAN 79' PEfX4RE BRACtIG: -OIJE POW OF IX4 *2 SPB OP BTR. COMMOUS LATEPAL BPACIIIG ATTACHED MTH 2-8d COI-1401414ALS -2X3. TYP. PEP TPUSS. OP. 3X5 -IX4 #2 SPB T-BPACE. SAME LEIIGTH AS VEPTICAL WEB. ATTACHED . . . . ... .. . ,,"i I 8J COI-11"I If/-.LS AT 6- 0.,- D. ATTACH HAT TO SUPPORT TRUSS Mi� 13- LENGTH GUSSETS. EACH FACE. SPACED AT T\\ 4*0' O.C_ 11AX.. I-11,IU11 HEIGHT Or- GUSSET SHALL GO FPOII TOP OF HAT'S BOTTOM CHOPD TO BOTTO11 OF SUFFOPT GUSSETS. SEE 140TE D. TPUSS' TOP CHORD. GUSSETS SHA-LL BE L/2- APA, RATED 32/16 EXPOSURE I PLYWOOD. OP SUPPOPT TRIX5S AC14G FOP SUPPORT. SEE NOTE A. 7/16' APA STPUCTUF.AL RATED OSB. ATTACHED TO EACH FACE WITH 8d COI-11014 MILS AT 6' O.C. THROUGHOUT. E. BULDIIIG TYPE: EIICLOSED PESIDENTIAL -DESIGII CODE - STA1,1DAPD BULDOIG(P-88) -WRID SPEED - 10 MPH +1EAN HEIGHT - 31 FEET A Mel/ 4-(,-IW3 .4,F A' 'ENERAL NOTES: TO THIS DESIGN 15 AlPPLICAIL9 TO*MORTEN SPAN INUG!Wn Or IDENTICAL LOADIN11 TC LL PSF JOB: 15830 AND PAQPO41 041L CONFIGURATION. 30 11 LUNDE SNALL BE OF THE SPECIFIED IIIHINTRI GA DES. SPECIES. AND 19X MAXIMUM 101 ALL TENSIONICHM MNKM ALSSUIMEO.TO SE CONTINUMISLY SPACED 01 EITHER HDISTU CONTENT. an SUCH INA 1 13 Of mIGNERAILLOWASLIE STRESS VALUES.ALL 310' (111141 PLVvOOO TRIMMING. 1/2, 041#4 DRYWALL 00 SPACING MEMBERS E 23 MAR 1993 DESIGN VALUES USED ARE IIASED ON THE LATEST EDIIIO"OF THE NATIONAL DESIGN SPAM 10'0*f.t.0". UNLESS NO ED SIMEON ISE. TC DL 7 OR 15 PSF DAT ARY SPECIFICATION FOR 0000 CONSTRUCTION by THE NATIONAL FOREST PROOMYS ARAM. III ALL COMPRESSION MORD WRITERS ASSUMED to I a 0 12' WIN K cam'""Ou"$"ACED BY Ell""N BC OL 10 PSF DRW I OF I T"IS DESIGN I S INSED ON CLARY CONMECTOP PLATES ONLY. 3/9 04IN-1 PLYND'S SKA'MIM I -) DRYWALL OR SPACING SZOEMS IS CONNECIOR PLATES SIZES ARE OASED ON AXIAL FORMS ONLY� SPACED A? 16'O.C. Will, UNLESS NOTED OTHERWISE. Cc-L.j�1.1...1 A101- AT CONNECTOR PL A TE SIZES ARE CALLED OUT ITT 0 JOIN IAGMSS SLOTS) AND LENGI" 121 NDIC:TES LEAR ING LOCATION. PSF -ENG GMT I", I 1 23,_.� (ALONG.SLOIS). I No IC YES ATERAL OWING MENDEP 1194"IN.) EIC LL 0 5) COWAECIOP PLATES SIALL ISE INSTALLED SYMMETRICALLY ON JOINTS: Sol.FACES. 141 INSTALLATION AND ERECTION OF IME IRUSS, PEWANEMT. 4140 If"POPAW SPACING Great Southwest Pkwy. 61 TOP C SPLICES AM NOT PECOMMENDED 10 OCCUR DIRECILY ABOVE a of "mm Si""DILA-DESKIGN'NCAocwcvvfmn%Awc?OE*ct1$Tm"cmLTpm1PIY 1pl'""C'"m AND ERECTION CRITERIA' TOT.LD.47 OR 5 PSF so? 15, orsicw SPECIFICATIONS VON METAL 1802 Sn. Prairie. TX 75051 1 C'"'ILl! .2.1. rmA ice 2cj4. mCC YZ51. ODCA as-t25. PLAITE CONNECTED NOW TWA ES AID DUALITY STANDAMS FOP TRUSSES. Gr d 11 1-2000 APPROVAL NUMPf AT Jul S?FkP!S MAS$FEN D[SIG#XD'ON lut LOAD114 S"OwN ON T"lS D—luS. 15 E OF TME TAM KAI BE CUT ON MODIFIED IN ANY*AV. NO HEMB 4 (214 660-3940 AUAIIIW AvC LPSE S�ALL CMWOPM JIM T"IS DESIGN, SPECIAL MANDL ING CAPE lim(RALD SE TAKEN. SEE *".DLING. IIViI&LLAYIOw DUR.FAC. KEMBEA OF THE TRUSS PLATE IfISTITUTE JTPTI. ate RMACING. "IlCONMENDA73ONS,AND CobowNtAol. futa-91) ev 1pl� [SPACING 24" JACK.DETAIL TOP CIIORD 2X4 SO. PINE 11Z N. EXCEPT AS SHOWN (*I,* ) 1 112 1111" OR connoii TRUSS 6OT CHORD 2X'I SO. PINE 12 11 4 (2) 160 TOENAILS. WEBS 2X4 SO. PINE R3 so (3) 160 TOENAILS. 2' TYP. PROVIDE UPLIFT C01414ECTIONS AT BEARINGS AS INDICATED. *6* OPTIONAL OVERHflHG NJ NIP TRUSS UPLIFT : 3581 2001 BRG LOC: 4 ## F UPLIFT BASED Oil 10.0 PSF TOTAL DEAD LORD. MIND 7- SPEEDslI8 nPit. MEAN IlGTtI7.5 FT. ENCLOSED. (SBC) ja UIHO A14ALYSIS ALSO COMPLIES UITH SOUTH FLORIDA BUILDING CODE FOR 120 "Fit A140 30.0 FT. MEAN HEIGlit. 5. 2 PROVIDE UPLIFT cbIINECTIDIIS AT BEARINGS AS INDICRTEO. — UPLIFT : 5601 4381 T ORG LOC: # +# 3' UPLIFT BASED Oil 10.8 PSF TOTAL DEAD LORD. MIND SPEED:120 hPH. MEAN NGTI:22.6 FT. ENCLOSED. (SBC J2 J3 J4 J4 4 UIND ANALYSIS ALSO COMPLIES U1711 SOUTH FLORIDA BUILDING CODE FOR 120 MPH AND 30.0 FT. MEAN HEIGNT. NIPjnCK TOP CHORD LUMBER GRADE MAX. NORMAL MAX. HIPJRCK SOFFIT WEIGHT 21 OVERNnNG OVERHANG I I I f I.C11, TYP. LE14CIII LENGTH 2 PSF 16 PSF 0-00-00 8-80-00 12 H 112 H 1-06-00 2-01-07 02 N 42 H 1-09-00 2-05-11 12 112 DENSEi 1-09-00 2-05-11 2-00-00 2-09-15 81 #1 DENSE 3 2. 12 to 4.GO A4 ' 2X3 DR ++ 3X4. 3X4 sinno" THin2s MAY BE USED 9-10-13 OVER 2 SUPP R-4631 11- 3.50, RsG520 Uz 3.56' END AND CORNER JACKS I I 111 J A C K III THIS DESIGN Is A ICABLE 10 S-AMIllp wAN 1.5111 1 1.0011CAT.101111101 GENERAL NOTES: NOT DV_,MAAA ", AND MAROP001 I a IIIAL"claps IGUIRA 110". T C L L 30.00 PSF JOB: 16431 I I — —L BE OF IIIE SPEC11110 VIINIMUMI--S* SPEIIES ALL.7EUSION CHORD HEMBERS ASSUMED 10 BE COA1,TJNUOUSLV WActo 81 111HER CL IQOISt:j CONTENT. Oq SUCH THAT IS Of MISHEAR ALLOWABLE ST6E5S VALUES. ALL 314, DITTO JALVVDO0 SHEATHING. 112* 6410 ON WALL ON 10MACINS MEMEAS T C 0 L 7 OR 15 PSF DATE 04/26/93 ARY DESIGN VALUES USED ASK BASED ON THE LATEST EDITION OF THE NATIONAL DESIGN SPACED to Go I.C.O"n. UNLESS 14TED OTHERWISE. a) SPECIFICATION to&MOOD CONS IftICTION Of THE NATIONAL FOREST PRODUCT$ASSOC. III ALL CONPRESSION CHORD,MEMBERS 43SUWD 10 BE CONTINUOUSLY GRACED If EITHEA EIC DL 10 PSF CAW THIS M I GN IS BASED 0.CLAMI C*8IECIOa PLATES ONLY 3/0* LATIN I PLINOW SHEATHING, 112* IMIN I DRUALL OR SPACING WINNERS 1 OF I 31 CONNECTOR ARMIES SIZES AAA[BASED 00 ANI&L.FORCE ONLV. SPACED Ll 16-.C. Imfl. JAN.ess�OIED al"ERNISE. A of 11p... 41 CONIAECIDA MI.IT[SIZES ARE CALLED OUT 61 MIDI" JACROSS SLOTS) AND LERGIM 121 P1 INDIC TES KAMIRG.LOCA71CRI I P, 1-1 1AL(mr UOIS). 1 31 .AAA—1 10 CAIES Lklf-'L S-4CING ANNOFM 1114 BC LL 0 PSF -ENG ALF 5: CON,&C 100 PLATES SHMI.I.BE IWAL-1.10 SIPWIMIC&LLI ON MJNFS� 901"FACES. 141 JI?SIA 1 41 1 ON JUST JAWCTION OF CHE INAFS�Ift —9141 1110;EMPORARI aRNCIHG 6 lop CHORD SPLICES ARE N()I MECONAENIDED 10 OCCLAR DIRECTLY ABOVE SHOULD BE IN ACCORDANCE.11. "woor 1 BRACIP4 Alm IN(ClIGH CalltRIA. 1001 S. Gre:t,South:e;t Pkwy. A BOTION C.Opv sfticg. 15, THIS USSIGN Cow"'I'S to CURRENT In DESZG SmCI,IcAIIO14S FDA METAL TOT.LE). 47 OR 55 PSF C -#00 APPROVAL N,PAIERS FHA #m"Ilk -12S. PLATE CO-ECTED Now I"SES AM OUALIII WHO-"FOR TRUSSES. N,an,, Pr I I T 5051 or; V Ubc 2�Q. SOCC 725t. SOCA" e. THIS TRUSS HAS BEDS SIGNED PON 104&OADING SHOMN ON THIS DRAWING 16 no WINTER or INC TRUSS PAT BE Cvl Do NODIFIED IN Am W&I FAC. 1.33 1214) 660-3940 INSTALLATION AND USE SmkL CONAORN 911"THIS DESIGN. IT! SPE JAL HANDLING CAAAE SHOUM INVIIAgEN.P4SE 'WHOL114. J"STN.LAIIOH S14)OAACING. Al Co.* I.." t-11-91I III 1pt I -- -T 1,- C*rf- p1pniff- I 1�1 J��j TRUE TRUSSm INC. 10411 Alta Orive Jacksonville, Florida 32226 TRUE TRUSS (904) 757-7500 FAX (904) 757-7336 April 2 , 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1 . ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2 . ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets Wind Speed Requirements up to 110 mph. 4 . ) IILII or 'IT" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the Trusses being installed on a specific job. If in doubt as to the Application of these Specification's, contact True Truss, Inc. at (904) 757-7500. — QUALITY TRUSSES AT AFFORDABLE PRICES — voo WOO c: o 0 LP 0 0) z,� bo 0 C6 4) /vl t-4 C4 op el 7 C-a 0 0 :::-, -A 4) -0 0 0 -r- 0 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONMECTOR PLATES SHALL BE INSTALLED SYN14ETAICALLY 014 91 THIS DESIC41 IS APPLICABLE 10 SHORTER SPA14 14USSES OF 13) _0� 11101CATES LATERAL SAACIM MEMBER (014 IAIN.) SPEC I I S. AJJD MAXIMUM MOISTURE COMIENI. OR SUCH THAT THE JOINT. IDENTICAL LOADING AND CE04FISLARATIOP4, 141 INSTALLATION AMD EAECIID14 OF THE TRUSS. PERAAAMENT, AND is OF IGPiEP ALLOWABLE STRESS VALUES. ALL VALUES USED Gi TOP CHORD SPLICES ARE HOT RECOMMENDED 10 OCCUR 10) THE TOP CHORD SHALL BE LATERALLY bP&CED E17KR 81 3/8* TEMPORARY BRACING SHOULD bE DUAE IPA ACCORDANCE WITn Fop DESIGN ARE BASED ON THE LATEST ED17ION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. OPTH.) SHEAI"ING OR GRACING MEMBERS S�ALZD AT 3*-0' U.C. CURRENT IPT GRACING AND EHEETIDN PUBLICATIONS. "D,11.DES I GAP STANDARDS PUBLISHED by INE NATIONAL 71 V-2000 APPROVAL PIUMBERS- UBC 2342. FMA TCB 2014. WC (MAX.). 15) THIS DESIGN CON!'ORKS 10 CkPRNEHT IPI DESIGN SPECIFICA- FORE 5 1 PRODUC IS ASSOC IAT ION, 7251. SOCA FILE 66-125 111 THE BOTTOM CHORD SHALL BE LATEAkLLY 0-'AACED EITHER By TI(PHS FOR METAL PLATE CCRAMECTED WOOD IAUSSES AND 21 'HIS DESIGN 15 BASED a"CLARY CONJEC70R PLATES ONLY. 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADIHG SHOWN 112'[MIN.) DRYWALL 04 BRACING MEMBERS SPACED AT JO'-O* IXJAL17Y STANDARDS FOR TRUSSES. 31 CGHHECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL COHFORM 0 C IMAX.J. IQ 140 MEP49EA OF THE TFIUSS WAV BE CUT OR MODIFIED IN Aviv WAY. 4) CGNNFCIOA PLATE SIZES ARE GIVEN 90 DEC. AXIS BY 0 DEG. WITH THIS DESIGN 1") g3 INDICAIES BEARING LOCATIO14 AXIS (VER BY"0141Z 0 -Odd Web Length Maximum deflection occurred at bottom joint #5. -CONFIGURATION 8 LOADING SPECIFIED BY FABRICATOR. Pi-Plate turned 90 deg. Maximum Live Load Deflection of .19", Index-.335. (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. rp-Typical Panel Maximum Total Load Deflection of .261". Index-,307. (L/781) -HORIZ. STRONGBACKS PER PCT-80 SEC.TION 800 REG. Total quantity of trusses PA I Ito PLF 0) M M to X X X X X X X X LO In In In in _T_ I-- L'i Ll 1. 14' CrI M M M Iq CD X X X X X X X to M M M X R=10 16 fn R=1016 13.51 (3.5) 36-11-12 > TP-29.5" __10 PLF THIS TRUSS ANALYZED WITH PPSA3 -ORCES (Left-to Right) Top -1275 -2950 -3850 -4033 -3489 -2209 0 NEBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 30T 0 2309 3560 4110 3926 3023 1359 CLARY A Division 0 t PLATE TYPE: V.C. SPACING LOADING JPSF) IC LUMBER2-4x2 #2 DS SP DESCRIPTION 15'11-3/4" GARAGE HEADER ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 tw5- tq 1801 S. GREAT SOUTHWEST PKWY. LL TC10 SC LU14SER 1�4x2 02 Ds SP EKG. FOR: E , BY: GRAND PRAIRIE. TX 75051 5.0 DL TC 0 TRUE TRUSS INC. TOURCE Program 12141 660-3940 -PCATI 4C. FOR ST LL 8 WEBS 4x2 #3 SP I - __1 568 si 332 OL 5 PROJECT: OAT C MEMBER JRUSS PLATE INSTITUTE TOTA 5 EXCEPT AS MAY BE NOTED MASTER Fdrs OCT 1992 s AM 1) LUNUA SHALL BE OF I.E SPECIFIED MINIMUM GRADES. 51 CONJECTOA PLATES SHALL BE INSTALLED SVW4EIRICALLY OR 91 THIS OESIGN IS APPLIC48LE 70 SHORIER SPAN TRUSSES OF 3, 0- INDICATES LATERAL GRACING MEMBER (jX4 PIN.) SPECI CS. AND MAXIMUM MOISTURE C014TENT. OR SUCH THAT THE JOINT� I DENIICAL LOADI14G AtO COIfIGURATICA4 141 INSTALLATION AND EPiECTIOU OF THE TRUSS. pEAmAuEn I A.0 IS GF MI GHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR 10) THE IGP CHORD SMALL BE LATEFIALLY BRACED EIIMEF1 BY 3/0' TEMPORARY BPACINU Sn"D BE DONE IN ACCORDANCE w.1n F OR DES,GN ARE BASED ON InE LATEST EDITION Of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE� IMIN.) SISEAl"ING 09 BRACING kENDEAS SPACED AT 3'-G* D.C. CURRENT IPI BRACING AND ERECTION PUKICATIONS. TION L D I-N ST ANOAADS PUBL I SHED by I.E NATIONAL 71 V-2000 APPROVAL HL)MBERS. UBC 23A2. FMA TCH 201A. SOCC (MAX.) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SKCIFICA- F A E S r ORE ST PRODuCIS ASSOCIATION. 7251. BOCA FILE 86-125 11) THE BOTTOM CHORD!,HALL BE LATERALLY BRACED EITHER BY 110115 FOR METAL PLATE CONNECIED WOOD TRUSSES AND 21 THIS DESIGN 15 BASED 014 CLARY COP24ECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 1/2*(MIN.) DRYWALL OR GRACING MEN&EAS SPACED AT 50*-0' GLJ.LLIIV STANDARDS FOR TRUSSES. 31 COj,#4EC I OR PLATES 5121ES ARE 13ASED 014 AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM 0 C (MAX.). ifil 140 ME14BER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY, 41 CONNE OF, A I E SIZES ARE GIVEN 90 DEG, AXIS By 0()ED. WITH THIS DESIGN 22) &3 INDICATES hEARI11G LOCATION. CI R PL AXIS IVE BY hDRIZ -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR. *-Plate turned 90 deg. Maximum Live Load Deflection of .234". Index-.414. (L/87 1) -PLATE TOOIH VALUE REDUCED BY s5%. tP-Typical Panel Maximum Total Load Deflection of .322". Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REG. Total quantity of trusses - 1 175 PLF 0) In Lo in rn M In M In to In M X X X X X >C X X )c X X K X Lo ru L0 01 0 CU tn ru Lil CU to CU tD 14' (D to I_ 01 X X X X X In LD In in to In w In X X R=1568 to to R=1568 13.5) 13.51 16-11-12 TP-31" 51 PLF 'HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -22SO- -2280 -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -22BO EBS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLARY A Diviliton Of PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER2-4x2 #2 Os SP DESCRIPTION ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 15*11-3/4' GARAGE HEADER A 1801 S. GREAT SOUTHWEST PKWY. LL T M! GRAND PRAIRIE. TX 75051 5.0 CIO SC LUI4BER2-4x2 #2 Ds SP ENG. FOR: EING BY: 0 OL TC 0 TRUE TRUSS INC. SOURCE Program (214) 560-3940 -FOW-STI LL BC WEBS 4x2 #3 SP 7, 1122 si 33% OL a- PROJECT: OATF6F3 MEMBER TRUSS PLATE INSTITUTE 7OTZ55 EXCEPT AS MAY BE NOTED MASTER - OCT 1992 scth UNIFIAL NOYES 1.tug.1%R ")IAI 1 .31 (w lilt SKLIIII 0 MAMIX)M CA-111 5)kfiif4U"ft PAS SHALL Of IIISIA1 111)S'lfAM(PAW tY ON S)IIIIS OES"i IS APII ICAOI f 10 SIIMIfR SMI 1AIISSAS Of 011110LAIIS IAIMM BRACM(i tAlt4ta it"m.-ji I SHIA i Atli)MAW-Illk'Itif"Witi 4041(141()If'ifff If 111AI Nd gill-III tM NIKA 1.001,04%ANO MiCIIISAMI's Ili 96MJ I Alltyl'Vill(61(00101;it IMti4 tj*jAg%I4[t:I ANO III-A"ItAq'Ill.".'.'1;1 �110 I*-.V-'-'A.-it'*t;;I"..") 6�I0-t 40fill I'M ICI S At%t tAt WCOUVAI t4lx 0 10 M.C.1111 Ith ME 10P ClOdPiIIAII BY lJ%I1 KPA IV 111101 BY 3 11" 3 IM1411%."to"0 of 001A yj A(t4j-gwgi�j V.41t flit.(9 "."tit, tvj It*14(All:I VAIsM N i!lf�'; iliflICIlY Aair,�(A OiNfig.4(#IW�,flt 11.1 ItAlts I%tit kIII.*:'iHS SPALtUAll UVOC 0444'4 M111w 11`86 Arjo 11.31cilvt voll jt�Al It 1"s slivit'l -V"J. !1Aj*:-'4i1t -Ilftl�li 11 ut 164 "lql'f'.Lj tAtIAMRS UW.�112 114%i(SMA WSC 114AXI 10001111%) 113"'A l'll-K0'N "I !i,Y.A III 1 06 r*, tit ME Wit l(R.1 1:14gill)144,41 Ili 1406 k-lit 1.11114 1`144(W.11MI'll -1 ij 21 114 s 14 �lj),111'4'!9'111.t;�l b*4 Fit At I S I!,it C A �1".;MISS Ilk;Writ 145"IlD 1(4%M1 10,1004;SHWIN ITAM110111WAIj 100 1XIALLOW let J;4SUAAWjfjtj lfsSIA((AI1k)fjAfsfI16j SithIt Cliti(OW OC tMAA I 16IMMMItit(I lilt% if ELUAMOK P1,kil S Alif f.1t,111 W Lilt, AM�Of 0 44 1'. Vitt"Ittis lx�iflj 121 " UWAISMIARitAG(OCAlkloo A,XIS j.gA iw 111mill s IN LIEU OF A SIN(I'M LN!"ERAU IMACH A 2X4 BRACH MAY BE USED AS SIKM IN SECTION O.—B. ATTACH BRACH WIT11 #10D CMION NAI'LS AT 'ITER 6 11 0.C. . 11111 BRACH SIIALL BE TIM SMIE MIDER GRADE OR BE '111AN 111.13 LIUMBER GRAIDE OF TIIH WEB BEINO BRACED- DO NOT SPLIT LUIDER WHEN ATrACIIINO BRACH. 2X4 WEB MeAABEZ SECTIONO-B M WEB flEMBER M ILO BRACE or ZY,4" T"BRAtE LATERAL BRACE .40A SEE ENGINEERED DRAVIN8 FOR FLATE SIM AND LOCATIONS LOADING AND STRESS DURAIIAN SPACINS OF BUSSES LUNIER TIPE, lZrs v ORW -z 2- AND ACTUAL TRUSS CANFIGURATION. MAU ME SPACING-Oc M&X I OADING IC IUMER SEE DESMIKIN OPTIONAL 'L' BRACE DETAIL LI-420 CLARV COOMPORATION V__2000 >< Of i'C':\ /-pj OC LUMER ENGINEERED I[N&FOR ELARY ING Ily: or PIA;f AAIA %W" It.Sit it ac PSI` VIE% DRAVING tit ac A Mf f,,rtRY �oiln FFMACI I I PRARY J;�- -7-ov- sch"417-< .;r 10 LU48ED S-ALL BE OF 14E SPEEIFIEC�111100_w GRADES. St EOINIECTOP PLZIES$-ILL BE IHSIILLED S,M14ETPICALL, IXI 101 ALL IEIISI�Nl CHORD MEMBERS AST_�MEO To BE C01iTIHLIGI_'SL. 13- IHDICAIES LITERAL @-ICIHG MEMBER 11-4.11") S _ IS a IN �E_j . AHO 19%MAxIMUN MOISTURE COHIENT. CA S'-CH THAT IKE JOINT, QACEDOR�v EITHER 3 8* IN 1 PL,MDOO SI�ATMIHO. 1.,2* 141 11151ALLAIIGII AHD EQEClIC41 OF THE IR-jSS. PE14m.41111. ..G IS nj a 1 1, 1 GMEP LLOWABLE STRESS'.ILIS,IALL wALUES USED a) Op CMI�Ro SPLICES APE HOT PECOMHEUMD TO OCCUR tLINIS NOWALL OR BRACING MEMBERS SPACED 20' G.C. IM&X). JEWOPAAV IBPACINr SnOULD BE DONE 14 ACCCF0.HCE WIT. OF L', UN TE C FOR E IG" A f BASED Oil T.E I_$I E TI 4 Of Tr1E HA- DIPECILV A&O%E A BOTTOM C.OAD SPLICE. ES ED OTHERWISE. UP4*"TSVPK BRACING AND EPECTION PUBLICATIOSIS. D S I P 5, 1 ol 200 ,1 ON CHORD MEMBERS ASSUMED TO BE CONTINUDUSLII51 T"IS DE ION CONFORMS 10 CUFWNT IPI DESIGN SPECIFICA- TIONAL VES GH ST41CAPOS PUDLIS�ED ME NATIONAL 71 V_ 0 APPROVAL MUWAIERS: UBC 2342. FMA 7CII 2014. socc III ALL COMPRE I FORE pa I A $I ODUC S ASSOCIATION. RSI. *OC FILE 96-125 SPACEO ev EITHER .1 1 AMD SHEATHING. 1/2' IONS FDA METAL PLATE CDNHECTEO 0000 TRUSSES AND DESIGU IS BASED OH CLARIF COHHECTDR PLATES OIILt. III THIS TWjSS HAS BEEN DESIGHEO FOR THE LOADIIIQ SHOWN 041".) AL 2) THIS I.I.ILL 1.Ba 166 MEMBERS SPACED AT 26' 0,C. 16, OU ITY STANDARDS FDA TRUSSES' 3 rosIECIDIV PLATES SIZES ARE BASED 04 A)ILL FORCES*40. Oil THIS DRAWING. 111STALLAVIDII AIID USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. No MEMBER OF THE TRUSS MAY BE CUT 04 MODIFIED IN wav %AV. 4; C a I I S 17) SPECIAL kAjWNO CAQE SHOULD BE TAKEN OURIND SHIPPING Aid AEC OR PLA E IZE S A RE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) EM INDICATES BEAQIHO LOCATION. LIE NGT" IALOHG SLOTS AND THE OPIE"TATION Of THE 91 InIS DESIGN IS APPLICABLE TO SrtOPTER SPAN TRUSSES OF EKCTIOM(IF TRUSSES SEE MIS-91 FOP FWCOH.Et1QATIOHS r Iii0m. ICENTICAl tOADIM AID CONFIGI.,11ATION, STIF CALL OUI is ItIf DIP L-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: STANDARD BUILDING (SBCCI 1991) MAX. WEB WIND SPEED: 110 MPH SIZE/GRADE LENGTH MEAN ROOF HEIGHT: 301 L-BRACE (SEE TABLE) 2X4 #3 SP 6'9" GABLE NOTES: 2X4 WEB THIS DRAWING IS VALID FOR TRUSS PITCH UP TO 12 IN 12, AND 2X4 #2 N SP 8'5" MAXIMUM HEIGHT AS SHOWN. AND MAXIMUM OVERHANG PAST GABLE OF 16" OPPOSITE FACE. 2X6 #2 N SP LOADING ASSUMES A TRUSS SPACED 24" FROM ONE FACE OF GABLE TOP EDGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY SECTION A-A OTHERS. BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT 3", TYP. LOADING. FIELD CONNECTIONS BY OTHERS. "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 3'7" IN 2411 D.C., TYP. LENGTH. SEE L-BRACE TABLE FOR SIZEARADE OF BRACE. ATTACH BRACE TO EDGE OF WEB WITH 16d COMMON NAILS SPACED AT 3" D.C. (SEE SECTION A-A). BRACE LENGTH MAY BE 6" SHORTER THAN WEB LENGTH, MAXIMUM. 12,KAX. 12 _ks 10'10" MAX. IL P, OPP NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. "Ce 3X5 3N, TYP. X5 L-BRACE ON WEBS LONGER THAN 3'7", TYP. (SEE TABLE) 2411, MAX. .......... AF 00461 TRUSS MUST HAVE CONTINUOUS BEARING. z ST TRUSS: CLARY VIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER LIE ...... w"It. ALPINE ENGINEERED PRODUCTS Inc V2000 LL TC 30 2X4 #2 N SP ENS. FOR: TRUE TRUSS - IL903 I 1 801 S. SSW PKWY. BC LUMBER PROJECT: DATE: 31 mar 1993 "AND PRAIRIE. TX 75051 7.1 OL TC 15,,7 2X4 #2 N SP LAYOUT 10: OF 1214) 660-3940 PLATE AREA: Cr9C-.—F0W-9TC_ LL SC 0 WEBS OL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 60 TOTAL rs Vr 47 EXCEPT AS MAY BE NOTEO 1/8 HAT DETAILS HAT NOTES: TC LU-IBER: 2X4 02 SP A, BRACE FLAT TCf' OF SUPPORT TPUSS WITH: -2X4 CONT14"JS LATERAL BRACRIG. AT BC LUHBER: 2X4 02 SP 24' O.C. SPAC1,IG. ATTACHED TO TOP 12 SIDE OF TOP CHORD WITH 2-16d 14ALS 14 EACH TPUSS. OR WEBS: 2X4 *3 SP 5X5 -1X4 CONTUIUOUS LATERAL BPAC14G. AT 6> 2 TO 12 '3X" 24- O.C. ATTACHED TO BOTTOM SIDE OF: TOP CHOPD WITH 2-16d NALS 11 5X5 EACH TRUSS. BOTTOM CHORD OF HAT TRUSS MUST REST DIRECTLY 014 TOP CHORD OF SUPPORT TRUSS 040 GAP). TO 12 7 X5 -SECUPE ENDS OF LATERAL BRACKIG TO 3X5 VEPTIC/,L WEB A SIJITABLE SUPPORT. SEE I IOTE C. -SL"ORT TRUSS FlUST BE AIIALYZED FOR 24" O.C. TOP CHOPD BRAC114G. SEE GENERAL NOTE 1. < B. SECURE HAT 14 PLU11B POSITIO(J Alf) ALIGII IT WITH SUPPORT TRUSS BELOW BEFOPE APPLYNG ROOF SHEATRIG3. C. VERTICAL WEB: W3 4-0 HAY. -SPAC14G IS 4*0" O.C..MAX- -WEBS LONGER THAN T9' PEOLIIRE BRACII IG: -OIIE POW OF D(4 #2 SPB OP BTR. COMMOLIS LATEPAL BPA.CIIG 3X5 ATTACHED WITH 2-8d C01-1`101,110-ILS -2X3. TYP. PEP TPUSS. OP. 4X4 #2 SP13 T-BPACE. SAHE LEI IGTH R AS VEPTICAL WEB. ATTACHED 74TH 1`1011 IIA.LS AT 6- O.C 83 COI D. ATTACH HAT TO SLIPPOPT TPUSS liMTH 18' LENGTH GUSSETS. EACH FACE. SPACED AT 4'0' O.C.. IIAK. 1-1.1-Ul HEIGHT OF GUSSET SHALL GO FPOII TOP OF HAT'S BOTTOM CHORD TO BOTTOM OF SUPPORT GUSSETS. SEE 140TE 1). TRUSS' TOP CHORD. GUSSETS SHALL BE V2- APA RATED 32/16 EXPOSUPE I PLYWOOD. OP 7/16" APA STRUCTURAL RATED OSI1 SUPPOPT TP-6S BPAC14G FOP SUPPORT. SEE NOTE A. ATTACHED TO EACH FACE WITH 8d COI-TIO14 NALS AT 6- O.C. THP.OU(_-*IOUT. E. BUILDII-IG TYPE: ENCLOSED PESDE14TIAL -DESIGII CODE - STAIJDAPD BULDOIG(P-88) -W1ID SPEED - 10 MPH +IEAN HEIGHT - 31 FEET -IW3 Aar V THIS DESIGN 15 AjRPLlCAKjj TO SHORTER SPAM IIAUSSE%OF IDENTICAL LOADING 30 Who—tj Am-womilmox COWILUT10.1. AINERAL NOTES: TC LL PSF JOB: 15830 1) LUPHAE SHALL BE OF THE SPECIFIED MINI"GAAGES. SPECIE& AND 19X MXIHUH 101 ALL.TENSION CHORD WMXMIMSUMD.TO BE CONTINIUDUSLV DRACED BY Ell MOISTN COWTEMI. OR SUCH THAI 13 OF HIGHER ALLOW&"STAESS VALUES.ALL 3/8 OKI, 23 MAR 1993 o�ol:L"ow 11KAIII WAS. 1/2 $MINI DRYWALL 04 OWING MEMBERS TC DL 7 OR 15 PSF DATE MSIGN VALUES USED AM BASED ON THE LATEST EDITION OF IvIC NATIONAL DESIGN SPAM 1 6. 14AXI 1,411.11111 MOVED 07HEMISE. ARY SPE TrICATIOWI FOR 160041 CONSIAM11CH BY THE NATIONAL FOREST PRODUCTS ASSOC. III ALL COWKI'SiviHOR11);%NBERS ASSUMED TO BE CONTINUOUSLY PACED BY EITHER PSF ORW I OF 1 2, C I PLY IMA EIC DIL 10 THIS DESIGN IS OISO D"CLOY CONNECTOR PLATES MY. 3/8 all".IS.ofDOO SHE IMIM 112* 114101.) DAYNALL OR DRAC1146 MEMBERS SW C...00 Pt ",511 S ARE BASED ON AXIAL FORCES 014.1f. SPAM AT c. )n, UNLESS NOTED 01MERNISE. Cc-L.�1.j-.1 Alw1l., 41 CONNECTOR PL AtE SIZEES APE CALLED OUT OV 0101" IACROSS SLOTS) AND LENGTH 121 NVIC TIES BE ING LDCATION. PSF —ENG GMT _ P_ I _�l t.0 .... d"t fALONG%LOTS$. 31 INDICATES tA"TZAAL OWING MEMINER fIX4 01".) BC LL 0 51 C 4ECIOPPLAIESS�ALL BE INSIALLEDSVIONEMICALLY ON JOINTS; SOMFACES. 1 41 INSfALLAIIDNAWCEAECTIONGFI�CIPAISS. KA"Clif. A-011WIPM-M&AAC1.6 61 Top CHORD SPLICES ARE NOT RECOMHENDED 10 OCCUR DIRECTLY ABOVE SHOULD K IN ACCORDANCE HIT"CUPPIENT IPI 11PACIIS AND[PECTION CRITERIA- TOT.LD.47 OR 55 p jeot s. Great southNest Pkwy. A Ball ON CHM SK ICE. '51 ?HIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIF I CATIONS FOR HE1kL Grand alrie. TX 75051 7, V-2000 APPPOvfiL 14ALW-97 UbC 2342,r�m ICS 2014. SOCC 7251. OMA 06-125. PLATE CONNECTED 110011 TRUSSES AM DUA1.11Y SI&NDARDS TOM IRUSf:.ION (,Pr, IG .IS PUcS WHEN VISIG1470,DR -6 LOS DING SNO" ON 1"IS DRANIM. IS, NO HEW OF THE TWJSS NAI INE CUT ON MODIFIED IN AM WWAV. LDUR.FAC. 1.33 WHIT 14AS AT V 14 660-3940 UAW ate UKA SNAIL COrom Nil"THIS DESIGN. '71 M Cl AL NANDLI"S CARE SHOULD K TAKEN. ME '�VLING. INIWIALL I MEMBER OF THE 1"S rLATE ItJSTITUTE JTPIJ. AND 9-ACING. NECDNNENDA11004%AND C�ktg INIS-91) Of 1PI. ISPACING 24" JACK.DETAIL TOP CIfOR0 2XII SO. PINE 02 It. EXCEPT AS SHOWN (oo*) BOT ClIORD 2X4 SO. PINE 112 It (2) 160 TOEHRILS. N2 IIIP OR Connou TRUSS WEBS 2X4 SO. PINE 13 (3) 160 TOENAILS. 2' TYP. PROVIDE UPLIFT C01414ECTIONS AT BEARINGS AS INDICATED. OPTIONAL OVERHANG NJ HIP TRUSS UPLIFT : 3581 2061 BRG LOC: 4 *# F UPLIFT BASED Oil 10.8 PSF TOTAL DEFID LORD. WIND 7- SPEEDtII8 nPil. MEAN IIG1sI7.5 FT. ENCLOSED. (SBC) J3 MIND ANALYSIS ALSO COMPLIES UITH SOUTH FLORIDA BUILDING CODE FOR 120 MPH AND 30.0 F7. MEAN HEIGH1. 5' PROVIDE UPLIFT cbNNECTIOIIS AT BERRINCS AS INDICATED. -J2 UPLIFT : 5801 4301 z ORG LOC: 4 +# 3- UPLIFT BASED 014 10.0 PSF TOTAL DEAD LOAD. WIND if SPEEDz128 MPII. MEAN IIGT:22.6 FT. ENCLOSED. (SBC) MIND ANALYSIS ALSO COMPLIES UITH SOUTH FLORIDA BUILDING CODE J2 J3 1-14 1,14 1,14 FOR 120 MPH AND 30.8 FT. MEAN HEIGHT. HIPJACK TOP CHORD LUMBER GRADE L11' I I FF MAX. IIOR"Al- MAX. HIPJACK SOFFIT WEIGHT 2' —1 OVERIIANG OVERIIAHG TYP. LENGTH LENGTH 2 PSF to PSF 0-00-00 8-00-00 42 N 112 N -06-00 -01-07 2 12 N 02 H 1-09-00 2-05-11 02 112 DENSE 1-09-00 2-05-11 111 H 2-00-00 2-09-15 11 #1 DENSE 3 eec?j� io 6.56 2. 12 10 4.G8 Ito 2X3 3X,4 TIC OR ++ + n 3X4, jX4 SIMPSON IHJA26 MAY BE USED 9-10-13 OVER 2 SUPP R-4631 U- 3.50, R&G521 U" 3.50' END RHO CORHER JnCKS, If I I'JnCK GENERAL NOTES: 91 1:1111 DISIr"IS AM MAKE 30 500ql(A SPAJ6 IFIUSS(S OF IM"I ICAL LOADING AFT Po"11016AL Co"FICUM&TION. TC LL 30.00 PSF JOB: 16431 11 ETHIC SMALL K OF]ME SPECIFIED MIWIMUW 6WOES. SPECIES. AM 19X MAXIMUM 101 ALL TENSION CHOSE ZBEAS ASSUMED 10 K CONIIIAMALV JPUCID 91 EITHER MOISI:j CONTENT. OR SUCH THAI 12 OF HIGHER ALLOWABLE STRESS VALUES.ALL 3/6* IMINI PLVVOOD SHEAINIMG� 112* 041W DAfTIALL OR IWACING MEMBERS ARY DESIGH VAtUES USED ARE BASED ON THE LATEST EDITION OF THE NATIONAL DESIGN SPACED 14,96 S.C.INAT11. t*&ESS ICITED OINE,TWISE. TC DL 7 OR 15 PSF DATE 04/26/93 SPECIFICATION FOR WOOD COUSTAUCIIam SV Im[MIUNTAL TINIEST PROOMIS ASSOC. III ALL COWPSIESSIOM CHORD MEMBERS ASSUMED 10 K CONIINUOUSLI OWED 61 EIIHEA 'I I-IS 015 IGAI IS 11AWO ON CLINT COFNIECTINT PLATES*A.Y� 3/0* THIN I PLVVOOD SHEAIMI14. 1/2� U41" 31 CONNECTOR PLATES SIZES ARE BASED am AXIAL FORCES O,A.V. OF DRYWALL OR ERACIt4 MEMBERS BC DL 10 PSF DAW 1 OF 1 0 "CEO&I IS-0 C. INA01. UNLESS NOTED HENPISE 41 CO"NAECIOP PLATE SIZES ARE CALLED OUT 11 4181" MCNISS ELITIST AH)LENGTH IE) J11 INDICATES SEAMING t A11011 1- ULING-kOjSj 131 �INDICATES I A ' EMKA 1104 WIN I ft'L S-AC 1r 51 CO,#4ECIOP PLATES"LL K ItTSTILLED SIMMITIPICALLY ON JOINT& BOTH FACES. 141 04SIALLAIJOH MIT IAIECIIOM OF 114E IOLFS. ft—INJ AIR)IIMPOPANJ IWUCI,,; EIC LL 0 PSF -ENG ALF 6) 1 1801 S. Gre:trSouthwest PkWy. AOP CHORD SPLICES ARE 1801 RECOMMENDED 10 OCCUR DIRECTLY AaDV% 15, SHOULD BE IN ACCOFOU110E MIT.CL.4.1 1.1 a..cl,4.1c[;WcjImj CRITERIA. BOTTOM CHORD,$.LICE. '"IS OLSIGM CONFORMS 10 CURRENT IPI DISICM SKCJ1JC-1iONS IOA WEI-L ToT.LD. 47 OR 55 PSF 'r (I FT V-2 - -125. PLAIT cooJECTED Noun IRUSSIS am OUNLITI sT$NDA"FOR an Pr 1 75051 a, _60 APPRI)VAL PLMITERS LOC 2342. F� IC8 2014 MCC?a5t, ROCA 86 I'- " INSS TRUSS WS NOT DESISNEO TOM THE LOADING SHOWN ON THIS DAAWIHC. 15 "a MEN11 a of THE ram RAY K an OP 0001FIED IN 0 1 FAC. 1.33 141 Z,.--,940 ILLATION"USA SHALL CONFORM WITH THIS DESIGN. 17! SP9 C,ALI HNOL M CAPE�ULO BE I-EN. SEE [DUR (2 .14Tt. I y:HA1*Li1JG —o swt� mco-imm..j- AN I., 13 112 IF (I tr , 7-1 lrwe-c-)q-9 0 H 7.) U-C, 77 Q t IE-4j?'-001 7-, IV 7-lY 11CANIko") 5pre /,71, JIEJWV�Siub m 4 mAt'5,0N D QRV c)tw4qo -rl 7 - . L DO not CA or 11ttr L'usles TRUEVithoLl wira"ptrnis�oa OT R-kU--i-�S- true Ttr HANGEWS 2.Tmtsts win be t&.,*u in 2 X 6-8 WS 2 X 18 *Ut Approved gr. .............. 4 X 18 Dite: .................... CUSTOMERCELAIMl- -�o JOB NAME,570 �:R.--f, ; &A 'Ll S 641-076 'LFTE iMFORTAUT'LETE ON IMPTION OF UTW I IMSES,ALL FWM to mt IRK TMS FIR AK Amlsm 4TO lGINVICKS lEFW SVIINS Or tMS. 08-05-1993 S31ZIE: _Z�LNAr."Yslls Page I of I 11:17:46 TRUS JOIST MacMILLAN (KAST_siz-$1001) MARK H. ROSE (SO10D) Project Kane: CINTEX HOMES - PLAN 13706 A i B Page Title: GARAGE DOOR HEADER ---------- TJSizing'" Y3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 133% Span I L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Kesber Use....... XIA Partition Load(psf)......... 0.0 Reinforced Overhangs........ X/A SPECIAL LOADS: Live Load �Stress Dead Load Width Starting Point to End Idd/Repl I UNIF(plf) 350 1331 220 101- 0.00, 6'- 6.00' from Lt Repl 2 UXIF(Plf) 240 1331 150 61- 6.00, 0'- 0.00' from Lt Repl 3 CONC(lb) 960 1331 610 6'- 6.00' from Lt Add 16" TJI /96 16'- 6.00, ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 5091 5091 ( 5985 118% RIGHT end Span I under 1331 stress TOTAL Load Mosent(ft-lb) 22731 22731 ( 26215 1151 KID Span I under 1331 stress TOTAL Load Live Defl.(in) 0.559 ( 0.825 L/354 KID Span I under Live Load criteria Total Defl.(in) 0.910 < 1.100 L/218 MID Span I under Total Load criteria Span 1 Max. Reaction Total(lb) 4714 5091 Live(lb) 2895 3125 Issued Brg. Length(in) 3.00 3.00 Kai. Unbraced Length(in) 52 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) Is a registered trademark of Trus Joist MacMillan. TJSi ZingTX is a trademark of Trus Joist MacMillan. TRUSS SPECIFICATIONS FOR Centex 3706 A & B 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 211-1-23. DRAWING NUMBER DATE 14877 1024 Rev.1 3-25-93 14877 2024 Rey.1 3-25-93 14877 3024 Rev.1 3-25-93 14877 4024 Rev.1 3-25-93 14877 5024 Rev.1 3-25-93 - 14877 6024 Rev.1 3-25-93 - 14877 7024 Rev.1 3-25-93 - 14877 8024 Rev.1 3-25-93 14877 9024 Rev.1 3-25-93 - 14877 10024 Rev.1 3-25-93 - 14877 11024 Rev.1 3-25-93 148T7 12024 Rev.1 3-25-93 14877 13024 Rev.1 3-25-93 14877 14024 Rev.1 3-25-93 14877 15024 Rev.1 3-25-93 14877 16024 Rev.1 3-25-93 14877 17024 Rev.1 3-25-93 14877 18024 Rev.1 3-25-93 14877 19024 Rev.1 3-25-93 -25-93 14877 20024 Rey.1 3 14877 21024 Rev.1 3-25-93 IAL- -25-93 14877 22024 Rev.1 3 X 14877 23024 Rev.1 3-25-93 14877 24024 Rev.1 3-25-93 tell it A� LUM FR S14ALL BE OF THE SPECIFIED Mjf1IMUM(3RADES, 5) CDUHFCIOFA PLATES SHALL BE INSTALLED S�MMCTPICALI-f Dtl 10) ALL TE11SIOH CHORD MEMBERS A�S'JMED AD BE EOHTIHUOUSL� 131 A- IHDICAIES LATERAL GAACPAG 14EMBE P (11A 14111,; SP CIES, AtID 19%MAIIMUM MOISTURE CDITENT. D SUCH THAT THE J0114T BRACED BY EITHE 3/8" (MITI) RL(NODD SHEA IFISTALLATIGri ANG EPECII0tl OF THE TRUSS. PEEAMAHE A AT. AND �t;E A t L �ALUES USED 6! TGPECmCIRG SPLICES ARE HOT PEC3MMENDEG TO OCCUR IN L 1/'11.4All I EMP6RAH;PBRACIH5 IS CF "I R LLDWABLE SIRESS �ALUE5. A (141H� EAR A L DR BRACING MEMBERS SPACED Ir o SHOJLD BE KATE 114 ALCGREAtAcE WITtT I OR BEST'at ARE BASED DN THE LATEST EDIT I DR 3F THE rIA- DAR CIL, ABOVE A BOTTOM CHOP"S LICE UNLESS 14GTED GT�ERWISE CUR Ell I I BRACING AlID ERECTION PUEALICATIGUS, I OtA UE51 r AL GAT 5TAMDAFADS PUBLISHED B� T"E MATIDrIAL h 1-2'Do APPROVAL UUMBERS: VBC 2 342. FHA ICB 2014. SBCC 11) ALL COHERE SS I"I CHQRD ME14BERS ASSUMED 10 BE CONTINUDUSL-115i I.I s DESIGN COFIFORMS TO CURRENT IPI DESIGN SPECIFICA- I PRDF FOR sT 'UCTS ASS6CIATION, 7251, BOCA FILE 86-125 EPA CEO 8 Y 'I I HE P "... 1.11 ) ILY.O..SAIIAT.111. 112 11 G"S F6P METAL PLATE C0tJUECTED WOOD TRUSSES AND 21 THI 5 BESIUT IS a ASED BAT CLARf CON14ECIDA PLATES CAHLY 81 THIS TRUSS HAS BEEII DESIGNED FGFT T14E 1-13ADU`43 S"DW4 1.111.) FAIWILL OR BAACIIIG ME"BEPS SPACED AT 16* 0 C. DA_j ALlIf STARDAFADS FCiA TRUS SE5. 3� Cola IECTDR PL A TES SIZES AAECBA5ED 014 AXIAL FORCES OMLf. BIT THIS DRAWTIN3 IHSTALLAIIGN Alit)USE SHALL COISGIAM (MAX). UHLE5S METED OTHEAW I SE. :6; RD 14E148ER GF THE TRUSS MA� BE CUT OR 140DIFLED 114 AM(WAe. A) Cof NIECTGn PLATE SIZES ARE ALLED BUT WIDTH �ACFGSS SLDTS) WITH THIS DESIGN 12) E0 ViDICATES BEAPIMG LOCATIO14 7 sPECTIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPI 16 A14D 11 V LENGTH IAL DHG SLOTS) AT* THE DPIERT"11ITM�1 DI I�E 9) THIS BEST G14 I S APPLICABLE TO SHDRTER SPAM TRUSSES BE EPEC ]BAT OF TRUSSES SEE HIB-91 FOR PECOMMEFA)ATIONS 1IZL CALL BUT IS THE DIREC'I.'C, THE 10413Tm. IDEUTICAL LOADING AMD CDNFIGURATIOM, -CONFIGUAWC14 AND LOADING SPECIFIED By FABRICATOR -ADDITIONAL PLATING FOR HAIIOLING TRUSSES IS PESPONSIBILIlY OF FABRICATOR. -AUTICIPATEO HOR I ZGf TAL 14OVE14ENT UNDER TOTAL LOAD .299* 2-11-11 2-1-8 RUN —1-6-5 5-4-9 5-2-13 5-4-9 4-7-5 4-7-5 5-1-13 RUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 `:Z]6 5x7 In X ip 1839# 2AA3 13.5172% (3.5153% 3x4 5)(9 3xa 'All 9xit 3x4 311 2.85 3x4 3x9 20 PLF 12 4-6-0 5-4-9 5-2-13 5-4-9 6-11-0 7-5-8 #2Ds #2 02 #2 #2 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 J-4-0 BUILDING IYPE: ENCLOSED RESIDENTIAL 37-0-0 CODE: STANDARD BUILDING CODE (SBCCI t991) WIND SPEED: Ito MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCArION: (Se),aree OAT EACH SUPPORT LOCATION. UPLIFT CONNECTION RE U I RED: 7"/,, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS. No trusses: 3 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 28.8' from the left end of bottom panel 03. Maximum PPL!ve Load Deflection of .379" (6/iB), Index-.31, (L/1162) (I> REV 31--)5/9 a �IA Maximum PPTotal Load Deflection of .594" (10/15). Index-.324, (L/7A2) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPECS T-8 B04,S.,GSW,PKWY. LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 199 .IRA P AIR E, TX 75051 7.0 DL Tc 7 2X6 #J Ds SP LAYOUT ID: ALPINE ENGINEERED PRODUCTS Inc V_�2000 2-0-0 3 jt214) 550-3940 PL A T E-—AR-E k k-1-N-C--. rbA—S-rL- LL BC 0 WEBS 728 OL 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 BC 10 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 IV LUHBE A SHALL BE OF THE SPECIFIED MItIM"GRACES. 51 COINJECTOR PLATES SHALL BE IIISTALLED S,W4ETRICALL, 011 10J ALL TE11SI011 CHORD MEMBERS ASSUMCC,TO BE C011TIP4UCr_'SL' S31 1 IlDICAYES LATERAL B-ACII40 MEMBER (IyA Will SPECI ES. A111 1911 MAIIW-"MOISTVAE COIITE"T. OR SUCH THAT THE jOINT SPACED By EITHER 3 6'* 441f 1) PL,WOOO SH�EATHII*. l,'2* 241 IIISTALLAT 1 011 AlIC EAECTICtl OF THE TRUSS. AE.MANEUT. A110 ,.EF- AL LO—SLE STRESS'vALUES. ALL ALOES USED 51 1 OP CHCRO SPLICES APE FIOT RECOMHEUDED TO C-CCI-44 IMI Hv DP,WALL OR BFIACII$G MEMBERS SPACED 10- 0 � IMA�o. TEMPCPAR, BPACJH5 SIIC?,)LD BE 00tiE 114 ACCGFIAtK-E WITH FOR DESIGtJ ARE BASED ON THE LATEST EDIT lot f IIIE HA- _ OIPECIL`V ABO%E A BOTTOM CH AD SPLICE. LIAL E SS NOTED OTHERWISE. CURMIT TPI BRACIfJG AIVO ERECTISIS PLBLICATIOIJS. TIOtUL CESIGIJ STAIJC-AADS PUBLISHED Ov THE t:ACT)IONAL I V_ �0 APPROVAL NL'MBERS: L!LB'C 2342. FMA TC8 2014. SOCC 11) ALL COMPRESSION CHORD ME14DERS ASSLMED TO BE CCNTIflL-DUSLvt5j THIS DESIrAl COI'FDF*t5 70 CURRENT TPI DESIGII SPECIFICA- 2�0 FOREST CRODUCTS ASSOCIATION. 7251. BOCA FILE 96-125 8 C Ist EITHE -MItl.) PLvWMD SHEATHIJIG. 1.2' TIONS FCA METAL PLATE CONJECTED WOrO TRUSSES AIC 21 1 1 1. :ALL "B"A"C1116 MEMBERS SPACED AT 16' O.C. QUALI,I( S7 TH S DESI&I 15 BASED 011 CLAA1 Crt#IECTDA PLATES CULY. 8) THIS TPUSS HAS BEEll DESIGNED FDA THE LrADJltG SHOW(J :A, I OR, . A AHDAQDS FC`Q JAMES. 31 COf#JECTCQ PLATES SIZES ARE BA SED ON AY14L FORCES ONL4. Oil THIS DRAWII*. 111STALLATI011 AIJO USE SHALL CONFORM Z)0. If& 55 lIOTEO OTHERWISE. lei 110 14E 4BE a OF THE I RUSS HAF BE CUT OR MODIFIED 114 All, WA,. 41 C a I L Z S S 1 27) 07 IEC OR A ATE SIZE SARE CALLED OVT W1rTH iACPOSS SLOTS� WITH THIS DESHIN� 12) Em INDICATE BEAR 110 LOCATICII. SPECTIAL HANDLJI*CAPE SHOULD BE TAkEll COMING SHIPPING JUID LEtJGTH I DISIGM IS APPLICABLE T SHORTER SPA.TPMES OF EPEC JON(IF TRUSSES SEE MITI_91 FOR AECOMMEN3ATJOftS. CALL gLO1,1r SLOI:1 A111 I"ECOP'1E T'O"D" THE 9� THIS ICAL L.A.".AND CDNFT� .1 J . I. LPATICN_ ZE HE TI 1rNGT,. �I-Ellt :C(AIFIGURATION AND LOADING SPECIFIED By FABRICATOR REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POUDING MUST BE MADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAFT -ANTICIPATED HOPIZOUTAL MOVE14EIlT UNDER TOTAL LOAD .544* 2-11-11 3-0-0 RUN 1-6-5 4_i0_g 4-8-13 4-JO-9 7--8 4-7-5 4-7-5 5-1-13 RUN 1-5-14 1-5-14 Max Height 9-10-3 03 74 PLF 12 Y, 3'�0- 5-If 1 z 3JJIL 12 6 _L=:t7%I�Z- 1 57-1 2x3 18380 (3.5172% 3x4 3x4 10 [3.5153% 9., 3xa 3x4 jx4 302_,2.85 20 PLF 3-0-0 4-6-0 4-10-9 4-8-13 4-io-9 7-0 6-il-0 7-5-8 02Ds #2 #2 02 #2 02 #2 1-4-0 2x4 2X4 2x4 37-0-0 2x4 2x4 2x4 2x4 1-4-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 199t) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED; 94d AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUIRFMENTS. No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 13.83' from the left end of bottom panel 07. Maximum PPLive Load Deflection of .502* (8/16), Index-.411. (L/877) Maximum PPTotal Load Deflection of .767* (13/16). Index-.429. (L/560) P F-L) a 31 RECOMMENDED CAMBER: .43* L4A (A)I ND CLARY DIVISION PLATE TYPE: D.C. SPACING LOAOING fPSF) TC LUMBER TRUSS: 37'0' H-19 T-7 ONG. # ALPINE.ENGINEERED PRODUCTS InC V2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - MIR 77 7 toot S GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 OAtE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 Ds SP LAYOUT 10: OF 4214) 660-3940 PLATE AREA: K_TNt-_FM_STL LL BC 0 WEBS q- 768 33.33 DL BC 10 2X4 03 SP ADDRESS: .-..SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/0 I E 4BER SHALL BE OF THE SPECIF[ED MINIMUM GRADES. 5) CONDECTO-PLATES SHALL BE 111STALLED SIM14ET-ICALLI Off 10, ALL IEUSION CHO r MEMBERS ASSUMED TO BE COUTINUOUSL 1 13) INDICATES k ATE-AL B-ACItIll 14EMBER (1/4 MID., B R C I 1 5 E A THIDG. I/Q* 141 THE IP�jSs. pEpMAUEUI. At IT) SPECIES AN 192 MA�IM�JM M3ISj1jP[ COUTEHT. CIA SUCH THAT 714E JOTUT PA ED B E THER 3/B' (14111) FL�01000 H F TO A 61 1 IT SPACE 1_1 :rISTALLATICII ADD EPECIIOU OF IS 6 IT UER LLOWABLE STRESS 11LUES. ALL IALIJES USED OR C 0" SPLICES ARE NOT RECOMMEHOED TO OCCUR THOU: DRiWALL DO BRACING MEMBERS D 10' 1 EM GRAPI BRACING SRUJILD BE DOUE 114 ACCORG"ICE Wjj� ,OR DESIGU I'E BASED 0'A TUF LATEST EDITIOU OF I E UA- DIRECTL I ABOVE A BOTTOM CHORD S L I CE, UUL ESS UOIED OTHERWISE C UPPEfU TPI BRAC114G AIIO ERECTIC14 PUBLICATIONS, IT 1 5 I� S R 11) Of AL ES 0" TANOA DS PUBLISIIED 81 TPE NAI tIAL 7) V-dCOOBAPP HOVA NUMBERS: IJBC 2342. FHA TCI3 2014. SBCC 11) ALLCCG PRESSION CHORD MEMBEFISFASSUMEF TO 13E CONIPLIDUSLI15i THIS FESIGti CDIIFDR145 TO CURRENT TPI DESIST,SPECIFICA- FOREST PRODUCTS ASSFCIATIOIJ 7251, OCA 11L 06-125 BRA ED BI EITHER 3/6" fMIN.i LVW000 SHEATHING. I/?' IT ONS FOP METAL PLATE COUUECTED WODD TRUSSES ADD 2) 1 14 IS OESIRI'I'S BASE 0 DI I CLAP I COUNECTOP PLATES OULI 8) THIS TA�JSS H A S 13EEII DESIGUED FCA THE LOADIUG SHOWD fMIT1.) DReWALL OR 13RACIIIG ME14BEPS SPACED AT 16' a c R�j ALIT( SfAIJOAPDS FOR TRUSSES. 31 CO;ItIECIOP PLATE S 5 1 ZE 5 A RE BASED 0" AXIAL,FO CES OIJLI. OU THIS DA A W 1 11 IIISTALLATIOU ADD US E SHA LIE CUTFORM IMA$), UNLESS DOTED OTHERWISE. B� ,I,MEMBER OF THE TRUSS MAI BE CUT OR 14001FIED III ANI WAI. 4) COJIJFCIGA PLATE SO ES ARE CALLED 0 1 �T (A CROSS SLOTS) WITH THIS DEST 0" 1 IDDICATES BEAPIUG LOCATIOD 17) SPECIAL HANDLIUS CARE SHOULD BE TARED DURING SHIPPING ADD Z 'j W r B' LENGTO (ALDRG SL 3TS, ARD THE DR I ENTA T ION OF THE 91 1 IS DESIGN I S APPLICABLE To S"DPTR SPAN TRUSSES OF ERECTIO14 OF TRUSSES SEE MIB-91 FOR FIECOMMEUDATIONS ,'NOTH, O�'Nj' 'IS SO E CALL OUT 15 THE DIRECTIC14 OF THE PLATE CSL 1.01-1111; AN-C-IFI- 1TrN -CGNF IGUR 4 T IOTI AND LOADING SPECIFIED Be FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RE5PONSIBIL17Y OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONOING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARe. -AtilICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD 291' 3-11-11 1-4-8 3-2-12 RUN 4-6-0 4-3-3 4-3-3 5-7-8 6-0-0 3-9-4 RUN 1-5-14 1-5-14 Max Height 0-10-3 74 PLF 12 'Iz�]6 X ci B X CIO iB390 (3.5172% 3x4 3x4 3x8 (3.5153% 6XII 4xB I'm 3x4 302—2.95 CU 20 PLF 12 F- 1-4-B 4-6-0 6-3-0 6-3-0 5-7-8 6-0-0 7-0-0 02 02 02 02 02 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEEI: ill) MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCAIION: (Se) area UPLIFT CONNECTION REOUIRED: 91111P AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES tO AND It ABOVE FOR CHORD BRACING REOUIREMENTS. No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.63' from the left end of bottom panel #2. P E L) 3/--)�5_/'?-3 Maximum PPLive Load Deflection of .406" (6/16). Index-.332, (L/1085) HA Maximum PPTotal Load Deflection of .636" (0/16). Index-.347, (L/693) 1,V I AID 10 alp- CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-17 T-6 0 ALPINE ENGINEERED PRODUCTS Inc v2000 2-0-0 LL TIC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. 7.0 BC LUMBER PROJECT: CENTEX 3706 A & B DA TE: 27 Jan 1993 _4 GRAND PRAIRIE, TX 75051 ___r— -A- OL Tc 7 2X6 #1 Ds SP 01 (214) 660-3940 PL.A E ARE X C: FOR STL LL BC 0 WEBS LAYOUT 10: ? ?_ 41,MHER 618 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I LU14B P SHALL BE THE SO D GRADES. 5� C5NHE�TDP PLATES SHALL BE INSTALLED SfMOETAICALLI Oil 101 A IT TENSION CHORD 14EMBERS AS5'JAED To OF COHTI?4UOt)!�Lf 131 114DICATES LATERAL UPACING HERB_f XIM R No_U C FT,S T OF T EC;�TEAE-CIFQ�11141'Ejt`IT. OR SUCH THAT THE JOUIT BRACEP Rv EITHER 3/8" H47113 L.11,130D SHEAIHIH3, 112 IA! INSTALLATIGN Ain ERECTION GF THE T�'%R s" c A fj 191 MA 114.111,1 ss. E. T Ain 15 CTCH;G�]ERRALLCIWABLE STRESS �ALUES. ALL �ALUES USED 6) T'LP C"� SPLICES ARE NOT RECGFINENDED IT,GCC,JR fMINi CAH�NAI_1_ OR BRACING 14EMBERS SPACED 10' � C (HAI� I E PGRARI BRACING S�IGJLD BE DIXIE N'AC er'ZI, I I FOR IT S 5 A E BA'ED (511 1 HE LATEST EDITION GF THE HA- I]IRECK, ABOiE A 80 ITDN CHORD SPLICE UUL_ESS NOTED OTHERWISE CUPRE141 TPI BRACING Ain ERECTIGN PUBLICAT jo��CE W 'I AP t A s. FUDJAL DESIGN STANDARDS P'jBLI5HED B, THE HATID114L ?j V- 'jo PROVAL PJIABEFIS: 'JBC 2342. FHA TCB 2014. SBCC 11) LL CC, RESSIG14 CHORD ME14BERS ASSU ED TO BE CD141114-JOUSLO51 THIS DESIGN CONFUIROS Tr CURRENT TOE DESIG14 5PECIFICA- 21 UTPEST OR001CIS ASSrCIAt1 ON 7251. BOCA FILE 86-125 BRACED Elf EITHER 3/B" IMIM ) PLfWCo6D SHEATHING. 112' 1 IONS EGA METAL PLATE CGNUECTED WOGD TRUSSES AND 15 DESIGN IS BASED BIT CLAR(CGHNECTDTI PLATES ONLY THIS IRIS HAS BEEN DESIG14EO FOR THE LrADING SHOWN (MITI.) D iWALL OR BRACING MEMBERS SPACED AT 16' . C. DuALlIe STANDARDS EGA TRUSSES 3, ED S S A t I,, in OUI�ECTTOR PL AIES,SI2FSAAPr CDASE D ON AYIA FORCES 0144_�. oil THIS DPANING. IIISTALLATID14 AND U E H LL C014FOPM (MAX), UNILESS NOTED DTHEPWISE. ME1413EA GF THE TRUSS MAe BE CUT GA 14GDIFIED IN ANI WAI. 41 Cot IT EC OR PLA I E IZES RE ALLED OUT W DTH (ACROSS SLOTS) WITH THIS DESIGN 12) Se INDICATES BEARING LQCATIGN 0) SPECIAL HANDLING CARE SHOULD BE TAKE14 DURING SHIPPPQ AND B, L E14GTH 1 91 PUSSES OF ER _9 o �'Li_ B�1_01'11 Ll TSIR1111IT11.1 11, OP'1ElITA'T'1.1'1'I Itil SPAT' T EC IGN(IF TRUSSES SEE HIB I F P RECOMMENDATIONS S 51z THE C N OF I, T LENGT11. ID C L A. AT IX 'G Pi -CONFIGURA I AIIC,LOADINIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIDMAL PLATING FOR HANDLING TRUSSES 15 RE51POUSIBILITe OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOHN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE A140 IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR(. -ANTICIPATED HORIZONTAL MOVEMENT LAIDER TOTAL LOAD �314' 2-5-8 RUN 1 4-6-0 5-3-0 5-3-0 5-2-0 3-4-B 5-4-8 5-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 7-0-3 12 m "ZI 6 x cu 3x4 12 6 el X ol r" m 1839# (3.5153% 15117- 3x4 3x 1839# 7xit 3X4 7 (lu (3.5153% 3x4 3xi I X 31L 12 20 PLF 2-5-0 4-5-0 5-3-0 5-3-0 5-2-0 3-4-8 11-0-0 #2Ds #2 02 02 02 #20s 1-4-0 2xA 2x4 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCC1 1991) 11 IND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: '7#'240 AT EACH SUPPOIV LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 26.25" from the left end of bottom panel 03. 1�>Pzcu 3 Maximum PPLive Load Deflection of .378" (6/16). Index-.309. (L/1165) 14P Maximum PPTotal Load Deflection of .593* 19/16), Index-.323. (L/743) I AID CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-15 T-5 ALPINE ENGINEERED PRODUCTS Inc V_j2OOO 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A & B DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7.0 DL Tc 7 2X6 #1 Ds SP t2l 4) 660-3940 _PLATE_APek---t INC. FOR STL_ LL 8C 0 WEBS LAYOUT To* 590 OL BC 10 2X4 #3 SP AODRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE, TOTAL 47 EXCEPT AS MAY BE NOTED i/B I) LU4BER SHALL BE OF THE SPECIFIED MIjNm!JM(]�ABES. 5) CGHHECTUA PLATES SHALL BE INSTALLED S'1414ETAICALL� D11 10) ALL TENSION CHORD 4EMBEAS A55t,MLD TD BE CDNIINUMISL� 131 IND;CATES LATERAL BPClt$G MEMBER I IX4'Nj'1.) SPE CIES. MID 19%14AX114IJ14 l,lOISIUPE CDIHENT, OR 59CH THAT THE JOINT BP"CEO By EITHER 3/8 (MIN) FL IWODD SHEATHIHG. t/2' 14! INSTA'L AT G1 AND EAECIIGH OF THE TRUSS PER AN"f. AIIV IS GF HIGIES -LL3WABLE STRESS VALUES. ALL VALUES USED E) I GP CHCRE; SPLICES APE NDT PE GMMENDED TO OCCUR Hill, OR�WA L L DR BRACING MEMBERS SPACED IT,' (MAII I E HPCRAR, BR-CIN�SHG'JL0 BE ODHE 114 ACCGRGANCE N I TH F a"BE S I'IT AS E BASED ON THE LATEST EDITION OF TttE NA- DIRE CIL' ABOVE A BOTTG14 CH ORD SPLICE. UNL E SS NOTED GTHERWISE CUPREHT TPI BRAC114G AND ERECTION P�)BLICAIIGUS. 11 UNAL DESIGN STAHOARDS PUBLISHED BY THE NATIDNAL 71 V-2C"O APPROVAL NU`4BE RS: UBc 23,12. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME14BERS ASSUMET' TO BE CQNTINUDUSLfl5) THIS UESIGN CDHFDRMS TO CURRENT TPI DEsiGL4 spEcIFIcA- 725 13 S I CC FOREST PRODUCTS ASSOCIATION I' DcA FILE 86-125 BRACED BY EITHER 3/a,' rmjN.� PLYWOGD HEATHING, 1/2' IONS FOR METAL. PLATE 'NNFC TED NUDE)TRUSSES AND 2J TH I S DESIGN IS BASED DU CLAP�CONNECIDA PLATES DNLY IN THIS TRUSS HAS 8 Ell DESIGNED FOP THE LOADING SHDWU Ill.) DRYWALL OR BRACING ME14BERS SPACED AT 16' D.C. OUALIII STANDARDS FrA TPUSSEs. 4A AS 18 31 -0NNECTCA PLATES SIZES E 8 ED 014 AXIAL FORCES ONLf. D11 THIS DRAWI G. 114STALLATIOII AND USE SHALL COIJFOR14 MAY). ENLES ?TOTED DTHERWISE. 16, NO ME14BER OF THE TRUSS MA� BE CUT GA MODIFIED ITT AN(WAV. �i C7 11 VECTGA PLATE SIZES ARE C ALLED OUT WIDTH iACn7SS SLOTS),, WITH THIS CE51GN 12) EM INDICATES BEAAIN3 LOCATION 17l SPECTIAL HANDLING CAFE SHDMD_BE TAKE 11 DURING SHIPPING AND B LENGTH (ALDNG SLGTS) A14D THE DRIENTATION OF THE THIS DESIGN 15 APPLICABLE TO ShDPTFP SPAN TPJSSES DF EREC I ON OF TRUSSES SEE HIB 9 1 FOR RECOMMENDATIDNS SIZE CALL OUT 15 THE THRECTICtj OF THE PLATE tFNGTtI. IDENTICAL LOADING A14D CONFIGUFIATIQN -COUFIGURATI011 AND LOADING SPECIFIED Be FABRICATOR -REPETITIVE 14EMBER STRESSES HOT USED. -ADDITIONAL PLATIIIG FOR HANDLING TRUSSES 15 PE5PDNSIBILITf OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN PROVISION F014 THE PREVENTION OF PC44DIIIG MUST BE 14ADE AND 15 NOT THE RESPONSIBILITI OF THE TRUSS FABRICATOR OR CLARe. RUN 6-7-8 6-4-8 4-8-0 4-11-8 5-4-8 4-4-8 A-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 6-10-3 12 3x4 X 12 cu 6 F�' iB39# To Im 1, [3.5172% 3x7 IB39# 3x4 [3.5172% 3x1I 3x7 5x6 cu 20 PLF 6-7-8 6-4-8 4-8-0 4-11-8 5-4-8 9-0-0 1-4-0 J-4-0 37-0-0 DI BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI f990 WIND SPEE�: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCAITON: (Se) areo R D: UPLIFT CONNECTION REQUI E AT EACH SUPPORT LOCATION. NET WIND P�1':SSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES J) AND It ABOVE FOR CHORD BRACING REOUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 37.19" from the left end of bottom panel 04. Pt L) 3/.�)SM S Maximum PPLive Load Deflection of .296* (5/16), Index-.242. (L/1488) VIA Maximum PPTotal Load Deflection of .464" (7/16), Index-.253. (L/949) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0" H-13 T-4 ALPINE ENGINEERED PRODUCTS Inc V -000 2X4 #2 N SP ENG. FORt TRUE TRUSS INC - IBOI S. GSW PKWY. 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT TO: gOF2d (214) 660-3940 PLATE�-AA8A. X !NC� FOR STL LL BC 0 WEBS 402 33.33 DL IBC 10 2X4 #3 SP ADDRESS: SCALE* MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I LU4BEA S-LL BE OF THE SPECIFIED MIHjMjM GRADES� 5! C011HECTOP PLATES SHALL BE IHSTALLED SIMMETAICALLV Olt 10) ALL TENSION CHOnD ME14BEPS ASSUMED TO BE CONTINUOUSLi t 3? 14- LNOICAIES LATERAL B.AcIl it""I" '4 TO MEMBER SFIECIES. AUD 19X MA/U4JM,l4OISTUPE COUTEUT, OR SUCHSTHAT 6� THE J01tJ eAACED 8V EITHER 3/8" 111) PLIWOOD SHEAIHIHG. 112' 14) IHSTALLATIGH AND ERECTION OF THE TF'jSs. -E.MANEUT. AIC I OOH I _ IS OF HIGHER ALLO-BLE S HESS VALUES. ALL 1ALUES U ED 3P CmCRD SPLICES APE NOT PECIMHEHDED TO OCCUR 114111) DR�WALL OR BRACING MEMBERS SPACED JG' a NA11 TE14 CRAP� BRACING SHOULD BE E U ACLGRO�110E WITH FOP HOESIGHAPE BASED Oil THE LATEST EDITION OF THE UA- DIREC I Lt ABOVE A a OTT ON CUORD25 LICE. "NLESS IJOTEDOTHERWISE, V,51 CURREHT TPI BRACING AUD ERECT 10 IPU LICATIUIS. it 0 AL DES Gil STAUGARDS PUBLISHED By THE NAUUHAL 7, V-2"() APPROVAL NUMBERS7 UBC 342. FHA TCB 2014. SOCC 11) ALL COMPRESS Ott CHORD MEMB RS ASSUMED TO BE COHIINU USL THIS rESIGII CONFORMS ICi CURREUT"PIBDESISM SPECIFICA- Fit E P 05UCTS ASSOCIATIOU 7251. BOCA FIL 8 1'5 BRA C ED Bf EITHER 3/0" N1141 PLYWOOD SHEATHING, 1"R' TIC445 FOR METAL PLATE COMNECTED WOOD TRUSSES AHO P ST P 21 THIS DESIC44 IS 8 ASED Oil FLAAF CGHHECTOR PLATES OFILY 8) THIS TRUSS HAS BEEN DESIG"ED FOR THE LOADIFIG SHDWII (MI H DFT(WALL OR BRACING MEMBERS SPACED AT 16� 0 0 AI_17� STAUDAPOS FOP TRUSSES. 31 CO ll;ECITO PLATTESSSIZES A RE BASED ON1 AXIAL FOPCES OULI. Oil THIS DPAWIHG. 11,STALLATIOU AIID USE SHALL COMFORM IMA UNLESS 1107ED OTHERWISE. 26, HUO MEMBER OF THE TRUSS MAV BE CUT GA 140GIFIED III ANI WAI. 4j CO�lt Ec OR�LA E IZES ARE CALLED OUT WIDTH [ACROSS SLOTS) WI:H THISED SSIGt4 12) SaX TUDICATES 13EARIIIG LOCATIrll 171 S EC IAL HANDLIOG CAPE SHOULD BE TAKEU DUP1140 SHIPPING AHE) M I G S 9i I E P C I 8, LEPJGTH ALOUG SL T : AND THE ORIENTATION OF THE . S DEST 14 1 APPLICABLE TO SHOPIEF1 SPAtl TRUSSES DF ERE 7 CU OF TRUSSES SEE HIB-91 FOR PEC:GMMEt1DATIDHS 51ZE CALL OUT 15 TEIC DIBECTION OF THE PLATE LENGTH, IDENTICAL LOADING AND CONFIGURAIION. -CONFIGURATION AIJD LOADING SPECIFIED Bf FABRICATOR -REPETITIVE 14EMBER STRESSES 1JOT USED, -ADDITIONAL PLATING FOR HANDLIIIG TRUSSES IS RESPONSIBILITe OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVE14TION OF PONOING MUST BE MADE AII0 IS tIOT THE PESPO14SIBILITY OF THE TRUSS FABRICATOR OR CLAP(. 3-8-12 RUN 5-7-8 5-4-B 3-10-8 4-0-4 3-8-4 3-B-4 7-0-0 RUN 1-5-14 1-5-14 74 PLF Hex Height 5-10-3 12 12 3x4 5 3xB 3x4 X ,n' 18319# 3 5172% 3x4 21x7 1839# 3x7 5x6 3x4 4XII in (3.5172% X CU 3-8-12 20 PLF 11-0-0 3-10-8 4-0-4 7-4-0 7-0-0 1-4-0 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 091) WIND SPEED: 110 MPH MEAN ROOF 14EIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: '7qP# AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA _1q3 Maximum deflection occurred 25.81* from the left end of bottom panel #5. PC U 3 Maximum PPLive Load Deflection of .38' (6/16), Index-.311, (L/1159) 'y I P, Maximum PPTotal Load Deflection of .596" (10/16). Index-.325. (L/739) OWL-1 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING fPSF) TC LUMBER TRUSS: 37'0" H-11 T-3 ALPINE.ENGINEERED PRODUCTS Inc V_j?000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - IBOt S GSW PKWY. SIC LUMBER PROJECT: CENTEX 3706 A & 8 DA TE; 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP (214) 660-3940 1 PLATE-AREA:_ 9 1 N-C-. -FOR—ST I— LL 13C 0 LAYOUT 10: OF WEBS Z?L I � 464 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I I LH,48FA SMALL BE OF THE SPECIFIED MIHIM-jM GPADES. 51 CORR(TrTUA PLATES SMALL BE IPSTAt LED SIMMETPICALL 1 014 10) ALL TEUSION CHORD MEMBERS ASS-UPEr, 10 BE EOIJTILIUO�J5L� 13f 'Ir- 11 CATES LATERAL B�ACING MEMBER (IX4 MIR I HPACED Bv EITHER 3/8" 1141111 PLIWOOD SHEATHIP6. I lR:GP Ald)EPECITGR OF THE tPUSS. PERMAIIEP7. AND SFECIES. A'ID 192 MAXIMUM MOISTUPE CC'ITEHT. 0 SUCH THAT THE j3lUT 12- 14? 111STALLAT IS F M I a"U" ALI-0-BIE STFIESS 4 A L HES. AL L V�LUES USED 6! 1,P CIIC�U SPL ICES APE HOT P CGMHfNDED TO OCCUR IMIP) UPOWALL &P BPAC JRG MEMBEFIS �PACED IC' 0 C 41A�) HE PWAP,UPACIR' SHU.Xr,BE O(AlE 114 ACCCPOARFr NJ IM r FOR DES15H APE BA5 0 UP [HE LATEST EDITIOR OF THE BA- ,IR C11 I ABOIE A BOTTO14 CHO D SPLICE. UNLESS 140YED OTH(,PWISE C11 FIFTH TPI SPACING AHD EPECTIGH P�JOLICATIOPS, I IOHAL Fr S I OR S T�;�r,AR TS 7UMI ISHED By THE HATIOUAL 7 j ,-2COOBAP IROiAL HIJMBERS UBC 2342. FIMA ICB 2014. SBCC 11) ALL COMPRESSIOt4 CHORD ME14 ERS ASSU14ED 10 BE COLTINUOUSI-05) I HIS DESIGIJ CDOFORMS TO CURREBT IPI CESIGH SPCCIFICA- "PEST PRODUCTS ASSDCIATI 0' 7251, OCA FIL 86-125 BA ACED B1 EITHER 3/B" IMINA PLYNOrD SHEATHING. 112* 1 ID 45 FOR 14"AL PLATE CORRECTED WOOD TRUSSES ARTS 21 1 H IS DESIC44 IS BASED BIT CLARI CQHPECTOA PLATES DOLY 8) THIS TA',JSS HAS BEEN DESIGHED FOP THE LOADIIIG SHOWN (NITTA DAINALL OR BPACIRG MEMBERS SPACED AT HS- OUALIT( STA41DAPOS FGA TAUSSES� 3� CC SIZES AP S oil THJ� C tA;ECT0P PLATES F BA ED OR AYIAL FORCES OHLV , D ANING. THSTALLATIOR ARD USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16� IT() ME14HE A OF THE TRUSS mAe BE CUT OR MODIFIED 114 AT41 W41. 41 X ECTOP PLATE SIZES APE CALLED BUT WIDTH IACAOSS SLOTS� WITH THI t2) gE IPDICATES BEAAING LOCATIGH 171 SPE CIAL HANDLIPG CAPE SHOULD BE TAkEP DURING SHIPPIP-3 AUD a? S DFS'C 81 LIRGIM 1�1,11111G 51-111SI Al. THE DRIIIIIATIOR OF THE 9) THIS OESIGN IS APPLICA13LE TO SHORTER SPAR TRUSSES OF ERECTION OF TPAJSSES SEE HIB-91 FOR RECOMMENDATIONS 51ZE CALL B, THE BLPLCTIOU OF THE PIATF IENGT" IDErjjCAL LOADIHG APD COPFIGURA 1911, -CUIFIGURATION AND LOADING SPECIFIED B1 FABRICATOP- -REPETITIVE 14EMBER STRESSES NOT USED. -AODIT I GNAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN- PROVISION FOR THE PREVENTION OF P0140ING MUST BE MADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARf. 3-6-4 RUN 4-7-0 4-4-8 5-2-1 6-3-13 4-5-9 3-6-4 5-0-0 RUN 74 PLF 1-5-14 1-5-14 Max Height 4-10-3 12 12 6 U7, 3x4 X 5x5 3x4 1839# 7� 1 13.5172% 3 3x4 Ilu J839# 3x7 3x4 5x6 5xil (9 [3.5172% M, ri 20 PLF 9-0-0 5-2-1 6-3-0 4-5-9 7-0-0 5-0-0 02 02 02 02 #2 1-4-0 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: t3 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRE[): 17q1 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES In AND Ii ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.19* from the left end of bottom panel 04. DI PEL) 3,1_-)6-1q3 Maximum PPLive Load Deflection of .472" (B/t6), Index-.386. (L/933) Maximum PPTotal Load Deflection of .74" (12/15). Index-.403, (L/595) RECOMMENDED CAMBER: .4" 10 D CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-9 T-2 A 1801 S. GSW PKWY. __2 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - Mill LPINE ENGINEERED PRODUCTS Inc v 000 2-0-0 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 BC LUMBER 2X4 #2 Ds SP PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 0, � 12�41 660-3940 PLATE AREA_-___x-INC_. FTA_S_TL LL 8C 0 WEBS LAYOUT ID: 'A 514 33.33 DL BC 10 2X4 #3 SP ADDRESS: I MEMBER TRUSS PLATE INSTITUTE SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I I LU4BEA SH— BE UF THE SPECIFIE0.111IM-11,GAADES. 5! C011HELTUA PLATES 5HAIL BE INSIALLED Sf1414ETAICALL,` On to) ALL TE11SIO14 CHO�D 14EMBEPS ASS�)14170 I(]BE C011TINUOUSLI 13) :1'- 1 111)�-AIES LATEPAL BAkCIH� ME�BEP (114 Min _CIES -tJ0 19-A MDISTU�E COUTEtO. OR SjCH THAT THE J0111T BRACED By EITHER 3/8** �Mlfl) PLIN03D SHEATHPI-3, 112' 14) IIISTALLAT 511 AND E�ECTIGN OF THE T��jSS, PER AtIENT. AIID I S 5F "IG,,ER ALLONABLE STRESS iALUE5. ALL IALOES USED fi: It-V CHCA r, SPLICES ARE 1401 REC61414ENOED TO OCCJP (HRO DPIWALL OR BFIACIFIG HEMBEFIS 9PACED IC* Q C (MA,I:. TE14P�XR I BRACT o -A CCRr�fM.CE WIT. F 0 DESI�U ARE BASEO OfA ItIF LATEST EDITIDII OF THE 11A- DIREC I I I ABOVE A BOTTOM C�UPb SPLICE UILESS NOTED GT�ERWISE CURPEIIT IPI FRArl�114O"" b BE DOUE It'A I o A, F, I I A ',)BL ICAI IC445 ��IID14AL U[-�IOU 5TANrARD5 P'J"1,15IIED Be THE 11ATIDIii-L 71 q 2oo P oWA L UMHE-RS U8C 2342. F"A ICB 2014. SBCC 11) ALL CGMPPFS51DI"QRD ME14BERS A5SUMED 10 BE CGtjTIN1JD1jSLn5, THIS DESIGII COUFORM5 IT" ERECT1614 P I C I o S CoCURRENT IPI DESISN SPECIFILA I�PESBCP I)CU"P; ASSrClAtIO14 7251, BOCA FILE 86 125 BRA ED Be El 14FA 3/8" :Mltl.) PLvWO D HEAIHI?*, 1/2* TIONS F5P METAL PLATE c NtECTED IOGO TRUSSES AUG 21 IS 5101 IS BASED D14 CLAPI CGUIICCTDA PLATE 5 Cly 8) THIS TPUSS H A S BEE It DESIGNED FOR THE LGADI"G 5HDWII MITI.) DRfWALL CIR BRACHIG MEMBERS 5PACED AT IV 0 C. G ALIT, STAIIE)AACIS FOP TAU55ES 3� CG;R�EITOP�LATESSS12FS APE BA5FD Oil AY14L,FO CES OFILI. Of$ THTISID AN I f1G, IIISTALLATIGII Alto USE SH A LL CUWD�N IMA y). L#jLESSSIIOTEDIOTHEAWISE. 6) 120 MEMBER GF THE TRUSS MAI BE CUT G-MODIFIED Ili A14V MAI, co It EC Ton jLA(I)EG UES APE CALLED OUT W I OT (AEPOSS SLDTS� wi Ill H s DE51GIA 12) Be 111DICATE BEAR IIG LOCATIGti t7l S P ECIAL HA11DLIII5 CAPE SHOULD BE TAKE?$DUAlt4G SHIPPI14G A11D Be LENGTH AL N sLDTS) MIT) THE DPIENTATION GF THE 91 THIS DESIGM 15 APPLICABLE TO SHDRTER SPAN TPUSSES BE EFEC IGN OF TPUSSES SEE HIB-91 FOR RECG"EtAIATID14S 1IZE CALL-02115 THJ-P 8 CT1014 OF THE PLATE LEJIGTH, To -ELUICAL t9hDING AND CONFIGURATION. -cOIlFIGuAATIQN AND LOADING SPECIFIED Be FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN. PROVISION FOR THE PAEVEUTION OF PUIDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-2-8 3-0-0 ALIN 3-9-8 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 _RUN 74 r- 167 --- PLF J-5-14 02 02 #2 1-5-14 2x4 2xE4 2x4 Max Height 3-10-3 7A-O 12 129# 6 12 6 F" 4x4 In 9xit X X ru 4x4 3 E I Fa o (3.5140% m, 5xg 3x 4195# X cl, 4x4 4xB ru 3804# 3x6 exs 5x7 X Cu [3.5136% 7-0-0 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 3-0-0 20 45 PLF 1-4-0 1-4-0 7-8-0 37-0-0 529# DI BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI iggi) WIND SPEEP: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: 13'-24"* AT EACH SUPPORT LOCATION. NET WIND CRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred at bottom joint #6. FASTEN EACH PLY TOGETHER WITH: 3 Members Required Maximum PPLive Load Deflection of .539" (9/16). Index-.441, (L/8 17) W 10 TOP i6d Nails 12"O.C. Maximum PPTatal Load Deflection of .845* (14/16), Index-.46. (L/521) IOT Ild Nails 12 D.C. RECOMMENDED CAMBER: .46' WEB ,6d Nails 12:D.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS�-- 37'0" H-7 T-1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X6 #1 Ds SP ENG. FOR: TRUE TRUSS INC 180t S. GSW PKWY, 7.0 BIC LUMBER PROJECT: CENTEX 3706 A & B DATE: 2 7 Jan 1993 GRAND PRAIRIE. TX 75051 DL TC 7 12141 660-19411 PLATE AREA- - t INC. FOR STL LL BC 0 WEBS 2X6 #1 Ds SP LAYOUT 10: OFA I 896 33.33 OL BC 10 2X4 #3 SP ADDRESS: -1--1. MEMBER TRUSS PLATE INSTITUTE SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I I L 4BEP SHALL BE OF THE SPECIFIED MIHTM!JM GPADES. 5! C�PJIJECTOP PLATES SHALL BE INSTALLED S�MHETPICALL� Oil 10) ALL TEHSIOII CHORD MEMBERS ASSUMED 10 BE COUTIHUU'JSLf 13) 111DICATES LATERAL SPACING MEMBER ILX4 MITI, SPECIES. AND 192 MAXIMUM MOISTURE rOHTENT. CIA S'JCH THAT THE JDIHT BRACED By EITHER 3/8" (MIH) FILIWOOD SHEATHIH3, 112- LAI IIISIALLATIGI AND E�ECTIGII OF 114E TPUSS, PEPMAIIEIIT. AIIC I OF HIGHER ALLOWABLE STPEq' iALUFS. ALL iALUES USED 61 1 GP ' SPLICES AT' 1101 PECOMMErIDEO TO OCCUR (Hill) DROWALL OR BRACIHG ME1413EPS SPACE[) 10- 0 C (MAII TEMPOPAR BRALRIG SHG'JLF HE DOHE 114 ACCGMAtICC AITH S C"OPC FOR DESIGN ARE BASED Df4 THE LATEST EDITION OF THE HA- DID CTL� ABOV E A BOITGM CHURD S LICE. U11LESS 140TED OTHEPWI�E CURRFHT IPI BRACING MID ERECTIGH PUBLICA71GHS, I I O"AL DES]Gt4 STANDARDS PUBLISHED By THE MAT I Or"L 7) V-2000 A PROVAL MUMBERS: LJBC 2342. FHA TCEI 2014. SOCC III A L COMPRESS 1 ON CHORD MEMBEFIS ASSUMED TO BE COMTVIVOUSLY15) I ts 1 5 DE SI GET C UNFORMS TO CURREUT TPI DESIGH SPfCIFICA- FORE 5 T PRODUCTS ASSOCIAT lot4 7251. IT OCA FIL E 86-125 BRACED Elf EITHER 3/B" NITS,! PLYWOOD SHEATHIHG, 1/2* TIOHS FOR METAL PLATE COMHECTED 14000 TRUSSES AHI) 2) THIS DESIC41 15 BASED(31)CL ARe CO"ITE C TOP PLATE S O"L y 8) THIS TRUSS HAS BEEN DESIGHED FDA I HE LOAD IHG SHOW" (MI14.1 OR(WALL OR BPACIHG MEMBERS SPACED AT 05* o.c. DUALlIf STAUOAADS FDA TRUSSES. 3) C QMI$ECTOR PLATES SIZES A RE BA SED Oil AXI AL FORCES ONL�� Oil THIS DRAWIHG. IIISYALLATIGII AJID USE SHALL CONFORM (MAY), UtIL SS HOTED OTHERW15E 16) HO MEMBER OF THE TRUSS 14AY BE CUT OR MODIFIED III ANI WAf� 4) C OrRIECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLDTS) WITH THIS DESIGN t2) BE IFIDICATES BEAFIIIIG LOCATIOU, 17) SPECIAL HAMDLIHG CARE SHOULD BE TAWEIJ DURING SHIPPLIIG A110 Be LEHGT All" THE IIPIIIITATIOI 'F THE 9' '"IS DESIGM IS APPLICABLE 10 SHORTER SPAN TRUSSES [IF ERECTIO14 OF TRUSSES SEE HIB-91 FOR RECOkMEMDATIDIAS SLO" ECJ.i OF THIE FLAT CA, L., SI E CALL OUT IS 1.1 -.11 E LEII.11,. 1.11ITI 'DING AM.C.i'IGURATI.M :COI IFIGURATIOT AND LOADING SPECIFIED 13Y FABRICATOR ADDITIC14AL PLATIIIG FOR HANDLING TRESSES IS RESPOUSIBILITf OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOR THE PREVENTIOU OF PONDING MUST BE 14AOE AND IS NOT THE RESPOHSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVE14EIlT UNDER TOTAL LOAD .346* 4-0-12 1-io-o RUN 4-6-0 A-0-12 4-2-8 3-0-0 3-8-0 5-4-8 5-7-0 RUN 1-5-14 1-5-14 Max Height B-9-3 F-- 74 PLF 12 12 6x 11 3x4 > 12 6 C�' rn 7\ Z .3*15 1839# t' 3 10 1839# 13.5172% 6XIB x7 01 7 r 'W 7 X" 6x1j 5x6 1 (3.5153% Till 311, 2.85 20 PLF 12 F 4-0-12 4-6-0 4-0-12 6-0-6 7-4-0 11-0-0 02 02 #2 02 #2 1-4-0 2x4 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING I 'F'E: ENCLOSED RESIDENTIAL CODE: STANAARD BUILDING CODE (SBCCI 1991) WIND SPEED 1 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED; q4q11AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND il ABOVE FOR CHORD BRACING REOUIREMENTS. No trUSSeS: I THIS TRUSS ANALYZED WITH PPSA .3/-26 Maximum deflection occurred 27.19* from the left end of bottom panel #4. HA Maximum PPLive Load Deflection of .458" (7/16), Index-.374, (L/962) Lk)I P11 c:, Maximum PPTotal Load Deflection of .7t7" (11/16), Index-.391. (L/614) RECOMMENDED CAMBER: .39" TRUSS: 37*0" H-11 T-9 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER ALPINE ENGINEERED PRODUCTS Inc V_noo 2-0-0 LL TC 30 2X4 #2 N SP ENG. FORE TRUE TRUSS INC "RANDBOI S� GSW PKWY. SC LUMBER PROJECT: CENTEX 3705 A & 8 DATE: 27 PRAIRIE. TX 75051 7.0 F- - - OL TIC 7 WEBS 2X6 #1 Ds SP LAYOUT To: 214) -- --ARTF�A —t INC. OFFSTL LL SC 0 Jan 1993 —N 1 660-3940 PEATE 5?z 14EMBEA TRUSS PLATE INSTITUTE 854 33.33 OL 8C 10 2X4 #3 SP ADDRESS: SCALE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11101 L I I LUPBEP SHALL BE OF THE SPECIFIED 1411111491�GRADES 9' CD11HECTOP PLATES SHALL BE 111STAl-LED SIIIHETTUCALLI ON 10) ALL TE 151UH CHORD MEMBERS A55�114ED ID BE CD11TINHOU51-1 i3� CATES ATEPAL 13-ACII.G MEMBER (114 M III C l4t VISTALLAT, C EPEClIG14 IF THE TAUSS. PEPMAHEHT, AUD 5) 1 D SPLICES ARE HUT RECrIMNENDEF, TO G�CUFI MI I Dfl� ALL D�R BPACIHG MEMBERS SPACED H!"G. 112_A�j TEWCRAP� BRACIHG ShG'JLC,BE DOHE IN ACCGMDMICE WIT H , : ' (141111 PLIWI30D SHEAI C41 At PECIES. At' 19%MAXIMUM 1401ST-JAE CO'ITEHI, P SJCH THAT THE JZ)HIT EPA ED By EITHE 3/8 1 S GF HIGHER AILLDWABLE STRESS iALUE5 op C7 16 0 C (M UBLICATIGIIS EqIC'H R ,IALL �ALUES USED FOR D A E BASED ON THE LATEST _ TION GF THE IIA- DIPECIL, ABO�E A B IT014 CHORD 5PLI�E, UHLESS NOTED OTHERWISE rHRPEIIT TPI BRAC114G AHIG ERECTIGH P I IDNAL &E5IGN STAHGARDS PUBLISHED By THE HATIDNAL 7) V-2 CiOO APPROVAL NCM13E RS: 9BC 23,12. FHA ICB 2014. SBCC 11) ALL COMPRESS104 CHGRO MEMBERS ASSUM D TO BE COHTINUDUSLY15) THIS DES I Gil CDUFDRMS TD CURREHT TEL OESIG14 SPECIFICA- FOPEST P� UCTS ASSOCIATION 725 1. DOC A FILE .6 12 BRA C ED Bv ET I HER 3/8" (MIU.) PLYHGCD SHEATHING. 1/2 1 IG115 FGR METAL PLATE COPHECTED WGGD TRUSSES AND DD 2) 1 H is DEsIGH IS BASED Oil CLAP� CGI RIECTD14 PLATES GHL� B) I"IS TRIS HA S BEEH DESIGHEO FGP THE LGADIIIG SHOWN IMIN.) DRIWALL OR BRACHIG MEMBERS SPACED AT 16' 0 C. lx"ALIT� S I AHDAADS FIA TRUSSE5. 31 CUM IECTCP PLATES SIZES APE BASED a" AXIA FORCES 01,41-1. D" I Hi 5 DR A"I HG III STALLATIGT!AHD USE SMALL CONFORM (MAY). UHL E S5 HOTED OTHERWISE. j6) 110 ME14BEP GF THE TRUSS MA� BE CUT OR MODIFIED 114 At"WA�, 41 C 0"?IECTC)P PLATE.SIZES ARE CALLED CUT W I DIM iACRGSS SLOTS) WITH THIS DEsIGN F2) Em INDICATES BEARING LOCATIC41 17) S ECIAL HANDILITIG CAPE SHOULD BE TAKEII rUPING SHIPPIIIG AND B� L EUGTH 'AL"" S S, AND THE O8IEIIT*TICIII GF THE Bi "I'S OS"'" IS APPLICABLE TO SHOT'TER SPA'I TRUS5ES OF EFIECTIGU Of TRUSSES SEE KIB-91 FOR RECOMMENDATIONS T�2T.IFP,CTI.tj F THE PLA" LE'l, I I li�l CALL CUT Is 'I., IIDENTC� L"."G 11. :.U., -C G"FIGURATIGN AND LOADING SPECIFIED Bf FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED, -AODIT104AL PLATING FOS HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 14 -THIS I RUSS IS DESIGNED ONLY FOR THE LOADS SHOWN� PROVISION FOR THE PREVENT[ON OF PGNDING MUST BE MADE AND IS NOT THE RESP014SIBILITY OF THE TRUSS FABRICATOR OR CLAR(. 3-!5-12 1-0-0 3-9-12 ALIN - 4-5-11 4-8-2 3-0-8 3-4-0 3-6-4 4-4-8 4-7-8 RUN 1-5-14 1-5-J4 74 PLF Max Height 8-6-3 12 `4::j 6 12 6 > X 3x4 12 ru x 3x 6 > iB39# I 1839# (3.5172% E; 161 f I Z_ 3xB 3x4 5x6 3xe (3.5172% 3xB X 5xg X 0,11 cm 20 PLF 3-5-12 3-4-0 4-5-11 4-0-2 4-8-8 7-4-0 9-0-0 Farcesfi_-R; t-4-0 1-4-0 37-0-0 BUILDING TYIIE: ENCLOSED RESIDENTIAL CODE: STAI`tARO BUILDING CODE (SBCCI 1991) WIND SPEEO: 110 MPH MEAN ROOF i1EIGHT: 13 FT. TRUSS LOCA [ON: (Se) av a UPLIFT CONFFCTION REQUIRED: '7540 AT EACH SUPPORT LOCATION. NET WIND POESSURES BASED ON DEAD LOAD SHOWN BELOW. SFF NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 25.67* from the left end of bottom panel #6. 'DR eu Maximum PPLive Load Deflection of .355* (6/16). Index-.29, (L/1241) 14 A Maximum PPTotal Load Deflection of .556* (9/16), Index-.303. (L/792) TRUSS: 37'0" H-9 T-10 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC t80I S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT TO: (214) 660-3940 -PCATE AREA: 9 INC.- F04 STL LL 13C 0 WEBS PF��_q 574 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 H I' LUt,BEP SHALL BE OF I E SPECIFIED MINIMI)M ORARES 5) CONILECTOP PLATES SHALL BE 111STALLED SIM14CIPICALLi 1111 10) A L TENSION CHORD MEMBERS ASStR"ED TO BE COHTIN�)U51_v 13) IllDICAIES LATERAL 8PACANG MEMBER (I'A 4111,) SPECIE 5 AND gx MAX IMILIM MOISTURE CONTEHT OR S'JCH THAT THE JOINT SPACE 0 1"EITHER 3/8' IN]tj� PI.IWDOD SHEAlHIHG. 112- 141 INSTALLATION AND ERECTION OF THE TRUSS. PEPMANERT. AND IS OF t1IGHEF ALLOWABLE STRESS �ALUES, ALL VALUES USED 6, TOP CHORD SPLICES AN NOT HEC�,MHEHOEC III OCCUR iMIN) OPIKALL OR BRACING ME14BERS SPACED 10 0 C (14A�! I E14PC41API BRAC1115 S"CULD BE DONE 114 ACCORDANCE WITH F OR OESIGH ARE BASED OIL THE LATEST EDITION OF THE HA- r,]RECTLV ABOVE A BOTTOM CHORD SPLICE. UHL ES S P40TED OTHERWISE CURRENT IPI BRACING MID IRIECTIGN P�01_1CATIOUS. T I ONAL DES I Gil STANDARDS PUBLISHED B� THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UeC 2342. FHA TCB 2014. SOCC 11) ALL COMPRE ST I ON CHIORD ME14SERS ASSURED 7a BE CONTINUDUSL`d5) THIS DESIGN CONFORMS TO CURRENT TPI OESIGM SpE C IFICA- FORE 5 1 PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED El I EITHER 3/8" (MIN I PLYWOOD SHEAlHING. 112' 71 ONS FOR METAL PLATE CONHECTEG WOOD TRUSSES AND 21 TH I S DESIGN 15 BASED Oil CLAPI CC441ECTOR PLATE 5 "1 JL 1 8) THIS TRUSS HAS BEEN DESIGNED FOR I BE L OADING SHOW14 (MIN.) OR(WALL OR BPACING 14EMBEPS SPACED AT 16* 0 C, QUALIT( STA HOARDS FOR TRUSSES. 3� CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OuLe. Oil THIS DRAWING. INSTALLATION AND USE SHALL COHFOPM (MAX). LN&ESS NOTED OTHERWISE. 161 NO MEMBER 0, 1 HE I PUSS MAI BE CUT OR 140DIFIED IN ANv WAV. t I T 5 17) 14 4) CO IN C OR PLA E IZES APE CALLED OUT WIDTH (ACnOSS SLOTS) WITH THIS D SIGN 12) E2 INDICATES REAPING LOCATION SPECIAL HAIZLI 6SCAPESSHOULD BE TAKE 'UAI"G SHIPPING AND B, E 9) 1 1 7 RU 14 r LENGTH 1AL0115 ILOTSI AND THE ORIENTAII UNI OF I HE M S DEST 11 IS APPLICABLE TO SHOP TER IRA,, T1"S111.1 ERECTION OF S ES EE HIB 91 FOR RECOMMENDATIONS r _,LL OUT IS IH, QI.E ON.,T.,'L L,, I. J.'N"AL LO.T', A'.C �.",C 51ZE C AIF 11 C 'UNA,1 11, -CO"FIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HAWLIIIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED OtILY FOP THE LOADS SHOMI. PROVISION FOP THE PREVE 14TI011 OF PDIID114G MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARf. 3-5-12 3-4-0 3-6-4 RUN 4-5-11 4-8-2 1-8-8 5-0-0 3-9-12 7-0-0 RUN 1-5-14 1-5-14 74 PLF Max Height 7-6-3 12 lzz�j 6 SX5_ct 12 z:l 6 E 12 CU 3X4 6 F__1 1839# [3.5172% 3xB 3x4 01 18�9# 7x IP 3x 3x7 %.5 ./BI.Ck [3.5172% 3XB X 5xg X CU CU 20 PLF 3-5-12 3-4-0 4-5-11 4-8-2 6-8-8 7-4-0 7-0-0 1-4-0 1-4-0 Forces;L-P� 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 090 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOC:'TrON: (Se) area UPLIFT COVNECTION REOUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 43.6* from the left end of bottom panel #4. t C) Maximum PPLive Load Deflection of .413' (7/16). 1ndex-.338, (L/1067) Maximum PPTotal Load Deflection of .647* M/16), Index-.353, (L/681) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0" H-7 T-11 ALPINE ENGINEERED PRODUCTS Inc V__noo 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC I 804DSPRGSWIPKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE; 27 �Ian 1993 IRA AIR E. TX 75051 7.0 DL Tc 7 2X4 #2 N SP IIF% J214) 660-3940 _PLA A. C FOPISTL LL BC 0 WEBS LAYOUT 10� 578 CIL BC 10 2X4 03 SP ADDRESS: !MEMBER TRUSS PLATE INSTITUTE 33.33 C iLi.� TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I LUIABIzR SHALL BE OF THE SPECIFIED MIUIMJM GRADES. 5) CDUUECTOA PLATES SHALL RE INSTALLED S11414EIAICALL( Oil 10) ALL TE ISIOU CHORD ME14BEAS ASS�IMED 10 BE CONTINUOITSLV 13) 4- CATES LATEPAL SAtCINr (IXA 411' 'ECIES. I , I "I"; T�B 4MA!TEUT. AND S1 AtJD 19%MAXIML44 1401SIIJPE COOTENT, OR SUCH THAT THE JOINT BRACED 8 E THEP 3/8" (Mill) PLIWOOD SHEATH!110. 112' 141 INSIALLAT Oil MID EPECTIGN OF IHEMEM E� S 1E. B, 1.1 C.Ir SPLKEI AlIC 11.1 PC1:0M14EHD 0 10 OCCUR OR'WAL L OR B"ACIHG MEMBEFIS SPACED 1 0 0 0011E .."ISCIIE WITH ��;EIEIEALLO.��.I ST1111 IAIHCl, ALI IALUEF, THE 1, 0'Al"" 0"; A BA D'014 IHE LATEST EDITIOU C A- DIP CILV ABOVE S LICE t4LESS VIOTED OTHERWISE CUPHEII I BPACIUG Allr, EPECTICIT PuBLAOICATF I I.All, TEMPCRA I.P ES G A BOTTOM CHORD R,FBPACUI5 ShCYJLD BE 71 UAL DESIGU STANrARDS PuBLISmED 81 TitE UAT I Dr,AT 7J V-2000 AP ROVAL OUMBERS: UBC 2342. FHA TCB 2014. SBCC III AL COMPRESS I Oil CHICK M 14HERS ASSUMED TO BE CONTINUOUSLO5) THIS DESIGII CDFIFOSMS TO CURRENT TPE DESIGIDS ECIFILA- 2) F OPEST PRODUCTS ASSOCIATION 7 251. B OCA FILE 0 -125 BRACED Be EITHER 3/8" (MITI.) FLfWOOD SHEAT H IT4" 1/2" TIONS FOR METAL PLATE COIRJECTEG HOOD TAUSrS'ESPAN) 3� 7H I DESIGN IS BASED Oil CLAP'CO!"IECTOP PLATES 0111_1 8) THIS TRUSS HAS BEEII DESIGNED FOR THE LOAD ITIG SH OWN (MITI.) DRIWALL OR EITIACHIG MEMBERS SPA CEO AT 16 o c. 0 ALITe STAODARDS FGP TRUSSES 4, COIIIECTOP PLATES 512ES APE FIA 5ED 014 AXIAL FORCES OUL�. Oil THIS DRANIII . HISTALLATIOU AUG USE SHALL CONVOTIM (MAY). Ut&ESS HOIEO OTHERWISE. I I,) HUO ME148EP OF THE TRUSS MAe HE CUT CA 140DIFIt IUPA41 WA COIRI C70A PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH 7 IS OESIC44 12) 1 UOICATES BEAPHIG LOCATIOH 17) SPECIAL HAN 1 40 CAPE SHOULD BE TAKEO GUAIUBB SH I P1113 AUD 13� 1 14 I EIIG1" IAI_DUG SLIIIS) *�JDT 11171 EITf'ALT,'�,0 'S.A,.PPLI,.CAIl�Ll�FTO�,S,"OF"(T),EFT SPAN TRUSSES OF EREC IGf GFULTRUSSES SEE HIB-91 FOR PECO14MENUATIONS I I THE 91 THIS IISIG" E C , 'a L 51Z C,,,CIL L AD B, 1. :COIIFIGURATIOU,AHD LOADIIIG SPECIFIED Be FABRICATOR REPETITIVE 14E BER STRESSES HOT USED. -AODI TI DUAL PLATING FOR HANDLING TRUSSES 15 RESP(XJSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE PREVENTION OF PONDINC MUST BE 14ADE AIAD IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-5-0 3-3-14 3-4-0 3-6-4 RUN 2-10-8 �2-8-10� 4-4-4 4-7-12 3-9-12 5-0-0 —RUN 1-5-14 02 02 #2 #2 02 02 #2 #2 1-5-14 158 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 74 1��4 PLF Max Height 6-6-3 32-b-0 12 _�q 6 112# 12 12 13*16 3xIB SX7 6 F__1 V\I\ 04 zd2713# 7 9 5xB 4x6 13.5176% H5714 3X 20�6# X M 7xg PJ 3.5)59% 3x8 X 3x4 in Of X CIA 20 35 20 PLF 3-5-0 3-3-14 3-4-0 1 .2-10-0. 1 2-0-10. 4-4-4 4-7-12 7-4-0 5-0-0 #2Ds #2 02 02 1-4-0 2X4 2x4 2x4 2x4 1-4-0 252# 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCr 1991) WIND SPEED: Ito MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '7-SO*AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram 1�o peL) 3/-)5/t?3 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred at bottom joint #B. Maximum PPLive Load Deflection of .493" WWI Index-.403, (L/894) w Maximum PPTotal Load Deflection of .773" (12/16), Index-.42i, (L/570) RECOMMENDED CAMBER: .42* CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) Tr LUMBER TRUSS: 37*0" H-5 T-12 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 Tc 30 2X6 0 1 Ds SP ENG. FOR: TRUE TRUSS INC - GRAI PKWY. 7.0 LL BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 IBONOSPRGA51W I E. TX 75051 DL Tc 7 2X6 #I Ds SP Jan 1993 65 9- LAYOUT to, 1214 0-3940 PLATE APEK' t-INC—FO TL LL BC 0 WEBS 876 DL BC 10 2X4 03 SP ADDRESS: 33,33 SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.s. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 ---------- I) L 4BEA SH-LL BE (IF THE SPECIF IED MI11IMUM GRADES. 5) CC)R14ECTDA PLATES SHALL BE DISTALLED SIMMETPICALL.� D11 TO) ALL IE(151011 CHORD MEMBERS ASSUMED TO BE COUTIflUOUSL� 13) 0' IIJOICATES LATERAL BRACING ME14aEP (1,� S�ECIES. U40 19%MAX1141JM MOISTUAE COWPIT, OR SUCH THAT THE JOINT BA A Cfr By EIT�tE P 3/8" (MINI FL�119013 SHEA F"I"'I '12' IIISTALLATIGII ARE EPECIIGH OF THE 11USS, -ERMAIIENT. At'r I S OF H ALIRti�." IIIISS ALI IALUES USED 6) T'�P CHORD SP ICES ARE t4DT RECOMMENDED TO OCCUR (14 1 It, OR WAL L D11 13FACI11G MEMBERS SPACED 10 0 , rmAll I E PrRARI BRACING SHOULD EIE DDVE 114 ACC�PG�WE W IT� D G ARE BASED OR Ft,E LATEST EDITIOt'GF I"E tIA- DIRECTL( ABOVE A BDTTGM CHERD SPLI,F Ur T ESS RQTED DT HERWISE C UPPE14T TPI BRACING A11D ERECTIrR P-LIaLICATFUHS TIONAL CE51GR STANDARDS PUBLI511ED B, THE fIATI ORAL 7� V 2"'o APR RuIAL R'jMBERS: '_'BC 2342. VHA TCB 2014. 5BCC ti) ALL C(,4PRFSS I BIT CH RD ME14BEFIS ASSUMED TO BE CD11TVIVDUSL yl 5j I VIS rESIGVI CONFORMS TO CURREfll IPT BESTIR SPE CIFICA- FGREST PRODUCT S ASSCC I A r I Ott 7251, EDCA FILE 86-12 BRACED Bf EITHER 3/B" ININ.) PL�WODO SHEATHIOG. 1/2' T I OILS FUR METAL PLATE CORIIECTEG W05D TRUSSES MID 2) THIS DESIGN 15 BASED D11 CLAP'COtHIECIDA PLATES GFILY a) TH is IP.jS5 H45 BEEN DESIW4ED EGA THE LEAD I RG SHOWII I MI 14.) DR�WALL 014 BRA C IR 6 MEMBERS SPACED AT 16* 0 C� GOAL I I STANDARDS FOR TRUSSES. 3) 'o I�kCTDP P ATES 517ES APE BASED ONTAY L FG"(1ES,0t4Ly G11 THIS DRAWING IIISTALLATI(111 At ID USE SHALL C04FOPM tNAX). OFILESS 1IOTED OTHEPHISF. I E) jjG RE14B A OF THE TRUSS MAe BEBCU I 14001FIED III ANf HA�. 4 DO W G C. 5 A -aTic OR P'LATE SIZES APE CALLED ;ATH A 6 s SLOTS) WITH THIS DESIGN 12) 17) PECI L HAUIDLI111 CAPE STIDULD E TAKGEII rUANTG SHIPPIRG MID �' LENGTH I ALONG SLDTS� AND THE ORIENTATION rF THE 9) T HIS DES1111 IS APPLICABLE TO SH.RTEP SPV4 TRUSSES OF 114DICATES BEAPI14G LOCATIGII ERECTIGN OF IR�JS5ES SEE HIB-91 FOR FECGMMEROATIONS 5 LENGTH, IDENT�CAL I...IIG AND CONFIGURATION. _COr IFIGURATION AND LOAD114G SPECIFIED BY FABRICATOR -RE PETITIVE 14EMBER STRESSES NOT USED. -ADDIT I ONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AIJO IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR UP CLARY. 1-7-8 RUN 5-7-8 5-4-8 5-0-4 5-0-4 7-0-0 1-5-14 74 PLF Max Height 5-10-3 12 'Izz�j 6 5- > 12 X 6 3x4 1393# in (3.5)55% 3x6 3x4 Au 1496# 7x8 13.5159% 3x6 rXq C%) 20 PLF 11-0-0 10-0-8 7-0-0 1-4-0 29-0-0 Tj> BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION AEOUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUTREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA �> Maximum deflection occurred 50.21' from the left end of tottom panel #3. _FL) 31--2 Maximum PPLive Load Deflection of .409" (7/16), Index-.418, (L/062) 14 A Maximum PPTotal Load Deflection of .641" (0/16), Index-.436, (L/550) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUM13EFI TRUSS: 29'8" H-7 T-13 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC 001 S. ISW PKWY. 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3706 A & B DATE; 27 Jan 1993 .,RAND PRAIRIE, TX 75051 . - 2X4 #2 N SP LAYOUT 10: IFF 1214) 660-3940 PLATE APEk __ X-INC.-FOR STL LL 13C 0 WEBS 440 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I! LURBLA SHALL BE OF THE SPECIFIED MINIMUM GAADES. 51 C�IIHECIOR PLATES',HALL BE DISTALLED SiMUETRICALLV DO 10, AIL TEHSIOH CHORD MEMBERS ASSUMED TO BE CORT114U0�)1,Lf 131 11101CATES LATERAL BRACING 14EMBEA OX4 Alit SPECIES. A11D 18%MAXIMUM MOISV-1PE CWIEW. CIA S'jCM THAI THE JOINT SPACED 13�EITHER 3/9' IMIH) PLIWOOD SHEATH1113. 112* 14) IIIS�ALLATIWJ ARIj EPEC11OR OF THE I"USS, PEPHAOEHI. AIID Is rF m ALLOWABLE STRESS 1ALUES, ALL JALUES USE[) S) TOP CHCPQ SPLICES ARE NOT RE COMNENDED TO OCCUR tMIRt W414ALL OR BPACI16 MERBEPS SPACE0 JG' a c (MAY!. 1EMPORAPI BRACUKo SMCMLE)BE DORE III�CCOPO,RcE w1Tm F US E S;6;;E P I S 0 0 6 ARE BASED OR THE CATES EOITIOH OF RIE IJA- r1RECTL' ABOVE A BOTTOM C ORD SPLICE� URLES is tED OIMEPWISE. -OPIIEIJT TPI BRAC1141,AID EPECTION K)BLICATIORS tIOUL DESIGN STAI.CARDS P'JBLISHED BI I.E IIATIDNAL 71 4-2 00 AWROVAL HU14BERS. UK 2342. FHA TC8 2014� SBCC 11) ALL C OMPRESSIW4 CHOM M(4BERS ASSUMED TO K CC?LT I NUOUSL YI 5j TH 15 DE SI GIA CONFDRM5 TO CURRENT TPI DESIS14 SPECIFICA- F 0 SPACED BV EITHER 3/8" REST PRODUCTS ASSuCIATIOU 7251. OCA FILE 25 (MITI.) PLfWOOQ SHEATHING, 112 Cris FOR METAL PLATE COVHF CIED WODD TRUSSES Ate 21 Itil 5 DESIGN 15 BASED Oil CLAPO COtn1ECTOP PLATES GRLV 81 THIS TRUSS HAS BEEII DESIGtIED FOP THE LOADING SHOWU (MITI) CIA f K ALL OR BRACING MEMBEAS SPACED AT 16� a C OU ALIT� SIANOARDS FDA TRUSSES. 3� CORIIEUTDA PLATES SIZES APE BASE[)Oil AXIAL FORCES OTJLf. Of 4 THIS OPAWIIIG, IIISTALLAIIOH ArID USE SHALL COTTFOVIM IMAY�. UJ4LESS V401ED OtHEROJISE. HE' 110 Mr"B A OF THE TAUSS MA� BE CUT CIA 1 0 IR APJV HAe. CMITIECTOP PLATE SIZES APE CALLED OUT KIrTH (ACROSS SLOT 5, WITH THIS DESIC44 12) 1'IDICATES BEAPIIJG LOCATIrtl 17) SPEC14LEHANDLIIIG CAPE SHOULD BE TAKEH"OrDUAIFNE SHIPPIW A14D r Sv LEWTH (ALDRG S-OTS! 11 il) I ME OPIEHTATIO14 CF THE S1 THIS DESIGU ES APPLICABLE TO SMDRTEFI SPAR TRUSSES DF ERFCTIGtJ OF TRUSSES SEE HIB-91 FOR FlErOMMENDAT I Otis PLATE LE UR Ot _CGIIFIGURAT I C11 AJIG LOADIJIG SPECIFIED Be FABRICATDR _RE PETITIVE 14EMBER STRESSES ?JUT USED, -ADDITIONAL PLATING FOR HAtIDLING TRUSSES IS RE5PONSIBILITe OF FABRICATOR. -THIS I RUSS Is DESIGNED OfILv FOR THE LOADS SHOWN, PROVISION FOR THE PREVENTIO14 OF P014011IG MUST BE 14ADE AND IS IJOT THE RESP014SIBILIT( OF THE TRUSS FABRICATOR OR CLAPe. RUN 4-7-B 4-4-8 3-7-8 6-0-4 6-0-4 5-0-0 74 158 PLF 1-5-14 12 02 #2 1 _�4 Max Height 4-10-3 2x4 2x4 2x4 24-t-0 12 5 12 04 X 6�r 7 2429# (n 1110 [3.5)70% 01 ZI in 4xI0 X 3N 11 11 I ru I v 1994# 3xB 5xiO CXn 13.5157% ru 20 35 20 PLF 9-0-0 3-7-6 6-0-4 6-0-4 5-0-0 020s #2 24-6-o 1-4-0 2X4 2x4 252# 29-8-0 BUILDING TYPE: ENCLOSED RESIDENTIAL > CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED i Ito MPH MEAN POOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: 0-'30 AT EACH SUPPOF4T LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHOHO BRACING REQUIREMENTS. P e U 5 No trusses: I Special Loading; Refer to Loading Diagram A THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 36.13' from the left end of bottom panel #3. Maximum PPLive Load Deflection of .3B7* (6/16). Index-.395. (L/91t) Maximum PPTOtal Load Deflection of .606' 110/16), Index-.413, (L/5B2) CLARY DIVISION PLATE TYPE: O.C, SPACING LOADING (PSF) TC LUMBER TRUSS: 29'8' H-5 T-14 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X6 #I Ds SP ENS. FOR* TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 199 GRAND PRAIRIE. TX 75051 7.0 OL Tc 7 2X6 #1 Ds SP 121J) 660-3940 PLATE AREA- xjt4c. FOR ST-C LL EIC 0 WEBS LAYOUT ID: 634 OL BIC 10 2X4 #3 SP ADDRESS: SCALE':-- MEMBER TRUSS PLATE INSTITUTE 33.33 IOTAL 41 EXCEPT AS MAY BE NOTED I? L RABEP S-LL BE OF ]HE SPECIF LED MIHIPUM�AOE5. 51 CONIC--TOP PLATES SHALL BE IIISIALLED SONAEIAICALL� Oil 101 ALL TEIISIOH CHORD MEMBERS ASSUMED TO BE COHIIHUOUSLI 13) 1101CATES LATERAL B-ICING MEMBER (IX4 411V) SP CIES 19%MAXIMUPI MOISTURE COHIENT. OR S'JCH THAT THE J BRACED Bv EITHE 3/8" (MIIO PLfWOOO SHEA 12. 14) IIISTALL A .11 All EPECTION OF THE TRUSS. PEAMAIIENT. AND F W ME14SERS SPACED .A,, I...C41AST BIT A CHIG SiGJLO 13E DONE 114 ACCOROAFICE WITH 15 a HIGHER ALLD—BLE STRESS 11LUES. ALL IALLES USED 5! TIP C"GP SPLICES ARE HOT RECCjMI4EHCEG TO OCCUR (MINJ DR' ALL OR DPACIFIG 10 0 IP, A, H FOR OESIGH ARE BASED 014 THE LATEST EDITION OF THE VIA- " rIFECILI 110*11 A EICHTCM CHORD SPLICE. 9"LESS 140TED rTHEPKISE CURREHT OR �j G AUG�RE C IT G"PUBLICATIrUS, 1104AL UESIGH STAHrARDS PUBLISHED 8� THE NATIONAL A,PROVAL IIUMBERS UBC 2342. F.A TCB 2014. SBCC 1 1) ALL COMPRESSION CHORD ME1413EAS ASSUMED TO BE COFITINU USLn5j THIS DE SIGH To _'jR E FRI DESIGN SPECIFICA- BOC 86 125 C FOREST PROrUCIS ASSvCIATION 7251. A FILE - BRACED B�EITHER 3/0" 441U.) PLfWOCD SHEATHIIIG 1/2 TIONS FLA MECTATITRAMSTE COPHIE" -'rT WOOD TRUSSES APID 21 THIS DESIC41 15 BASED 011 CLAP' CUHHECTOP PLATES CHLI 8) THIS BEEH DES]C;NED FOP THE LOADVIG SHOMI (MITI.) OPfWALL OR BRACT UG MEMBERS SPACED AT 16' o c. OUALITI STAIRIAPOS FOP TPUSSEt r [AIS HAS 5 COVIECTOP PLATES SIZES APE BASED OH AXIAL FORCES ONLt. UH THIS DA A WIIIG IIISTALLATION AHG U E SHALL COIfFORM (MAY). UNLESS HOTED OTHERWISE. 16! 11 ME14BEP OF THE TRUSS MAe BE CUT OR MODIFl% III AH( WAf. 4� BONHE CTOn PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH I IT I S DE SI 0" 14 EM IIIDICATES BEARIOG LOCATICII 1 7 SPECIAL HAHDLIIIO CAPE SHOULD BE TA�Ell DURI G SHIPPIIIG AHD v LEHGT" JALDIIG SLOTS) AND THE ORIENT T1014 OF THE 9) THIS DESIG14 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR FIECOMME14E)ATID?AS SIZE IS TMr CALL OUT OIBE�L�IE LEN57ti, IDENTICAL LOADING AND COUFIGURATIR4. -CO"FIGURATIGH A14D LOADING SPECIFIED BY FABRICATOR -AE PETITIVE 14EMBER STRESSES 140T USED. -ADDIT I ONAL PLATRIG FOR HANDLIHG TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWH. PROVISION FOR THE PREVENTIOU OF POUDING MUST BE 14ADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 5-4-8 5-1-8 4-8 3-10-4 4-1-12 1-5-14 Max Height 5-7-3 74 PLF 12 r3 12 4x7 M 6 3x6 143 978# in E (3.5138% 6C 3xg X a, 1097# n! I ru (3.5143% 3x8 3x4 cu 20 PLF 2-1-8 10-6-0 4-2-12 4-1-12 1-4-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 21-0-0 CODE: STANOARD BUILDING CODE (SBCCI 199f) WIND SPEffj: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: (0a AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I THIS TRUSS ANALYZED WITH PPSA Ce L) 51q 3 Maximum deflection occurred 55.51' from the left end of bottom panel #1. JJA Maximum PPLive Load Deflection of .205" (3/16). Index-.296, (L/1221) Maximum PPTotal Load Deflection of .322* (5/16), Index-.309, (L/777) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'0' SPEC T-15 ALPINE ENGINEERED PRODUCTS Inc V__a00O 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR TRUE TRUSS INC - 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 GRANO PRAIRIE, TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT 10: )an 1993 (214) 660-3940 PLATE ARCAF_ 9 PC. FOR STL LL BC 0 WEBS UF�? 310 MEMBER TRUSS PLATE INSTITUTE 33-33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11 , 14BER SHALL 13E OF THE SPECIFIED 41111MU14 GAADE5. 5) CORRELTDR PL41ES SHALL BE HISTALL-ED Sff,114EIAICALL� OR 10) ALL IEHSIQll CHORD RE14REAS ASSI)PED TO BE C0HTIHUQ-JSLf I�l 5r' INDICATES LATERAL BRAC114G MEMBER (1/4 SPECIES. ART) 192 MAXIMUM ROIST-JAE COHIENT, OR SUCH THAT THE JOIHT BRACED B�EITHE H 3/8' (MITI) FL�WODD SHEATTH113. 112- 141 :1ISFAILLATIGH AND E�ECTIGR 3F THE TRUSS. FEPMANCR�. ARC is OF I�LER ALLOWABLE STRESS iALUES. ALL iALUES USED 6f TOP Ch D SPLICES ARE HOT PEC 14MEHDED 10 OCCUR IMIO' DR"W ALL OF' BRAC114G 14EIlBERS SPACED I C (14A�i E-IPC44ARI BPACIr15 SKtfl-r BE DOLE 11,ACCOREARCE WITH F 0 DESIall APE BASED DO THE LATEST EDITIDU OF THE HA- DIPECTL" ABUY A BOTTD14 CLORE)SPLICE. UHLE'S 14QTEII OTHERWIS CORRE III TPI BRACING AfIr ERECTID14 P'JBLICATIGIIS I LORAL OE SIGtl STANOARDS PUBLISHED 5� THE NA I I IXIAL 71 V-200 APPROVAL NUMBERS: LIBC 23,l2. FHA TCB 2014. SBCC 11) ALL COMPRESS 1 OR CHDR?ME�BERS ASSUMED TO BE CONTINUOUSI-fiN THIS rESIGti CONFORMS TO CURREIIT IPI DESIGN SPECIFICA- FUR'ST 1po"UCIS ASSOCIATIOU 725L BOCA FILE B6-t25 BRACE[)ef EITHER 31 B (4114.) PLIND6D SHEATHIRG, 1/2' lIG14S FUR METAL PLATE CON"ECTED WOOD TRUSSES AND N THIS DESIGN 15 a A5ED OR CLARf CGLIRECIOR PLATES OHL� 61 THI S I PUSS HAS BEEN DESIGtIED FDA THE LOADING SHDWR (MILT I DROIA L OR BPACIOG MEMBERS SPACED AT 16' O.C. 0 ALITV STAHDAPDS FOR TRUSSES. 31 r ONHEC13P PLATES 51ZES ARE BA SED OH AXIAL FORCES MIL'. OR THIS DRAMIRG. I14STALLATIOFI AHD U SE SHALL C014FOAM (MAXi. UNL E 5 OOTEO OTHERWISE. 16) 110 MEMBER OF THE TPUSS MA� BE CUT OR 140DIF1 ED LH A14V WA�. corlRE CIGA PLATE S17ES ARE CALLED OUT WIDTH (ACAGSs SLOTS) WITH I H I S DESIBTI 12) IHDICATES BEARIH3 LOCATIGH 17) SPECIAL HALIDLIHS CAPE SHOULD BE TAKEN DURING SH IPPIRG A140 B, LEIIGT" LAE DOG SLOTSI A"D THE ORIENTATION OF THE I H I S DE S I OIL 1 5 APPIICA�LE IO.SHDII.T,1,11 SIAH TPUSS[!1.1 ga EPECTIGN OF 7PUSSES SEE HIB-91 FOR PECGMMEh()ATIDNS 1, THE ,F"C"., I OF R, "AT I., .I'. 7F CALI OUT LET I NTICAL L TO C.",.G A, I :CONFIGURATIGI IRAlID LOADIIIG SPECIFIED 8V FABRICATOR REPETITIVE 14E BER SIRE SSES 140T USED. -ADDITIONAL PLATIIIG FOR HA r IDLIII G TRUSSES IS RE5POI151BILIT( OF FABRICATOR. 5-6-4 4-11-12 4-11-12 5-6-4 ALIN RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 368# 12 378# 378# 6 1930 6811, 136# 060 68f 960# 960# [3.5136% 13.5138% rn in 3x4 SX6 3x4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 1,-,> 13UILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 CODE: STANF)ARE) BUILDING CODE (SBCC1 199J) 21-0-0 WIND SPEFD 1 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: 630 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES tO AND It ABOVE FOR CHORD BRACING REOUIREMENTS. J>, 12E0 No trusses: 5 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .069* (1/15), Index-.099, (L/3652) Maximum Total Load Deflection of .109' (2/16). Index-.104, (L/2312) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'0" COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc V 000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. -2 7.0 BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 OL TC 7 2X4 #2 N SP LAYOUT To: 1214) 660-3940 PLATE-AAEA'.---X I—N(!-�FORSTL LL BC 0 WEBS 188 DL SC 10 2X4 #3 SP ADDRESS: 14EMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I! LU1413EA SHALL BE GF HIE SPECIFIED NIHIMUN rPADES. 5) CDURECTUR PLATES SHALL BE IIISTALLEO S(194ETAICALLf ON ID) ALL TEHSIO1I CHORD MEMBEPS ASSUMED 10 BE COHtIUU()-J5L� 13� 111DICATES LATEPAL BPtCIIIG NEMBEA fI14 4111 1 s'ECIES, AND 19X MAXIMOtt MOISTUPE CDHIFNT. OR SUCH THAT THE J:HrjT BRACED By EITHER 3/8" (141N) PL�WOOD SHEAIHIHG. 112- 14? INSTALLATIGH AND ErECIIGH GF THE TR�jSS �EPAIAt&IIT. AND IS OF HIG;EP Ati-DWABLE STRESS VALUES. ALL VALUES USED 6) IGP Ctjf�D SPLICES APE PUT RECGMNENDED TO GCCUP (MINI DReWALL DR BRACING ME1413EPS SPACED 16' 0 C IIAA,� TEMPGRARTPUPACANGr�5 G LD BE DONE IN ACCCROMICE Pill" FOP ESIG� ARE BASED ON THE LATEST EDITID14 GF THE HA- CIRECILI ABOVE A BDTTQM SPLICE� UNLESS 140TED OT.ERWISE, CU RENI I EIR Cl G"A.j EP CTIOU P'JBLICATIGIIS. C �j 71 C"ORD ti) 7 1"' E TIDNAL DESIGN STAPDARDS P BLISt,ED BY THE HATIDNAL V-2COO AP ROVAL NUMBERS UBC 2342. FHA 7C8 201,C SEICC ALL COMPRESSIDN CHUM MEMBERS ASSUMED TO BE CCNTlt0DUSLn5) TH 1 5 DESIGN CDRFDRMS TO CJPFtEtIT TPI DESIGN SPErIFICA- FOREST PRODUCTS ASSrCIATION 7251. BOCA FIL 86-125 BRACED BY EITHER 3/8" 141N.T PLYWOOD SHEATHING. 112' TIG45 FOR METAL PLATE CGIINECTED WOGD TRUSSES ANC, 21 IN IS DESIGN 15 BASED DN CLAP' CGIIIIECIDA PLATES ONLY E" THIS TRIS HAS BEEN DESIGNED FOR THE LOADING SHDWAI (14111.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0 T. all ALITi STANDAMS FDA TRUSSES. 3) EORREC IDA PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. ON THIS D'AWING. IIISTALLATIGN AND USE SHALL CCNFORM IMAX�, UNLESS NOTED OTHERWISE. 16; NO ME14BE A OF THE TRUSS MA� BE CUT GR MODIFIED IN ANY WAY. 4) CGNIIE CTGA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SL()TS) WITH IN I S CE S I G14 la) INDICATES BEARING LOCATION 1 7 SPECIAL HANDLING CAPE SHOULD BE TAKEN DUPING SHIPPING AND BY LENGTH IALDN�SLIl.!�I* I"E.11PIE"Irl q1NT;"E 91 IHII [)ESlrN IS APPLICABLE 1. SHORTER IRAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECGHMENDATIMIS I'LL""I I I, I "ICR 'ATA'7'V I' & o D SIZE -COIIF I GURA I 101 1 ANO LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIMAL PLATIMG FOR HAIDLING TRUSSES 15 PESPOIISIBILIT� OF FABRICATOR. RUN 5-6-4 1 4-11-12 1 4-11-12 4-6-4 1-5-14 74 PLF Max Height 5-7-3 12 3680 12 37,80 34 1# 6 4 19130 (n 600 1360 126# 58# X C%j 913# 912# 13.5136% 13.5136% FA 3x4 3x4 3x4 3x4 20 PLF 7-2-3 6-7-11 6-2-3 1-4-0 A BUILDING TYPE: ENCLOSED RESIDENTIAL 20-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) aree UPLIFT CONNECTION REGUI RED: GIZ41 AT EACH SUPPCHT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING PEOUIPEMENTS. �/W`n No trusses: I Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .057" (1/15), Index-.006, (L/4211) Maximum Total Load Deflection of .09' (1/16), Index-.09. (L/2667) 6_1 ALPINE ENGINEERED PRODUCTS Inc V 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 20'0" ST.COMM T-16 1BOt S. GSW PKWY. -2000 BC LUMBER PROJECT: CENTEX 3705 A & B DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 DL TC 7 2X4 #2 N SP nF 7.0 /� 1 (214) 650-3940 -P-LA-TE--A-R-r:-A.—t-YNC--rO—A--g-T-L- LL BC 0 WEBS LAYOUT 10'. 184 OL ac 10 2XVI #3 SP ADDRESS: EMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I I L 14BEA SHALL BE OF THE SPECIFIED 141111MUM GRADES. 5) COHHECfOA PLATES SHALL HE 111STALLED SeMMETPICALLY Oil 10) ALL TEIISION CHORD ME14BERS ASSUMED TO BE C914TINUOUSLI 13) INDICATES LATERAL BPACP�G MEMBER (IX4 MIH I SPF CIES. AND 19%MAXIMUM 14DISTIJAE C011TENT. OR SJCH THAT THE JOINT BRACED BY EITHER 3/8" (MIll) PLiN000 SHEATHING, 112- 14) IRSTALtATIOH 4116 E�ECIIGIJ OF THE TAUSS. PEAMAIIEHT. AHG IS OF HIGHER ALL3WA13LE STRESS eALUES. ALL �ALUES USED 5, TOP CHIORD SPLICES ARE 1101 PECOMMENDED TO OCCUR (MINj DRIWALL OR SPACIRG MEMBERS SPACED To, o c (MAXi. TEMPORARI BPAClH' SHG'Ar,BE OOHE IN ACCrRCANCE WITH FOR OESIG" ARE BASED 014 THE LATEST EDITION OF IHiE HA- CIPECTLf ABOVE A BOTT014 CHORD SPLICE UNLESS NOTED OTHERWISE CURREHT fPI BRACING AND ERECTION P"EiLICATIOUS I IOMAL DESIGN STANDARDS PUBLISHED BY THE NATIOVAL 71 1-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014, SOCC 11) ALL COMPRESSION CHORD MUMBESS ASSUMED TO BE CONTINUOUSLyt5l THIS DESIGN COrFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/e" IN114 ) PLYWOOD SHEATHING. 112* LIONS FOP METAL PLATE COHNECTEG WOOD TRUSSES AND 21 THIS DESIGN IS BASED Oil CLAPf CC4114ECTOP PLATES OHLY 91 THIS TRUSS HAS SFE14 DESIGNED FDA THE LOADIIIG SHOWH (MIN.) DRYWALL OP BRACING MEMBERS SPACED AT 16' a c. QUALITf STANDARDS FOP TRUSSES. 3) C JNECTDP PLATES 512ES APE BASED ON AXIAL FORCES ONLI Oil THIS DRAWING, INSTALLATIGH ARD USE SHALL CONFOAM IMAX). UNLESS MOTED OTHERWIS . 16) 110 ME14SEP OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY 4� Co TEC I ap PLA I E S 12ES APE CALLED OU I W I OT 4 IACPOS S SL OTS) WITH THIS OESIGN 12) ga INDICATES[HEARING LOCATION. 0) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AHO a I D Of L114GYM Al Ur SLOISI AND THE ORIENTATION OF THE 9' T"I S DESIGN IS APPLICABLE I"5HOPTEP SPA14 TRUSSES OF ERECTIO14 OF TRUSSES SEE "IB-91 FOR PECOMMENDATIDNS CALL OUT IS , I: N'."L L."EITT'.AND CDN'T.UPA'.' 'L.E 'J.H_�E HE 'LATE LET" �E SIZE -CONFIGURATION AtJD LOADVIG SPECIFIED BY FABRICATOR -ADDITID14AL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY` OF FABRICATOR. -THIS TRUSS I S DESIGNED ONLY FOP THE LOADS 5HOHN. PROVISIO14 FOR THE PREVENTION OF PONDING MUST BE MADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. ALIN 5-3-8 B-8 i-0-0 1-5-14 Max Height 3-4-3 74 PLF X (U 12 211# 529 2611, 6 65# 13f M J 65# I -I'_ 4, 1- 293# 3TT4 "r J3,5111% 500 3100 TIT 13.51 1 2Z 4.0 12 20 PLF 3%9 5-3-8 1-8-B BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH 1-4-0 7-0-0 MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 2_�5`7 f)AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW SEE NOTES 10 AND I I ABOVE FOR CHORD BRACING REGUI11EMENTS. No trusses: I Maximum deflection occurred at bottom joint #2. A? Maximum Live Load Deflection of .031" (0/16). Index-.135, (L/2710) J4 A Maximum Total Load Deflection of .049* (1/16). Index-.14, (L/1714) UJ I K) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUM13ER TRUSS: 7'0' MHV-6 ALPINE ENGINEERED PRODUCTS Inc V_�!000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1 001 S. GSW PKWY. 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 - --A __ -1_7 - WEBS 2X4 #2 N SP 1214) 660-3940 _PULATS XREk X NC. FOWSTL LL BC 0 LAYOUT 10: 204 DL BC 10 2X4 #3 SP ADDRESS: ;MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 112 I) L 14BEA SHALL BE OF THE SPECIFIED 111111.'JM GHADES. 51 C5111JECTOP PLATES SHALL BE IHSTALLED S�MNETPICALI_f 014 tO) ALL TEUSIOU UIOPO MEMBERS ASSUME0 TO BE COHTINU'1 131 '5A_ IHOICATES LATERAL B-ACIHG MEMBETT IIX4 M111.1 ES. A ID I SL' 14) 0 SPECI f' 19-A MAXIMUM MOISTURE CONTENT. On SUCH THAT THE JOINT BRACED BY EITHER 3/8" (MITI) PLIWOOO SHEAIHIHG. /2 IHSTALLAfION AND EPECTIG11 OF THE TPUSS, RE-MANEUT. AHO I S GF HIGHER ALLDWABLE STRESS �ALUES. ALL �ALUES USED 6: TOP CHCF�G SPLICES ARE HOT REC(IMMENDEr To GCCUP 44111� DF40NALL OR BRACING MEM13ERS SPACED 10- (MAX: TEMPGRAR�BRACING SHGLXD BE 1101iE III ACCORDANCE WITH F OR�DES15H ARE BASED ON THE LATEST EDITION OF THE HA- FIRECTLf ABO�E A BOTTGM CHORD SPLICE, UNLESS NOTED OTHERWISE CURREHI TPI BRACING AIJD ERECTION PUBLICATIONS. I TWA L rESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPRO�AL NUMBERS: 'JBC 2342, FHA TC5 2014. SBCC 11) A L COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINJOUSLI15) THIS DESIGH CDtJFDRMS TO CURRENT IRE DES1514 SPECIFICA- FORE 5 1 RPODUCTS ASSOCIATION 7251. BOCA FILE 86-125 SPACED By EITHER 3/8" IMIN.) PLfWGO0 SHEATHING. 112* 1 1 OTIS F METAL PLATE CONNECTED WOGD TRUSSES AND 21 THIS DESIGN 15 BASED OH CLARY C0t#1ECTDP PLATES ONLY a) THIS TP`JSS HAS BEEH DESIGHED FOP THE LOADING SHOWN FMIN.I DRYWALL OR BRACING ME148EPS SPACED AT 16* o c GUALI OORTANDARDS FGP TRUSSES. 3, CONHEC T C TOP PLATES SIZE 5 APE BASED 014 AXIAL FORCES O"L 1. 014 THIS DRAWING- IIISTALLATION AND USE SHALL CONFORM IMAI). UNLESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAi BE CUT OR MOC)IFIED IN AN( WAX, G r I S C 4� GOHHErT 1) _CA E IZES APE ALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DES1014 12) INDICATES BEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AT)[) , LENGTH IALDNG SLGTSI AND '"' ORI�TEALI;ITIEI IF THE 9� I IS ESG' IS A.PPLI.CABLE,,10..Slllll.'T.ElI SEA. TRUSSES OF ERECTION OF TRUSSES SEE HIB-St FOR RECOMMENDATIONS 5.Z, r _AL' ,I T5 THE 'R'CT.CN 'F L ..Ill. IZINT"ICAL C.1.11 G OT 'G -COIIFIGURATIGII AtID LOADIIIG SPECIFIED BY FABRICATOR -REPE I ITIVE 14E TABER STRESSES NOT USED. -ADDITIONAL PLAT I 14G FOR HANDLVIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -SPECIAL HANGER FOR USE WITH MULTIPLE MEMBER GIRDER. CAPABLE OF SUPPORTING AND IRMISFERRING COUCENTRATED LOAD OF 2321 LES, FROM ONE SIDE To ALL 14EMBE PS GIRDER IS PEOUIRED. HA14GER TO BE OESIGUED BY A PROFESSID"AL 2-2-8 ENGI(IEERDAND PROVIDED BY OTHERS IF BOLTING IS PEOUIRED, THE EFFECT OF BOLT HOLES OU THE TRUSS MUST BE VERIFIED BY CLARf DIVISIO14 OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. Max Height 2-10-3 74 PLF X 71f 11530 12 11. 92# 01 Al cm 12370 2164# 354# T_ _T_ 2367# 17360 13.5134% (3.5125% 20 PLF 23210 t3670 BUILDING TIIPE: ENCLOSED RESIDENTIAL X 3x4 cu 4x4 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. 2-9-8 1 2-2-6 TRUSS LOCATION: (Se) area 4 UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. 5-0-0 SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. F>REL) HP, No trusses: I Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 02. 2 Members Required FASTEN TOGETHER WITH: Maximum Live Load Deflection of 0* (0/16). Index-.059, (L/6000) TOP 10d NAILS 12"O.C. Maximum Total Load Deflection of 0' (0/16), Index-.064, (L/0) SOT iOd NAILS 3'O.C. WES 10d NAILS 12*0.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT TPROUGH TRUSS PLA CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING iPSF) TC LUMBER TRUSS: 5'0" MG ALPINE ENGINEERED PRODUCTS Inc V_�2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - —ma 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 Ds SP LAYOUT ID: 1214) 660-3940 PLATE AREA�__ X INC. FDA STIL LL EIC 0 WEBS �_312d MEMBER TRUSS PLATE INSTITUTE 126 33.33 OL BC 10 2X4 #3 SP ADDRESS: SC A 17E: TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 I t LU14BER SHALL BE OF THE SPECIFIED MIHIMUM rPADES. 51 C31PECTOP PLATES SHALL BE DISIALLED SVI44ETRICALLI BIT 10� ALL TE161014 CHORD MEMBERS ASS-jf4ED TO BE COr1TItMUSLV 13) 1r` 111DICATES LATERAL BPACIIIG MEMBER (IX4 MIIJ,j SPECIES, AND 192 MAXIMUM MOISTU�E COHIENT. OR SLCH THAT TH JOINT BRACED By EITHE R 3/8" (MITI) PLVWOOD SHEATHIUG. 112- 14) 111STALLATJGH AHI)EPECTIO11 OF THE TrYSS. PEAMAMEHT. AHO 1 11 OF HIGEP ALLONABLE STRESS VALUES, ALL 1ALUES USED 5: 1 Op Chopr 5 LICES ARE MOT RECOMMENDED TO OCCUR PH I PIP DR�WALL OR I ACING 14EI46ERS SPACED 10' . C PH AXI I EMPOPARI EIRACINS S.CIAU BE DOHE PIT ACCOPUAFICE WITH BPI IH I, FOR DESIG14 APE BASED E LATEST EDITIOM OF THE HA- ,IRECILV A BOVE A BOTTOM CHORr SPLICE. UMLESS HOTED OTHERWISE CURANIT TP I BPA�111r.ALG EPECTIOtl PU3LICATICdJS T IUnAL OESIGt4 STA14DARDS PUBLISHED BV THE UATID?4AL 71 V-2 G 00 AW ROVAL IIUMBERS' UBC 2342. F.A TCB 2014. SOCC 11) ALL COMPRESSIOR CHORD MEMBERS ASSUMED TO BE COUTIt"U'LISLY154 THIS DESIGN CONFORMS TO CURREHT TPI DESIS"SPiCIFICA- TOT I PRODUCTS ASSOCIATION 725 1. BOCA FILE 86-125 BRA CEO BV EITHER 3/8" 'MI 1,.) �L�WOOD SHEATHING. 112- 1 Iotis F OR METAL PLATE CONIJECTED WOOD TRUSSES AND 2) THIS DES I C44 15 BASED BIT CLARf Cr'PIPE C TOM PLATES GHLY 61 TH 15 TRUSS HAS BEEH DESIGIIED FOR THE LOADIHG SHONII 'M 1 11.1 DRfWALL OR BRACIHG MEMBERS SPACED AT 16� 0 C. DUAL I I f S T AHDAAO5 FOP TRUSSES. 3) Cot.:ECIOPP PLATES SIZES APE BASED OU AXIAL FORCES O"LL 014 1 IS DRAWIHG. 111STALLATIGH A110 USE SHALL CCIIFOR4 (MA,J. Ut&ESS NOTED OTHERWISE I E, 'ID REMBE FT OF THE TRUSS MA(BE CUT OR MODIFIED 114 AN9 WAf. A) COPP!E C I OR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS S OTS) WITH THIS DESIGN 12) IIJOICATES BEARING LOCATICti 17) SPECIAL HANDL It 11,CA RE SHOULD BE TAKEN OUTPIMG SHIPPIPIG AIID 13V 9: 1 1 _ 0 LEIIGIH IALI111G SL�NSI RAMD'T"E.IIFPTI�TPALT 1, OF H'S BEST I I S APPL'C1BLEFI1;1US"BP1,,1,P SIAR TIIIISIES DF ERECTIOM OF TRUSSES SEE HIB 91 F P RECOMMENDATIONS D" TH G' r SIZE ALL OUT I� I. I F A�L I "'I AL L.A.I, All, C., I, C -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USEO. -ADDIT I ONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. RUN 5-0-14 4-7-14 RUN 2-1-7 #2 2-2 Max Height 3-10-3 1 PLF 7L 22110 366 X 2060 -4- 12 3940 4.24 3*A 76# 0 220 t]O# 57# 339# 5261 13.5)13% [3.51 2." t PLF X 3x4 CU 3x4 230 610 5-0-14 4-7-14 BUILDING IYPE: ENCLOSED RESIDENTIAL 2-0-0 9-0-12 2-0 CODE: STANDARD BUILDING CODE (SBCCI 1990 F— WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCAICON: (Se) area UPLIFT CONK7CTION REGUIREo: 3'b I AT EACH SUPPORT LOCATION. NET WIND PFESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES '0 AND it ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 Outrigger with 7-0-0 Set-Back and 7-0-0 Pitch Length Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of 0' (0/16), Index-.063, (L/5038) Maximum Total Load Deflection of .032" (1/16). Index-.066, (L/3648) -&1t51q3 (A)lAtp 04 CLARY DIVISION PLATE TYPE: O-C. SPACING LOADING (PSF) TC LUMBER TRUSS: 9-10-3/4- CJ ALPINE ENGINEERED PRODUCTS Inc V__?000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENG. FOFt TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL Tc 7 2X4 #2 N SP (214) 660-3940 -PC`ATE--hAEA. X NU. S L LL BC 0 WEBS LAYOUT ID: MEMBER TRUSS PLATE INSTITUTE 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 -- --------- � led in\ �rm�tion uf the E�I . aL1nQ num��r cr for �r�) IT�h ll�t�J , . ,'ur Buil��/ or �`'rm 6ODB-93 . . alluw��le EPI is l3O ' 7h� ��o�� ik� EPI U`w morm et � �cz�n\ Cha humm ��IDENTI�L �NER�� P��p0R�ANCE �ATINQ �HEET Ir -; HuME V�LU[ Low Lffi��ency H��h Lf [ ��len�y �IN�L CLB D�L TINT AI� � |1[ ZT0NEA . . - . ' ' . ' . . 1� .O �EZR �7O _l6r � . " O �6 O . 96 Z ccr� ifY �ha� �h��e �o�rg� o�ving [euLor�� requi/�d |�r the Fl�/ i�a Ene�'9y Cod� \��vo be�x inst�li�J in Lk�� h�us� . Build<r rL �ity�Z�p-T T1 �^ Fl�rLda En�r�y Cu�� fo/ �ui1 �^ n� Cunstru( � l�" l �� Flm1d* Uapur �m�:� of �ommAnj-L ir� AJAP SIIO141NQ nouVl2AgX allgyEy M ALL OF LOT 89, TOGETHER WITH THE SOUTH 11 . 0 FEET OF THE WEST 37 . 0 FEFT OF LOT '90 , Aq 11311OWN ON THE PLAT OF SELVA LINKSIDE UNIT 2 , AS nr*-COT?Dr',D IN Pf f -.AT noOK 47 , PAOFS 85 AND 85A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY , FLORIDA . FOR: CENTF3( flnuve -ORP. NOTE : BEARIUcs SHOWN HEREON REFER To SAID PLAT OF SELVA LINKSIDE UNIT 2 . *,"r 6,c zor I, XerrlO,41 17, 7PWA,'-f111,V Z_W(/rV le-PIVOIF 2 45`40"46. te 4:5 Al U. IZ3 c�'o f'. -5:0.40 Sj C401VC 41- P,4.0 A?4 s mq Y -s rtlem 6 M5 4 Z Wrx Ilk Co 4.15"'4-14 V56 o. (alp) q lAj X 44' 41. N Ni- 4, v 44 N q 14.2' In 7 A 4p 4.,ri.Y-4) M4(1lV0All OrWeoq IR&Aif. -0</Ir 10)VIF1 11lVG 1-4-�4 Md 'XIV"r JTOY46 &/&W8.I'r wA/ -vk1,WcK Z-11-04 Mwie:ted"op 4u lwowx P, _e4!�X I IfEnEGY CF"TIFY IIIAI Tor, siowry. ivirotimuo 0?4()En MY nESPONSIDLF DinFCTION. MEEIS TIT MINIMUM LEGEND-. IWIINICAL STANDAFIL)s roti LAND SI)IIVFYTJflSIN AC('0111)ANCE VY1711 CIIAPTr.n 211111 0.FLA ADMINISTnATIVE CODE (PLJnSUANI toSECllOt4472021.ri-ollll)A,(;IAI(JTFS).At4t)runTitEnCEnlIFYIIIAT TIIE"EAnENOVISI8LEENCnOACf4- CONC"PTF MO"vwtNT MENTS UPON THE SU13JECI Pnoru"tY F)(cFrt AS SHOWN ON TIIIS SUnVEY. 1/2"fourm Im" 0 112"11111'MON-LA I YG4 fLW S.R.L. IL"fvt"a Q CIERT i towi P 1 irnroN m m T-LO01) 9: IlIF LOT q AL - C. A C10411RA ANGIN A9 sifowu oti mr rr r7 insunANCF nAIF CLARSON1 Am ASSOCIATES, IN MAP, (-OMMtlt4lfY rANFI No 1700?9 0Airn-t<-/7.Rq 1043 "A!V�') AVII. JACKOONVILLF,FLA 31207 I AVIC VISIA"Cl e,ry or Are,4A1;r,,e CH. CllOPV DISTANCE P,C. PO:KT OF CWWATURE V19'a y PIT, PO HT Of TANGVMV ;I invEYED strArD qunvryon ffo Z_41,1 FLA P't C. P()j"v Of mtvr"t cur tt r / -c P.C.c POW Of COMPOL'to c ALE: -Apsd 4. A, FIFILD BOOK SZ41 PO. V < N, T6 ot .61 V,3 NNI 1,1:5 117 e_<lm -ItIltv,o 10 c, TE x1ml POW AND CONSTRUCTION 301 Mt^CH BLVD.