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Permit 1530 Linkside Dr (vault) t ADDRESS BUILDING PERMIT NUMBER-Z INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING / COVER-UP �� f INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY 3- ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL 3._ -9- / MECHANICAL PERMIT PLUMBING; PERMIT # i NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road- Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Address: 1530 LINKSIDE DRIVE Permit Number: 22125 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range: LoBook: p: Class of Work: IRRIGATION/DRAINAGE ts Block: Section: Proposed Use: SINGLE FAMILY Subdivision: SELVA LINKSIDE Square Feet: Parcel Number: Est. Value: Improv. Cost: ti _� , �� ame: WOMACK, SHARILYN Date Issued: 6/11/2001 N Total Fees: 885.00 Address: 1530 LINKSIDE DRIVE Amount Paid: 885.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/11/2001 Phone: (904)399-5540 Work pesc: 3/4 IN H IRRIGATION MET R WATE MET AP 525.00 PROPERTY OWNER 35.00 ROS C�JNN `II ' CAPt AL. MPOVr 325.00 ft IV { NOTICE - INSPECTIO E RE E T AT LEAST 24 HOURS P R TO INSPECTION BUILDING MATERIA RUBBISHMD EB IS FROM THIS WORK MUST BE PLA ED IN PUBLIC SPACE, AND MUST B��CLEARED AND HAULED AWAY BY EtTHE NTRACT OR OWNER "FAILURE TO COMPLY WITH to T" AN RE LT IN THE PROPERTY OWNER PAYI40 IC6rFO"1MLPfN_9 I PI b E ISSUED ACCORDING TO APPROVED PL:ft W Aim PtF MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO AT TIC B CH BUILDING DEPT. CITY OF 4 >�rtic beat! - 71�vtidci 800 SEMINOLE ROAD ---- --- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)147-5800 FAX(904)147-5805 Date : � � r © 3 e L�N�z so fa- Dear Property Owner: ' The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sewer main $ Water Tap - Labor and Materials to tap into water main Water Meter .- Cost of Meter $ Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ a Sewer Impact Fees - Funds future expansion of the sewer plant $ Water Impact Fee - Funds future expansion of the water plant $ Capital Improvement - Funds for improvements , expansion or replacement to water system $ TOTAL COSTS $ 0 If you have any questions concerning these charges please call the building department at 247-5826 . Sincerely, Don C. Ford Building Official DCF/pah CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Nurr>!PERMIT20986 INFORMATION -�_ i _ LOCATION INFORIIAATiON _ Address: 1530 LINKSI®E DRIVE fPermit Type; SIDING ATLANTIC BEACH, FL 32233 Class of Work: NEW # Township: Range: Book: Proposed Use: SINGLE FAMILY Logs): Block: Section: ,quare Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: 7,000.00 L__---- OWNER INFORMATION Date Issued: 11/14/2000 j Name:- WOMACK, SHARILYN i Total Fees: 67.50 Address: 1530 LINKSIDE DRIVE 1 Amount Paid: 67.50 ATLANTIC BEACH, FL 32233 ` I____Date Paid: ` 11/14/2000 -_ l.� Phone:_{904)399-5540 ------- ------ ----Work VINYL SIDING __ CONTRACTORv� --- APPLICATION FEES._ FRANK WISNISKI _ -- PERMIT �- 67.50-- ii I f l t i - f f } f f _ NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 'FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS - ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A NTIC BEA BUILDIN PT. DAN 11/15/98 81 ReeeiDIECKSpt.8@11185 4338 91ii8998�1998 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS 13 k,. I ,,, Owner(s) : �' Wo Address :—] '::� () f () �S��P lb 0" Phone: Lot # Block or Unit # Subdivision: Contractor: Ji of State License Sv X0 �h Address:?'p 3Uk 52-22. 7) °hone No: c151 S-SZf D City LState /z - ?ic Code Describe work to be done: j j nx _ Present use of building: �GS� Valuation of Proposed Construction: ��QQ Proposed use: Is thi an addition? [QZ) If yes, what are the dimensions of the added space: ft . Y ft. Will the added area be heated and cooled? New e_ Tical�(orincrease) ? New plumbing fixtures? New la New Heat/AC? SUBMIT TRR= (COM&:RCIAL) TWO (RESIDENTIAL) CCMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COM IENCMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER Date: Signature CONTRA r te: Sworn to and subscribed before me this day of //G T t= NO RY PUBLIC STATE OE ''FLORIyt < URGE •.tJ!trJ!iHt,v ii71ii11tt1A+•, Me inetrwnent Prepared by: Name: P.O.BOX 522290 LONMOOD,FL32752-2290 -�1--- NOTICE OF COMMENCEMENT State: SDC' Book 9798 Page 1103 County: THE UNDERSIGNED hereby gives notice that improvemetu will trBook: 9798 Cs2487 be made to certain real property, and in accordance with Page: 111093 Chapter 713, Florida Statutes, the following information is Filed d Recorded pro+ided in this Notice of Commencement. HEN111131220O00 01:31:54 PM U COOK DUVAL COUNTYIT COURT 1. Description of property: (legal description of TRUST FUND ; 1,00 property,and street address if available) COPY FEE ; j� ' r`(�.C� N2 RECORDING ; 5.00 2. General description of improvements: 1�tr1j A t11 t �C 3. Owner information a. Name and address: b. Interest in property: LAI C. Name and address of fee simple titleholder(if other than owner): t i d. Contractor: (name&addre P.O.BOX 522290,LONGWOOD,FL 32752-2290 " 5. Surety a. Name and address: b. Amount of bond $ 6. Lender: (name &address) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.Florida Statutes: (name and address) 8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienoes Notice as provided in Section 713.I3(1)(b),Florida Statutes:(name and address) ABOVE NAMED CONTRACTOR 9. Expiration date of Notice of Commencement(the expiration date is i year from the date of recording unless (i/different date is specified) L 1' na .(/ture of Owner Drivers License#: Owner's Name: Owner's Address: 4s3o1 r All information must tie typed or printed legibly to comply with recording requirements. STATE OF FLORf$A . . ^ A IESTF CITY�O/F ,,��ff 4&4^t4 -�t� Oding Official J REQUEST INSPECTIO Date _� + Perm" No. C 2 Time A Received Job Address^t �•✓ atity Owner's /f ---�''' Na "` Contractor BUIL:N"G'1` CONCRETE ELECTRICAL PLUMBING MECHANICAL Fj r E Footing 0 Rough Wiring F-, Rough 0 Air Cond.& Re Roofing 11 Slab J Temp Pole L7 Top Out 0 Heating Insulation O Lintel ❑ Final fD Sewer O Fire Place d Pre Fab READY FOR INSPECTION —� _ A,tJl. Mon. Tues. Wed, Thurs. Friday c7 _• ... A.M. Inspection Made tnspectort �__ t' Fi al insoaction l9 `. J} Certificate of Occupancy O Date I CITY VF Office of Builal �REQUEST FORTION --77 k5-3 DatePermit No.�1 Time ry Received P '3e, P. Jo Address Locality Owner's Name Contractor y �mmBUILgINQ� CONCRETE ELE R C PGGIN MEd"'4164L 9_ — Footing ❑ Rough Wiring E Rough ❑ Air Cond. & ❑ Re Roofing E Slab Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final 7 Sewer E Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. riday"� C, A.M. Inspection Made W ` P.M. Inspector Final Ins ection _ ertificate of Occupa y Date A i OF ADDITIONSor CORRECTIONS ______________DO__NOT_REM_0VE JOB ADDRESS DATE /S"-le, d � i�t' A,� V11i,/!u THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 21 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, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, cell J'�U Building Department for an inspection. Field Inspectors are in the office from to pe ,,f Monday through Friday. pwMBwG ELEC BLDG B-a 1"w-e-'004 , X' PRESS HARD-USE BAIL POINT PEN Tatt-firate of Orruparg (situ of Atlantic IJ=4 — Nloriba Department of +Nutldtng 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 43 Bldg. Permit No. 7� Group W i t aml,' Type Construction S r Fire District A-I.—t-4_C Be.ac h a Owner of Buildin �', .- t t sz 1,s a F Address } o r 5 Y �s. Buil din Address }- L1lsltisi e Dri focality bl�.in 4c a:"each, FL S2233 ltl By. DO C. 0RD Building Official Date: s } POST IN A CONSPICUOUS PLACE Al. 4 045'400"tel -- 040.01 N b C.RAOfr'¢'L[ J �► Gil1.1JY1!'LL ,� GI• / { ai'CN4/V Zl"*. """CF %—,, ill--' K ` J IN t.Nf G' /Ve.D FIMCi o Y v b �V 37.i q Q O �aw► ° a L A/. G 4� D ss�(I K n 7.5' JE.A. !4./' ewsEMt vT �� _•Q= 775, ioo.o' Rr ' R,tc. C tpi7oi ,!' 40IM4L Q-/,478,7o', 4 L 1 AJ1C S/O 4f" 47.71 VE <i t Seg E 3- -9 /c�oTE: Forw.Vl Av-z .ILL /.tafll I HEREBY CERTfFY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA,ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONCRETE YONUNENT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY � 1/2••FOUND$I" O 1/2"SET NKNI•L.D.IM Q.,QQQ CERTIRCATE THE LOT SHOWN HEREON IS IN FLOOD S.R.L. SUKA000 RESTRICTION LINE ZONE "K_ AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. CENTRAL ANGLE MAP COMMUNITY PANEL Na 120075 004*1DATED 4-/7-0! 1643 NALDO AVE. JACKSONVILLE. FLA 33207 R RAD"isA ARC DISTANCE C/Ty C1F,QIT.INT/G /�f,4e'N,�CO,Q/OA CN. POINT DISTANCE ©1WIWAI re 25' P.C. POINT OF CURVATURE SURVEYED 19 �_... __ P.T. Po1NT Of TANGENCY �O 4ISTFAEL SURVEYOR NO 4LP&/ FLA P.R.C. PO4UT Of REVERE&CURVE SCALE: l~= �I/iL L P-C.C. POINT Of CONPOUNO CURVE FIELD BOOK PO. / DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL IHSPECTIONCS> HAVE BEEN MADE AND ARE SATISFACTORY: --`------------------- ------ I ------------------------------------------------- -------------------------------------------------- ----- ------------------_--_--------------------------- ------ I ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, ;r BUILDING INSPECTION DIVISION cc:FILE CITY OF r'�G!aci'ic �t�►atck - �le�ial� 1100 SEMINOLE ROU) ATLANTIC 9FACH,FLORIDA 32233-5445 - _ - TELEPHONE(904)247-SM FAX(904)247-5801 VOTICE TO: Water Department FROM: Building Department DATE: y Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address i/L Sincerelt, Building Department CITY OF ATLANTIC BEACH -. DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT -7777 Permit Number: 22125 Address: 1530 LINKSIDE DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233- Class 2233Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/11/2001 Name: WOMACK, SHARILYN Total Fees: 885.00 Address: 1530 LINKSIDE DRIVE Amount Paid: 885.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/11/2001 Phone: (904)399-5540 Work Desc: 3/4 INCH IRRIGATION METER PROPERTY OWNER WATER MET fVTAP 525.00 .CRO S C NNEQ'T1Q1 35.00 g CAPITAL-IMP OVE,� 325.00 ., �A �s ur,W ook' NOTICE - INSPECTIO :r E RE E T AT LEAST 24 HOURS P R TO INSPECTION BUILDING MATERIAL_RUBBISH AND EB IS FROM THIS WORK MUST BE P !�'ED IN PUBLIC SPACE, AND MUST BECLEARED AND HAULED AWAY BY EITHE NTRACT OR OWNER "FAILURE TO COMPLY"1ITH Llai000011- ° AWV RE, LT IN THE PROPERTY OWNER PAYi ICWFORj6UjLDlN9 IMPOb ,E4aftre ISSUED ACCORDING TO APPROVED PCA W AR6 PART-OF' MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO AT TIC B CH BUILDING DEPT. May 29 �01 01`: 45p Building Department 904-247-5905 p• L pUG'0*p' t E APPLICATION FOR WATER AND/pR SEWER TAP / APPLICANT NAME MAILING ADDRESS— _ �ti�56 =/ t � ' L��✓ PHONE NUMBER {� � 17�-��iDATE � L) SERVICE REQUESTED `' !i k'=-4f LA. SERVICE.LOCA;ION DATE SET TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS OFPARTMENT PRICE QUOTE RESPONSE WATER: t c. SEWER: 0 T I;E:R.- t RICE QUOTE PREPARED BY: �r _ Signature-Title DATE NOTIFIED OWNED j •d ZGBS LbZ b06 �tieN�W R.aaeH eT0 :90 10 GO unC c� CITY OF Rouedn000 to aleollllia0 r,7 +-4;--, Lr'� 0c fl f"� / Ni �//� Y //jj _� �-��.-� //��___/ //ffff/Iwr��. uolloadsul leU1d -�oloadsui �� 1Y�f�iiT�fJi l3e�T� _'ViaPeW uolloadsul Office of Building Official IN -�/ REQUEST FOR INSPECTION .V san 1(epud �pem 'sanl uoyq ` / W ��/✓ qed aid N01103dSN{ 3103 Aa1133i Permit No. _/ aoald and Jame S leul j lalull xuorle Ime A.M. 6ulleaH ❑ lno dol a o dwe P.M. I d 1 gels good as eceived 8 'PuoO nV ❑ y6nea C 6ula!M y6noa 6upood 6ulweJd i� f / 1`dO1NtlH03W JNISWfIId 1tl01810313 313HONOO ONlalllls Locality awe Job Address N --(s,Jau,MO )wner's Contractor Allleoolgame ssajppy qor • /�1�. �/ �� UILDING CONCRETE ELECTRICAL PLUMBING C AAir Cond. & CH E—� rammg C Footing C Rough Wiring Rough ir WdSlab C Temp Pole C Top Out Heating Panlaoad - Fire Place W V awU nsulation Lintel C Final ❑ Sewer pre Fab ON llwJad sled READY FOR INSPECTION Tues. Wed. Thurs. Friday NOIM3dSNI UOd 1S3no38 iMon. A.M. la!3!NO Buippe ;o aold;0Inspection Made PM. rFinal Inspection El Inspector Certificate of Occupancy C :10 A.W Date i CD\ C g � 0 \ A \ »© 0 0 2 \%y 0) g. �7 'AN Q . \ ° � / ? k D y � #$ CITY OF ATLANTIC BEACH, FLORIDA ApprmW by APPLICATION FOR (ELECTRICAL -PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,._.. 1g1� 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. ELECTRICAL FIRM: MASTER ELkCTRICIAN$19NATURE JOURNEYMAN NAME.., ADDRESS:,,,G � �� aPD, BOXY. i. 8LDO.SIZE BETWEEN: RES. APT.( ) COMM.( 1 PUBLIC,( } INDUS.( 1 NEW( 1 OLD( I REW.( I AODITION( TRAILER( 1 TEMP.( 1 SIGNS ( 1 SO.FT. SERVICE: NEWX INCREASE( ► REPAIR( 1 ` FEL CONDUCTOR SIZE AMPS COPPERf ALUM. MNITCH OR BREAKER PSVOLT IJACKWAY EXIST SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE I' LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-20 AMPS. [1.100 AMPS.I1 SWITCHES i INCANDESCENT FLUORESCENT Qr M.V. FIXED 0.IOO APPLIANC69 BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT t; I' 0.1 OVER MOTORS N.P. VOLTAGE PHS NO. 1 11•P• VOLTAGE PHS ' MISCELLANEOUS NGi DEPARTMENT QR euiL01 CITY OF ATLANTIC OEACH j i PERMIT 'INFORMATION: . ......_-�-- LOCATION I NPORMAT ION ----- r t �IECIi CAL drsAx530 LINK01'Ut DRIVE �51 -32"4 amber: ITLANTICEEACH, L Permit Type: , I w ._..��...._ . . Cl ss , of Work: NEW ... .._.,- LZOAL DESCR.IPTION I Conti, 'Type. W06317 FRAME Lot, sections , ! rc posed, use: SINGLE:FAMILY T�owl,ship: RN€l s 0 h T�wellinc � 1 Cade: 0 ' subdivision: SELVA LIHK.SIHE i`tstim,Ated Value: $0 .00 Prov. C.t+s t Tote $47 .00, ou .00 'i TICK - �? .... - APPLICATION FEES � . ... � PERMIT $47.00 Adis L EIN LVE 1, a AWA IMPAC EPEE $0 .90,, d a ` WA T R METER 'SAP S .00 Pb RAmf�N GAS-H,*R.S:. $0.00 C TR " R FORM T RADON CAB $0 .00 _ Nett om, SAT I � w. ..._.. CAPI�`AL�� IM-PROVE,. _. .,.: .....�t�:00 � N � ,+.ti� SEWER TAP Adil r ss. 51.49- "EAM ROAD M SACKS` LLE, FL 32257 ItYI�RAUialC SHARE .00 Lic e,:°` 1 Ty 6: 0 CROS, CONNECTION � $0 .'0. CONST' SURCHARGE NOTICE —ALL CONCRETE Fb' M$AND FOOTINGS MUST 0 1USPECT 104EFORE MURING PERMIT VOID SIX MONTHS AFTER DATE„.OF ISSUE BUILDING�AATER#AL,RUSBISW 'AND DEBRIS FROM THIS WORK MU$t NOT BE`PLACED IN PUBLIC SPADE,AND MUST BE k CLEARED UP AND�HAULED AWAY'S,Y'EITRER CONTRACTOR OR OWNER f ► LRE,r© CQ IIPLY WITH THE M EC H ►#N I S L LAW CAN R suLT 1 N z P'R 3P tTY 'W ' ER PAYI G TW1C� OR B 11L.p 18aUEl CCORDE IG TO APPROVED PLANS WHICH ARE PART OF THIS PERM AND' SUBJECT TO�REVOCATION FOR tVIOLATIONOF APPLICABLE Pif3V#SEMI$ LAW. $47.00 14 � ANTI EACH BUIL-DING DEPARTMENT � Dates 119 k04 00 6 I 4�., BUILDING AND ZONING WSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC NKACat, r{ARIUA 39133 APPLICATION PCXR MECHANICAL, PERMIT ►>� ;iU!,48Ep- ,.—IMPORTANT Applicant to complete all items in sections 1, 11, III, and IV.' LOCAT{ON lftasl Add,eii: 15 3 0 LINKSIDE • D RIVE �,,,,,_ OF IMotgslla9 litto'Ntr teiwean ATLANTIC BLVD i,nd Qt'TiTTTnT nn,AD WILDING Sub.divition SELVA LINKSIDE . LOTtk II, IDENTIFICATION To ba complet©d by all applicants In considetallob of parnrit givae lot doing the work 4t de►cribsd in ih•ibeve ttetement we hereby aq,44 to pe.ia••n teio "0' 74 Wilk the the atladyd prat and ipecifiealioAs which ale a pvt 141.01 and in accotdance with the City of 1ael,onv;l'e o,dir,•,cet ase 04•34•d, of good ptaotia► Itt►a..d Ihacain, Nauta tat tnl A61116a) Confrat on Ct►Iltratf�r {1911) MANDARIN HEATING A Matter C4CA 12.621 Nataa of s4iatura of 04441, signature of w Aut6atlud Atpaf2�L -- - I Atchileti Of tengine.r IU. 60I9AL INIRAMAT1ON A. Type of hHtil►o I,wft g. 16 OTNtaf CONSTRUCTION 1EING OOKC bN Q uw • THIS NVILOINQ On SITt i'_ Y,ES O• Eta--O (3 Nalvral 0 Cantle)U011w Q OE f>ICRMI041 IF 1p1YE t�Uf� CONSTRUCTION t� r T 0 $wily IV. MOOKW"1"I►m*4 t0 U INSTAU20 NATURE OF WORK (PI"44 60001f oh lief of cowwpetlaah ot+back of 11111 lora►) Reeidontlai or ( 1 Commefci,, O' H*&' 0 5040 0 lt"404t4 0 Canfaal O Roar C7 New Hulloing A$r C+Md)n1ngi Q Room Q coalovi O Existing Building VLboct iysi"I Maw& BOARD & FL k ... C7 Repiacoment of existing system Mallow eapacity—1000 �� D Now Installation(No system prorloo;iy installed) Q ItoMom " D Extension of add-on to existino aysi,m O C40409 fWWI C 04cily �, ❑ Otha( —Spitcily C3 Fist p oklant Numbet of Is" , C� Elrwlw G MwAk. (3 EWA)* p 040940pop Itwraber) tH11 SPACE 0711 OFFICE Uu ONLY lRa.+1.+11 Ra+t►arkt ,... Q LNi qr1 Isuml»r) Q VAN"pewom t a,el.t ,. Q 8+71art fatmi! Approved Q OfbW"'td,raly a - .........,.,� ►atmit(tar LIST ALL $QUIPMENT l Aix CONWr0MM3 AND >RI;F`RICERATION pQUIPHEN7 numb"lush& Docri � ptkoa 7dodsirfkvtkb+,r ac*nututut+r �jy a s -•'� TWAT f0 6 FVKHACES, BOILERS, FIREPLACES - i 7725, DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH j PERM 't I NFORMAT I ON, .---_. --_ LOCATION I NP'ORMAT I ON - - Perm t. Number: 7725 Address ., 1530; LINKSIDH DRIVE t 'Type: PLUMBING ATLANT"IC BEACH, FLORIDA 32233 aS .c► Work., NEW LEGAL DESCRIPTION - O'on6tt . Typ Wt?OI .,'RAI E Lot : 15I BlaokF e>�titanF _ r.c�p i cL tlte. SINGLE FAM,ILY T wn . it?* RNQ; } i ej=igs : 2 Cede . O 5ubdi vet on: SELVA L INKS I E #2' til�i�ed Value: 0r00 Improv. Cost: $0 .40 =Total F� $57 .00 31 ovin $57 . 00 GO it 2 ,. a „ .A _ .. I+ON - �. -„ APPLICATION �FEES i PERMIT $57 .00 E DRIVE T+�AR"' Ii�M�+ACT REE $CI,.00 Ti FOR L DP*6,' FEZ �• �� AT AP RADON 0AS-H R. S S0,04 'OR14A'T I --w- RADON OA$ ` 5 $6 .00 N I ON S PLUMB I . , .. . d -TTL. IMPROVE., _.40 .00 a 4029 DINC3 ,$LV1 . M SEWER TAP $4 .44 r JACKS t LLE; . FLA. 32214 HYDRAULIC SHARE $0.44 Lic Faro 1 Type: 4 CROSS CONNECTION SEC'.H IMPACT FEE 4 I+iOTES; r I r i i NOTICE--ALL,C�'31 CRETE FORM�tAND FOOTINGS MUST .BE INSPECTED$EF�DRE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE -r BUILDtNt3 MATERIAL,Rlt88lSH ANO DEBRIS FROMI THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER � ;hI URE.TO COMPLY1NITH 7ME MI�CHAN CS' LIEN LAW CAN IN T SI PROPERTY OWNER LAYING TWICE I~ I 'EItJII.ClIA1O 'II�PROuEMI�A13` a 1; 31I f ACCORDING Tp APPROVED PLANS WHICH ARE PART OF THIS PERMIT'AN6 SUBJECT TO REVOCATION FOR VIOt,AION OF APPLICABLE PROVISIONS Of LAW, F y, ATLANTIC BEACH BUL.,DI G'DEPAFtTIUiENT j sr CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT �5_z _JOB LOCATION: ---- - ------ ------------ ------------- - PLUMBIHG CONTRACTOR: r LICENSE NUMBERS: c 419194 --------- ------------------------------------------------- OWNER: _ - ------- ---------------------------------- ---------------- BUILDING CONTRACTOR: TYPE OF BUILDING: SINKS _______ ___SHOWERS _LAVATORY ___/____WATER HEATERS BATH TUBS _______-__DISHWASHERS URINALS ____/___DISPOSALS CLOSETS Z__-WASHING MACHINE FLOOR DRAINS ----------OTHER //9--TOTAL FIXTURE COUNT . INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE..;,% CITY OF 4&44& 19W6CJ%-44%d* 4 Office of Building Official REQUEST FOR INSPECTION 6 -f Z/ Date Permit No. Time A, Received iJob iMress,_--, 4Localit Owner's NameContractor BUILDING <�C�ON�CRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Ei Rough 7 Air Cond. & Re RoofingHeating LJ Slab Temp Pole E Top Out M Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs. Friday---.---P.M. Inspection Made P,M. Inspector-- Final Inspection ED Certificate of Occupancy LE Date K CITY OF Office of Building Official REQUEST FOR INSPECTION Date r w Permit No. � Time A.M. Received RK Jab Addr / oca(ify Owner's r� /;4Z a Name Contractor 1 BUILDING CONCRETE ELECTRICAL PWMBIN MECHANICAL Framing [_1 Footing Rough Wiring I Air Cond.& Re Roofing E Stab a Temp Pole ! Top Out Heating Insulation Lintel E] Final D, Sewer Fire Place Pre Fab READY—FOR INSPECTION A.M. Man. Tues_ Wed. ' � Thurs. Friday P.M. _A. . Inspection Made / PM. Inspector Final inspection C Certificate of Occupancy Date _____ OF ADDITIONS or • ' ' • t • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted z2g �c �� 3c��.�* � _S'r��-��fly r•�: G��-�� It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any port of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, caUYL-' .� Building �Department for an inspection. Field Inspectors are in the office from l7TrT to Monday through Friday. PLUMBING ELEC frr PRESS HARD-USE BAIL POINT PEN clry of 7 Office of Building Official 7-72- REQUEST '72- REQUEST FOR INSPECTION 7K 3 c- Date r Permit Time r +r Received Job Address Locality Owner's actor BUILDIN CONCRETE ELECTRICA PWMBIN ECmNI Footing C! ug Wiring oi3`u`gfi F:! Air Cond. Re Roofing Slab Temp Pole _ Top Out Heating InsulationLintel Final Sewer 0 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. Friday, P.M. Inspection Made D . nspector ^- _ _�`�' Final Inspection ("� � a ,� Certificate of Occupancy E """" � `""`�� ' Date ____ CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A•M- Received P.M. Job Address Locality Owner's Name Contractor UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL rammg �: Footing Rough Wiring E Rough E Air Cond. & � Re B—finq _7� Stab 17] Temp Pole Top OutLI Heating Insulation Liniei Final Sewer t_ Fire Place a ._. ,_..,_.... Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. Friday__ A.M. Inspection Made ______RM. , Inspector Final Inspection D Certificate of Occupancy t Date /� //CITY OF rile /3�—1&U1 is Office of Building Official REQUEST FOR INSPECTION " Date /`�'!C% ' Permit No. TimeJ A.M. Received / i JP.M. Job Address Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El Footing Rough Wiring F Rough Air Cond. & G Re Roof'u2 Slab Temp Pole Top Out Heating anon Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Turs� Friday P.M. Inspection MadeJ, 49111Final Inspection ❑ )4�2� �. �,,� tissue Certificate of Occupancy L -9,/-0-6 Date M s mit aPARTMIN10F BU#461. tK ;. .±�tk4 CITY OF ATLN'TICis AGH ' mw . .. ., � PE tip -- -- -- 14CATION INPORHAT T?el m t NAddress: 1,530 LI�tKSIDS TORI Ferro t y �tNt3 ATLANTIC BL InA23 . 13 { 14s,s o Wor ---- --w-- LE AL ::.IRB - Co ns tr T SB Lot : 1 111 t�c�s � pan- dosed iei: SINOLE" OMILY Township? -» 21ng _ 1 Cc:eT b Subdivisa®ns ' SEL T. -w tdlue< Ct4. 5 .. ov 'Tot:al''. 623. 24 , Arn $2623.24 aryy FEES :....w ""' .. ..,.,.L. F ICAT ON �rGi z .,' ..,.. t�, NXI.` STATS ' �,. 23 . t0 , d rye t 'I` DRIVE ` . : '' W IMPA I+' X494.() LORI DA_ � fo TAP RADON �A$-TIrR.�. X6. 86 CI NT`Q . . RIT" N - RADON t31� q 4 9 6 ': 6 ` TN14IiT°°ORIV� . .. CAE " A , "IMP RVB326. CRt+t' EAL NSTAT E SE+ 'R TAP f� �t3�`� JAC ILL" � L 32216 IIYARAU IC SHARE: �0 00'4- j O -34 Type 54 CRO S CONNECTION �3 .QfJ-.� .` w SEC.It I $ CON C' -OTHER `NOTICE-ALL CONCRETE FORMS AND FOOTINGS MIS BE INIS�pECTED BEFORE Rt?ltRIN�3 ° PERMIT VOID W MONTHS:AFTER DATE OF ISSUE` IN MATERIAL,RUBBISH AND DE-BRIS FROM THIS WORK MUST NOT BE'PLACED IN PUBLIC SPAC ,AND MUST BE ' RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER cn.. I 4 ILt,lRE TCS CQMIPI Y WITH THE MECHANICS' LIEN AW CAN RESULT-IN PROPERTY QWNNEI'�`PAYING TWICE Ft�R ,T3UIWm IMPRAVEMENTS UBt `ACCOROING TO APPROVED PLANS WHICH ARE PART OF THIS PER T AND SUBJECT TQ EVOCATION FOR A M� LAt'�ti3�i OF'APPLICABLE PRfDVISIQNS QF LAW: i AAITIG REACM BUILDI DE ARTMINT r^aBor; fIRYSTiIi. S 1,N6, 3 A CI T7 OP ATLiV,,171C Z'-M(*-U IFMRIT CXLCDLDTTOE riH=A A(ldress 1530 ks i i> &---xj ue Da t e—Z 2 --7 - y3 Heated Square Footage 1523 $35. 5 per sq ft = $ -54) ,P�jw)r is e Garage/Shed , @ s 0—Per s q ft = $ @ $ /-9, 0 ver sq f t = Carport/Porch(,- Ay) L., Deck $—Per sq ft = $ Patioper sq ft = TOTAL VALUATION: Total Valuation Ist Remaining Value $'/. per thousand or portion thereof TOTAL BUILDING FEE $ :2 r7 + 1/2 Filing Fee / (0 Fireplaces @ $15 -00 $ BUILDI14G PERMIT FEE $ WATER IMPACT FEE SEWER IMPACT FEE $ zjSz ID 0 WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP 00 (/,P3 ) RADON (HRS) .0045 �--45 4 Q03) RADON (CAB) .0005 $ -78 SECTION H PAVING ( $ —0— HYDRAULIC SHARES $ CROSS CONNECTION SURCHARGE .0050 $ OTHER $ 2- GRAND TOTAL DUE $ :z :5 ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing_. Electric/New Electric/Temp_.;SwimmingPool - Septic Tank Well__; Sign_Finish Floor Elevation Survey ;urvey other CALCULATION, S an.,I/or NOTES: PROPERTY DESCRIPTION CITY OF y�rvr�tl'91�a^!►e�•' AMW/ 'ASL 'Sr- ' 716 OCEAN BOULEVARD .at •---.._..'_Block •__......___S+ction I___ 1993 F.O.BUX 26 C ATLANTIC BEACH.iLOMDA X22» Subdivisions_Se \S� 4;1'` " ` hS lding and Zoning TELEPHONE(9b4)249-&M Street Name ` �, DESCRIPTION OF WORK sr Address_I �v �,. �IJT�S +Z�4e— If in a FLOOD HAZARD 'load Zones.....YL---_area complete papa 3• Brief Descriptions Class of Works „( (Rer/Remodel/Addition)- TSNING INFORMATION Typo of • ConstructIon s�� :oning `� Proposed ►istricls___v Uses___�__,�__,.,_�_,„.�_ Estimated Value :xceptions or Matoriolss d d C ;Q___ ariances Granteds--____— Solid or ------------------------------------- -- Filled ,,,- Rooti� l OWNER INFORMATION Grounds rr r Method of Healing sE'! RI N/ANCl/A%PRINTING C>APAJ%N t0 e-i N N 110tice of Commencement w (►RVAR[IN CUPLICAT[) ai To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE N OF COMMENCEMENT. U Description of property L() '� �` v \j tj 7�s U �r c According to plat thereof recorded in plat book 47 pages - ,J --------------------------------------------------------------- ---------- -'-- ---------------- ----------- .,i of the current public records of Duval County Florida. NGeneral description of improvements ---------------------------------------- k Construction of Single Family Residence with Garage on concrete slab A --------------------------------------------------•------------------------------------------------------ •N Centex Real Estate Corporation zOwner ---------------------------------------------------------------------------------------------------- •r 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 a' Address p Fee Simple 0 Owner's interest in site of the improvement ---------------------------------------------------------------• M o Fee Simple Title holder (if other than owner) ______________________________ W Name b Address rd x same as owner Contractor ------------------------------------------------------------------------------------------------- h Address ------------------------------------------------------------------------------------------------- 4J Surety (if any) N Address -----------------------------------------------------------------Amount of bond $-------------- 0 Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------•------------------------------------------------- Address ----------------------------------- ---------------------•---------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Lancaster Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name -----------------------------------------"------------------------•-------------------------------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) nl WATER CLOSET /V WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) lam' BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) > FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) COMBINATION SINK AND TRAY WITH FLUSHING RIM SINK (8) ��FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT �(4) TOTAL FIXTURE UNITS ,r @ $20.00 EACH $__ JOB INFORMATION � J lu -�('0 C 2c I FLOODP4AtN DEVELOPMENT INFORMATION Type of Developments_. Flood Zones_ Requtred Lowest Floor Elevation*s_�„„_,,,_,,�,_wM tf building is located within a flood hazard zone, a survoi must be wade AFTER THE SLAB NAS BN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be wade and no oertiSieate of occupancy will be issued until the mvvey is on Yile with the Building Department. COMMENTS* Applicant Acknowledgement* t understand that the Issuance of this permit Is contingent upon the above information being correct and that the plans and supporting data have beea or shall be provided as required. Z agree to comply with all applicable provisions of Ordinance Xo. 23-7-11 and all other laws or ordinances affecting the proposed development. Z " n Date-----M�-_�fFMA�iVa.ft•s Bigtura m _- Z- a-�ta�w---- --------------------- --------- Department Use Required Lowest Floor Bievation As Quilt Lowest Floor Elevation ------------- survey Filed Filed with Building Department --- ------ 4 _. �.. ----w--...,.-.w-w--w-.. Building-Departwent Representative i page 3 ENERQY GUIDE Fur ��.�� lad in|o/maLimn of t EPZ ratiUg numbE�r ur for any ITEM li�t�d , sek your 8uild�r for EPZ= �� .9 OCA F�rm �DDA-93 or Form , DOB-93 O .102D 3O 40 �O 60 7� BO 9D lOO ' ---___---- -----------------------------X- ' Th� maximum allowab ! e EPI lOO . the EPl i1 e t the home �ESIDENTIAL ENER�Y �ERFU�MANCE RATINC SHEET JL'TEMHOME VALUE Luw Effi�i�noy High Ef ticimn�y �IN6L CL� �BL TZNT WII'll DOI,i Dou�1Ctel ar / -------------X------- | INSULATI0N . . . . . . ' . . ' . . . . . . . . R-10 R-3D C�iling F-Z-Valum . . . . . . ' . . 30 .D / --------------------X | R-O R-7 Wall R-Value . ' . . ' ' ' . . ll 'O | --------------------X ! Fl R,-Valu� . . . . . . . . ' O ,0 / �-------------'------ , AIR CDNDITZ0NER . . . ' . . . . ' . . ' ^ lD 'O SEER l7 .O �EER/EEll . . . . . . . . . . . . . . . . . . 1D .0 ' X-------- ------------ � EE� 16 .� HEATZNG SY�TEM . . ' . . . . . . . ' ' ' . 6 'B HSPF 12 'O ElctriC0PVHSPF . ' . . ' X-------------------- / 0 .7B A F U El O .�O AFUE ' . . . . . ' . . . ' . D .DO / --------------------- � WATER HEATE� . ' . . . ' . . . . , . ^ . . . DB� O '96 EEF , ' . . . . ' . ' ' . . ' ' O .8� / X-------------------- | D ,54 � .9O 6aEF . . ' . . . . . . . . . . . 0 .00 ! ------ - ---'---------- | OC, .8D OTHER FEATURE . ' . . ' ' . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Z certity L �t t� �� gy �aving f��Lure� r�quir�d for the Fl�ri�a h � nr Enerjy od� have Cben inal1ed in thia hous� ' Bu�ld�r Addreao � i�n�ture � a�e City�Zip Fl�rid� Energy Cocle for Building CunetruuLion Florlda D�par�m�nL of C�mmuni�y Aff�ira FL-EPL CARO93 *4 INFILTRATION REDUCTION PAhCTICE COMPLIANCE CHECKLIST ft COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 ' 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES - ______________________________________________________________________________ _ Winduws 606 . 1 Maximum of 0 '34 CFM per linear foot of operable sash crack ( includes sliding glass doors ) , ----------------------------~--------------- - ---------- ---------------------- Exterior & 606 ' 1 Maximum ot 0 . 5 [FM per sq ' ft , of door area ; solid Adjacent Doors core , wu0J paneL " insulated or glass doors only . ______________________________________________________________________________ Exterior Joints 606 ' 1 To be caulked , Qaeketed , weather -stripped or other -- & Cracko wise oemled . _______________________________________________________________________________ PRALTI[E 02 b06 ' 1 COMPLY WITH PRACTICE #1 AND THE FOLL0WIN0 --- ------ - --------------------- Exterior Walls 606 . 1 Top plate penetrdtione sealed . Infiltration barrier & installed . Sole plate/floor joint caulked or sealed , ------------------------------------------------------------------------------- ExLeriur Walls 606 ' 1 PeneLr8tioUa , joints and cracks on interior eurfao,-� & Ceiling,,.. caulked , sealed or gasketed ' ______________________________________________________________________________ _ DUctWorK 606 . 1 Ductwork in unconditioned space must be sealed . ---------------------------------------- ------------------`----`------------- -- Flreplaces b0b . 1 Equipped with outside combustion oir , doors and flue dampers . __ _____________________________________________________________________________ Exhaust Fans 606 ' 1 Equipped with dampers . Combustion dex1cez see 6O6 . l .A .2 ' Combustion 606 . 1 Be in unconditioned space ( except direct vent ) . draw Appliances air from unconditioned space , exhaust to ouLoide . Cooking appliances shall be dampered and use intermittent ignition , _____________________________________________________________________________ __ * A OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all r,Sidences . ) ** _______________________________________________________________________________ WaLer Heaters 612 . 1 Comply with efficiency requirements in Table 6-I2 ' Switch or clearly Narked circuit breaker ( electric ) Or Wtutt ( gas ) must be provided ' EXternml or built- in heat trap required . Swimming Pools 612 ' 1 Spas and heated Pools must have covers ( except ouler & Was heated ) ' Nun-cummerc1a1 Pools must have a pump timer ,, Gas spa & pool heaters must have e minimum thermal efficiency of 70 percent . Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal - lone per minute aL 80 P5IG . _________________________________________________ _ HVAC Duct 610 ' 1 All ducts , 1ittinQs , mechanical equipment and P}enum Construction chambers shall be mechanically attached , sealed , ino- Znsulation '& ulated and installed in accordance with the criteria Installation of SecLiun 610 . 1 .ABC .2 & 610 ' 1 .ABC .3 . Duct in atticu mVoL be insulated to a minimum of R-6 ' Air handlers shall not he installed in attics unleas in mechanical �l�eeL . ---------------------------~----------- `--------------------------------------- HVAC Controls 607 . 1 Separatw readily accesgible manual or automatic thermostat for uach system . Insulation b04 , 1 [yilingo minimum A-l9 . Common Walla - Frame R-11 or 602 ' 1 CBS R-3 bolLh oidea . Common ceiling & f1ourz R-11 . - 5UMMER CAL[VLATION� === BASE === | === A6-BUILT === 8LASS--- --------- -- - | ORIEN AREA x BSPM = POINTS | TYPE SC 0RIEN AREA x SPM x SOF = P0INTS NE 22 .00 b5 .B 1447 '6 ' DSL CLR N[ 22 .0 57 .7 .94 1190 . 1. E 32 .00 65 .8 2105 .6 | DBL CLR E 28 .0 79 . 7 '95 2114 '4 ` DBL CLR E 4 .0 79 .7 .95 302 ' 1 SE 22 .00 65 .8 1447 .6 � DOL CLR SE 22 .0 79 . 1 .93 1614 '0 5 23 .40 65 .8 1539 . 7 | DBL CLR 5 11 .7 66 '2 '91 701 .6 ' DSL CLR 5 11 '7 66 .2 'gl 701 .� W 72 '00 65 .8 4737 .6 � DBL CLR W 15 .0 79 .7 .95 1132 .7 ' DBL CLR W 15 .0 79 .7 .95 113� .7 � DOL CLR W 42 .0 79 .7 '95 3171 .7 / . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS AREA AREA FACTOR P0INTS POINTS / POINTS ------- -_- - ----- --- -- ------------- - - -- - -- - -------------------- ----------------- . 15 1 , 523 .00 171 .40 1 .333 11 ,278 ' 12 15 ,032 .01 / 12 ,060 .94 NON @LASS------------ | AREA x B5PM = POINTS | TYPE R-VALUE AREA x SPM = POINT5 _______________________________________________________________________________ WALL5---------------- | Ext 1132 .0 .9 1018 .8 | Ext Wood Frame 11 .0 1132 .0 1 .70 1924 .4 AdJ 125 '0 .7 87 .5 ' Adj Wood Frame 110 125 .0 '70 87Z, DU0RS------ --------- - | Ext 21 .0 6 . 1 128 . 1 | Ext Insulated 21 .0 4 . 10 86 ' 1, ' CEILINGS------------- ' UA 1523 .0 .6 913 '6 | Under AtLic 30 .0 1523 '0 .60 913 'S / / FLOORS---- -- Sib 165 .0 -37 '0 51ab-on-6rade .D 165 .0 -41 '00 -679& .0 / / INFILTRATION--------- | l523 .0 8 .0 12184 '0 / Practice 1523 .0 8 .00 12184 '0 =============================================================================== TOTAL SUMMER POINTS | 23 `2S9 .21 | 20 ,456 .74 =============================================================================== TOTAL x SYSTEM = COOLING ' TOTAL x CAP x DUCT x EYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT P0ZNTS _______________________________________________________________________________ 23 ,259 .21 '37 8 ,605 .91 | 20 ,458 '74 1 .00 1 .070 .340 .860 6 ,400 .G9 =============================================================================== " I IVY ! 114 111 tATIVA0314 $13 * 14 tft**t*A 11 *14 * WINTER CAi CULATIOK� **sit tx*wl 1 4 1 f'.t I r p It 6 4 1 v t3 I I A It I Tf*T:t*j 1*1*14 4*M t&f BASE i S-BUILT GLASS--- ----------- --- ORIEN AREA x SWPM POINTS TYPE SC ORIEN AREA x WPM x WOF POINQ NE 22 .00 -10 .6 -233 .2 DSL CLR NE 22 .0 4 .6 1 . 16 117 . J E 32 .00 -10 .6 -33q .2 DOL CLR E 28 .0 -9 .2 .84 -217 .,�z DBL. CLR E 4 .0 -9 .2 .84 _VA) SE 22 .00 - 10 .6 -233 .2 DOL CLP SE 22 .0 -22 .7 .93 S 23 .40 -10 .6 -248 .0 DSL CLR s 11 . 7 -28 .4 .96 _31RAll DOL CLR 5 11 .7 -28 .4 .96 W 72 .00 _10 .b - 7b3 .2 DBL CLR W 15 .0 -9 .2 .84 - 116 . 4 D D L C'�L.F: W 15 .0 -9 .2 .84 --11r, &"" D�E':t t...S t.l 42 .0 -9 .2 .84 -3 2 5 . . 15 x COND . FLOOR / TOTAL GLASS - ADJ , x GLASS AD GLASS AREA AREA FACTOR POINTS POINTS POINV - ----------- - ------- ----- - ----- --- - -- - ---- --- -- - ------------ - ---------- . 15 11523 .00 171 . .:4x. 1031 -1 .816 .84 -2 ,411 .S7 NON GLASS- ------------ AREA x HWPM - POINTS TYPE R---VALUE AREA x WPM - POINTS ------------------------------- --- -- - - - - -- - - ------- - -------- - ---- ------ --- --- - - Ext 11j2 .0 2 .2 2490 .4 Ext Wood Frame 11 .0 1132 .0 3 .10 41ea .4 Adi 125 .0 v .b 450 .0 I Ad Wood Frame 11 .0 121 ,0 3 .bO 0 . DOORS— - Ext 21 .0 12 . 3 258 .3 Ext Insulated 21 .0 8 .40 17u . 4 UA 1523 .0 1 .2 1827 .6 Under Attj (-. 30 .0 1523 .0 1 .20 1827 .16 Sib 165 .0 8 .9 14168 . 5 .0 165 .0 18 .80 1102 .0 INFILTRATION---------- 1523 .0 7 .4 11270 .2 Practice 1523 .0 7 . 40 11270 ,L T07AL WINTER POINTS 15 ,a43 .43 19 ,20no'_ TOTAL X SYSTEM HEATING TOTAL x CAP x DUCT x SybTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINT,,,-. -- - --- -------------- -- -- -- - 15 .343 .43 �55 S ,43S .8 - - 9 9 1 ,224 .69 1 .00 1 .070 .500 1 .000 10 ,28S .21 t3*1 TfTj 1 * 4 fft*i tT `V411 *tV43 VIA V1 F* AV**A4Wit.*** ff V* 441 wArER HEATIN(:, BASE AS-BUILT NUM OF MULT TOTAL TANk VOLUME EF TANK x MULI x CREDIT MAL SEDRME, RA T 10 M U LT --------- ----------- - - 3803 .0 15 ,212 .00 so .88 1 .000 3800 .0 1 .00 15 ,21200 SUMMAR'( AS-BUILT BASE COOLING HEATING HOT WATER wAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS 0 POINTS POINTS + POINTS POINTS - POINT : - ---- -------- -------- ----------- - 8005 .0 S430 ,9 lS212 .0 32 ,25600 6400 .�-,' 10285 .2 15212 .0 Epl 06 ,89 ----------------------- ------------ -- -------------------------------- wwo 9111-1 1AA? 9M KAY 1f1"J,1.flQ �.L jnNVW ' 10-3 NOI13DIDT INAWdin03 :4 _.. GG ,f_.... W I ., awA(.a %OZ " SMS ; 7701997 WISMIiO '4OZ •+- Iv(7i w''v 99" GIZV W __ 3 ..:>, r'1(.? `N U._. %0 'f:` M j; „ d O l w}t;l J 3ZIS33AQ %07 i _ . ,43CT WeISNAS MOK 0 f MCI Hnm ">s C:)_.i "fvif)ri 00, 009T 1lNVl1ddV/INVdn3W 0TOT IP,W H O JLC! + td:33`. 0 0 O S T,V WD D O 0 Z _L N 3 AM M 7 h 8 £;i,C.T AISIGNAS Wn.l.,anw._ T 7_, ... " mo.1.sm'> -- --- ------------------------ ------ --------------------- ------ ---- --- -------- "o 00 I.,.i-,w ) „ d 1. l.O" dUJ'a1 ( TaG jasn ) Aawwn,, j " BaO wT ljT t y I ( Tei"i joV ) aatown `l A ' M 6T i atw u H . .1O i aI1Jwn,.,, qj ja vq b j Waa E , Tq gTng 10M AaawnS lonpul 6t i " q._i / -;u T P 19 t_t ff.'s T:;a O .J..a il.,l 11 I T-1 S _l,o o i':'U J `wOS A,}T!v}TwnH `=''n,TITwT .il wwwi S Amp(J. OTT i OTIe;; XITpTwitH _iawwYiS Acopin ) A " Bea U._. gTng `}y!M .iaUIU.IT"1s" J.mp"'}i"1i) j ' b@Q f ,. gTng A_irel AawwnS -lo pInrr Y) Woo 0; WIN ' 4110 . :'jwyl l 'jIil�. I »a' al I= G nsilqV Ij p, Waa OC 1.iOT..IciA , 8pnjT j,5M 1, AA0t,..i aTI T;^,l-lti:.;JOW P p1"J.i'iT a r MUM! "(i,'3=JTgdelkt>v,` ) - ------- ---------------------- -- - - ------- - -- --- - - --------- ----------------- }k ::-i.iOTUMO;I ublsaO - sllC TITPUM 011MITO AS EFST G''JV t,' OTA +Y' =aI OT .THOD ._.... .......... ..._...._... ........ _..._..... .. ---------------------- - - - -- - - - -- - -- ( W X X s., q M! l ( .`i ) N O 7 "1. i,i 1:! HINWAS r i v( N ti"!„I "1 `7 0 3 M b3110 VIVO (� ",i :ti�> �%� f ��% C. 1.;i � UhlIsn M1_Lv-`111,..vo ssm -.L.V3H ./ !'! .V 9 LV3H t LOA � 11ALCULATI0N 4 - ' TYPE inside 5hadw so Area Loes/Btuh Gain/Btuh GL A S �-----------------------------------------_______-_-_______-____-______ SouUl Double Ch Drapee/Blindw l 11 .70 309 '30 292 .50 South Double Cir Drapes/Blinds l 11 . 70 339 . 30 292 .50 Last Double Cly Drapes/Blinds 1 28 .00 812 .00 1288 .00 East Double Ar Drapes/Blinds l 4 .00 116 .00 184 .00 Northeast Double Clr Drapes/Blinds l 22 '00 638 .00 726 .GO Southeast Double Cir Drapeu/Blindn l 22 .00 638 .00 902 .00 West Double Clr Drapes/Blinds 1 15 .00 435 ,00 690 .00 West, Double Cir Drapes/Blinds l 15 .00 435 .00 690 .00 West Double Clr Drapes/Blinds 1 42 .00 1218 .00 1932 -00 infiltration Winter Htm ( 28 .73 ) x 171 .4O 4924 .32 Znfi1Lration Summer Htm ( 6 .98 ) x 171 .40 1l96 .37 Window Frame r Metal SUBTOTALS : 171 .4O 9394 . 92 G113 .37 R-Value Arma� Luao/8tuh 6ain/BLuh WA L L S------------------------------ - -- ------- ----------- ---------------____ Wood Stud - Ext , ll ll�2 .0� 4075 .20 2830 ,00 Wood Stud - Adj . 1l 125 .00 450 -00 212 .50 _________ _________ 5UBTOTALS : 1257 .00 4525 .20 3042 .6O 0 O 0 R S---- -- -------------- - ---- -------- -------------------------------- - ---- insulated Core/Metal - Ext . O 2l .00 371 .70 1Og .2O Infiltration ' Winter Htm( 28 .73 ) x 21 .00 603 -3� Infiltration � 5ummer Htm( b '98 ) x 21 '00 146 .58 SUBTOTAL& 21 .00 975 '03 255 .78 [ E I L I N 6 S-------- -------------------------- ----------___________________ Under Attic 30 1523 .00 1979 .90 2436 .80 FL O O R �-------------------------------------_____-_-_____-________-_______- S1ab on Grade, O 165 .00 Lin .FL . 5346 .00 000 .00 � TOTAL STRUCTURE SENSIBLE x _______________________________________________________________________________ 227Z1 '05 21708 .45 ` APR -- 23 -- 93 FR I 13 : 22 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP • Provtdot addkl"lr&* sod reeletana to wind upatt to sic"rafters and pueeee to wa nude,by goal or oonorate tw beams ►Aoou� WUFT O NSR m f� coos 4Atroi 143 O.P. 10FAvu CARTON mm is ye. 1300 5.164 m &M 2 x'e HDPW 1626 10.164 26 See General Note 11. Sanibel Strap HOP l8 i INFIL TRA TION INFIL TIM TION g»•+�'sQ��b*M b the MtYm PW tr Dy•1tMr. M=b* M rt dalfa3teMra and nnstk to N botbm pWe,WndrOm wall header and erd Johis,Hoch deck or stab edge,or. L wraDP'V CM sheetirp order tM bosom plate.then nfechanicalhy fatlenhp 1 b Cie indoor faces of V*ptates. INFILTRATION PRACTICER • ShairiN shut M rta&W anxxd doors and wWows by ehher. 1. sI r"tasserrrs and mtstk loth*lams:a. surs To account for Infiltration(air leakage))ossa: h the bulgy emre tt Wec+ar>'ul q wit, n tM tra+r"members aro mastic a ppnre rrd; �a'g f1g �r aeruUyt tape wth auysc sctxsM b meta!a plaslJe n0 kid:Or, infiltration reduction const,uction techniques are combined Info ttvse groups,or 3. Wr,Wqrp the:r+decrp wound tM door or yr r4a.openkV.then anxhinp practices. These(tree prackes,labeled ti,P2,and 13,represent flues diterent With MKhar carfuter*n to ro(+door lace of"Iramirv. infiltration rates. The higher the piad;ce number the tighter the house and the • SheetFp we tw etlao'rd wth mecarkal tasierwrs at at seams. N borer the number of air changes per tour. Thi conslruc ion techniques requfred In Marts slut N Saaltd Dy#VW nast'C or prtswre sanslM tape W section 606.t.A for each practice are Isled brow. acxysc w v*r lapped.r ds. Rubber cased act"oes tapes shat roc M used for tna pirpou Inflltrallon Practice 11 The house must comply with aA prescnppbbre requirements for window,door and Wood Sheathing Boards. Wood sheathing panels are considered air(nt ration ductwork infiltration in sections 606.1 ABC.1.and 610.1 ABC-& Practice Ji, barriers when applied to a frame wall underneath an exterior finish and.ths inciudng the Vlowing requirement& following sealing requirements are met: • W vwws NUJ have a rrarklum of 031 0.&Ieel per mires tcx)A)par arrear . Jolts brmed by the squrt edges of K&P4,np pane}:shalt be Danced by t I"or operable sash avck fn araC-. TTM p♦m bqr n P"Is:kiss be,se algid,a Dude adpi+r+0 ports • Moors nc�l dro ss6n0 finis dons)stat Ain a ffwxk urn of 0.5 VU per 14844 10 tau framip merrWr vs r�a msslc. For polis brsrod b/bre y vd Orouvf $Want Ci a &I*& h M wi3rp erxtbpe s►,ai be caul•d �s.M p"o+Ins panels SW De M#d With rtusic Delon ftzuv 1M park. • pqaa skirl wsaa»r•s>rtpped a oCwwist sstkd n an app7,od rrurw»r. ♦ TM park she!De saas►d b 1M by p41e vsY q a masric • FNAC distil(shat be constnrd ed aro K SW h soaNtar"wth the ♦ The panels skid lx sl as►d b lint DoEorn be ed i n ru n1 afR��acO 5 or frM cos. Oucts h afl a shut wd P.M� nustY. pWe,nos dedk a Mader • TTM parvk Y+at be$eaw to the Ants a n+our"Mt Of docs and Infillration Practice n wr*owl vWq a masfc Tapes of any type ave to acceptabta saaiaMs for seaang wood sheathing to wood in addtion to meednnqg f0flowing steps be taJcal rKt_irem nts of Practice 01,Prad;ce M requires the members,mounting Ens,or masonry. en to tgMlfw en sin,cture. • u psrrinttord std pres n aw a� •f d efler%X ward:Haff be Waled. Non-wood Srheafhfn¢ Non-wood sheathing panels,including foam insulation • M r-(lralith u+d rte.ed woDd fbOrl. Dema tee.Woods S 591 shat be tutaAeO r enera«sat boards,and foil or p4stic faxd boards o1 other materials.may be eons;dered air • The sad berwten trtenor and adyace-.tJ$04 res and mors n ham* infiltration barriers when app N to a frame wan underneath an eY.er"ar finish and oordunudon VW tx foaled W-M wasp oe enXe(m that. the following sealing rewrements are met: • AJ perxVafons.pias and cracks in flea Sw�rd eaiernr and ad ac*"+harts and cearps shat tic s44W ce 0zstred i' L tar . Jon:b*%."n aC J undo+Yd dax W..,.eltddncar OtAct and p G+P.-W sqN D*:sale,vs r or+e d tri n,sttves twildv+p oortponem%. tax Na1wp woOC svran�PRS e^enrlh e,or,peas Detwten o*1P Wa vb t is twffcrYf,fStsessarOt.amC acctssas.and rlCtif,eQ aSJKYp Gari Ot tea �,resSVR SI r`S.[lry i�tf wth K.nyK a�+eSM. R:ubbfr 6asrC adr+ei« • AJ pits in dw<w in urrnndt.oned&paa s+al bt u akQ h&=,t� tapes Nat ro Dr vset b hs Argues. •.th Wtoo 4110.1'taca. AJ RrspLe^ and wOW:soy"slut hart sue Carr"n.dens a:oro . The pallets V40 byt";*-I b Rx dc'on and W$4*D rrevvion ant*_tcdn M rtak*s. %:.p 1 •Kifp a n1tf11C. AJ uhaysf lard vetted b ur-conda-w:ka=stat K"darr"rs This . The Waneh seal Ot Sassed b P+*WUM pttt*.bwvaCbn wa!L header dots roc af=py b M-0-sfbn d•.cts-0 eveprw txf a. r p6a.ba odd_Or s.aD using eustk:. Ss-dt-tf rial Co-"wth tree kr4eV r.W Gaf COW(NFPA 54)a rr burr aoopled roes . TTre per+evRsrwq I�De u tW b ry Arne of ffcvr"tau of doors 3rd Osor W wda.ftuu` Y 45#e j a—lhmar be vied a$4V meal and$>4_Vx na 1n zo1.2 and d of.�"vM sp r.1 N M•krructi.and«3W �yil ry paneK. hlaftrs MJSZ be 0, wrro soon aro akion and ar from y are rfot vnoonaaa+da:pact). SVCn deynts sraJ oorvq rdr the Krra^.ar rAv Gts T s of an aoxa ptaDJe sea:ants for seating non-wood sheathing to Cold(WPA Sa)a rr=Vy adopted-lin wood or masonry boiling components. lflltntlon Pnctkfh>� Stucto. Stv=on exterior frame walls may quakily as an lnfitbafion battler N the 1o0owirfg corfdtiorss ars met: add( 1 vlrgs th p0 meetg rvmervdts:W ��and Practice n,Practice 13 3quiros the btlowing • Topbe$. es.si WW+s v4v4sole pies a tounCa�a1 pi is to V*Z=oo nasi W An A2ra6M barsw e l be MUS041:f tw CtZ% Sia pages 57 ttvwgn 59. • N 1104:h the eUtar wall act y'ul lot Perrva5xss,pets and 0-scu m iasrbr raft.xeh as r'osa AJ oohed with a *kr tbu"l b t poo,-vd. Thd"kv trttrsoe w2l S?uJ • vvv d bas�oaeOC and#*art*eudrn aro lynches."be CrAmd. layer d x least a S'e rch ritk.M u be w3Sed or aasket.a or at PWWV'26—>h-V IN by Dtatts at Amor amertcan sa,oco or 12.xn for P"rx stucco, gats sr se sod re o�ee*efrV st+3l N seated from ra aonM rxd specs 3rd wth tfcv .w rrw3locs codes We1rrit. 1nnIIre90n Barriers for Stock ConStrVellon • AJ dusty ort stiff be baw In Ptrxo yoea�eYddoorf*d VAC:t. u acgaancrs rtes De Mot rerdt3ted nip+hXdl The 10110 of build materials and ams wit! I as infiltration barriers for Wtkh vvn b Cee outdoors aro h"a tacsek'+ pprraertt�t*A damper. nG r'g yet qua f) ♦ AJ oorrD,%5M dey M ftL4N:para M xen.i""s,s^d wa;f hea"rs bloc(CGnS NC�Ort: rtarst 1. be bcattd ill trncoW6oesed spits.weadser•s rs�e4 Painted F-xiorfor walls. E -,error mortar nts shall be tooted first,avowed to cera, and dam horn spouts l�Woes not;' b CD"kb"V°"> S then brushed W4,11 sealant rat A first coat of masonry sealer paint and d rM died Vert 1l)types) then a minimum of one W Wal ofpaint shalt be ed. L Ma,pcfted rV1 rMs•dvrfl pw03*ter; Sas air trwn v+oordff'OnedW'C fpa�*s:and to rM ovt5oors. Stucco. AI holes in the outer block lace shat be patched. The entire masonry 1 Mrr»ra ow O-I ail br 9rod�sbcx td i t'.e oor�,rix'Md spbaf truer �Com�poyyus��ba ��rrcrzs: wall:heli be crated with a weather resistant stucco layer of at leas!i SM inch 1. 4,W d c�ash vs rt b vnONI onsd ttliclrneu tax Cerltentit)OVa stucco tx 12 inch tllitdcness for polymeric s uaro. z ��:l�i dna sr�aa�ed V-ch 3� lnterlor Boater 1ts.rMr. po"Vrtc mastic or 0tff*dC0A 00XV0 eu shall M ttoe'ebd When Infiltration Practice 13 Is used,COL60n should be taken to fait the use of �V bbdc rat teaos b4iom Axtr "A..- a uNorm tr;csvru d Hol1*st materia#and systems which produce ir>door alf contaminants. ♦ Gn�pia" fp su :hal N wrapped cathsassly on CM Ytehx d t4INFILTRATION BARRIERS y,3rrier a. Pby kxrirpe a by dredy attached Wall Doan),atrN an _ • P1iSed a*J taut r v4tan bufds shut W tns:atsed as a oorsdrv"Byer F*ERCM SFONCLES ON FELT - use'no staples FKRWSS StI1161ES ON FELT use no staple OVER ifr OS8 SWAMK -use no staples lot' r OSB. S"FAP" -use no staples Tr ON PRE-ENGWE£RED ROOF 9401E RED ROOF �>IAFaE5 TRUSSES•24" 0 C. a 2K O C. CARMORO WSULATION RWIC MSUTATTON BATTLE APPROWO KARI W CLIP 0 EAC"TRUSS KOMM CLIP 0 EAICN TRUSS ."---- ALUM. EAI£ORS LUM. CAVE ORP I"xr P.T. YXr P.T. 2'X6' P.T. FASCIA X6.P.T. FASM T/r c£11 Nc BDAeD VENT t/r c£ILI+G aOAROVENT rx4' rxC' yis' X FREEZE x FREEZE (TYYEX OR R ER) (CfvEK��tlR 8 ) 1/2" sheetrock _---VERTICL OF "ORZ, SOK- use no staples S/S"Fire Code VERTCL OR NORZ. fXAvG- use no staples Drywall OVEA Drywall _ $6" fire code moisture resistant drywall 1/2"anchor bolts.imbedded 1/2" X8" bolts t nuts with 2"washers 1/2"anchor bolts.imbedded 1/2" X8" bolts i nuts with 2"we in 6"concrete or 8" Von center - exterior walls in 6"concrete or 8" 4'on center - exterior walls masonry units (red heads) rxK SOLE PLATE SET masonry units (red heads) rxK SOLE PLATE SET 4' on center in all ante- O1 CO%'v DEAD Of SMANT A' on center in all inte- IN COM'T SDAO OF SEALANT rior bearing walls "y OFL rior bearing walls ft r*P$PED CX%A G MIN, (114,190. CAADC., 6" MON. It WN. it MON. 16'xe COnC FTG 1618 CW FTG eA4S w/2-14 r%W BARS WALL SECTION. WALL SECTION. ' IN. 1'-O 114". l'-O Finish Floo x61SLAB wW/ Finish Fioo _ 6x8 tW SLAB W/ rade 8" coin WxM finish grade 8" min finish grade 6 IAL POLY VAPOR 6 MOL POLY VAPOR 12' min o BARRIER OVER CLEAN 12" min o BARRIER OYER CLEAN i COMiP'ACT TERMITE _. ' 12 COMPACT TERMITE 2-#4 Reinf.Sars TRFATEO FILL 2-#4 Reinf.ears TREATEO FXL MONOLITHIC FOOTER MONOLITHIC FOOTER 1 - HOUR FIRE RATED WALL ON ZERO SIDE { b o t JH lcA(37L0)s{•7 6PEG(IMO P � 37=0)r(-9 J Sn6 7x re�(37• 4.13 3F�G ry AXI'r ARG 31=A(37'•0'}&PEG Qct"o'G c q f 37`-b) o &IfG r c tQ � N p% rlY C� Cr� f j(201tl;�U$ �Q 417'"a A 0 fEd 2!'f�'}cMHaI� y j, IE�}t"' Mcr1041RD m� �t,� Z- tE 2!s ' - bEhM 1. Dohaut not w if a lor ap°rii ufter $ons fE ( 1 HG-7 r/s a HANGEW from True Truss p 2 Trusses will be buil{in b 2 X 6-8 Strict accords,-ce witA this f aA td'a" GABT0'} IRO• Txr o 2 �� layout tI> 2 X 18 Apptoved By: ... _....... �, _� _. date' �. _ :,- aiaas ,� JOB NAME 37DCP o° � ,.Tr. RUE TRUSS 641-0766 .-5 iMFORTAHT'l PTE I8 ILt D 1 ON RECEPTION OF LATOUT 4 TRUSSES, ALL FRAKERS ARE ADVISEOTO CALL TRUE TRUSS FOR 3 7LDY FURTHER INSTRUCTIONS BEFORE SETTING OF TRUSSES. ia! 08-05-1993 S = Z E ANALYS Z S Page 1 of 1 11:17:46 TRUS JOIST MacMILLAN (NASI siz-S1001) KARK H. ROSE (SOIOD) Project Name: CENTEX HOMES - PLAN 13706 A 4 B Page Title: GARAGE DOOR HEADER ---------- TJSizingT" v3.40 ---- Building Code HER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load_ Stress Dead Load Width , Starting Point to End Add/Repl 1 UNIF(plf) 350 1331 220 101- 0.00' 61- 6.00' from Lt Repl 1 UNIF(plf) 240 1338 150 61- 6.00' 01- 0.00' from Lt Repl 3 CONC(lb) 960 1331 610 6'- 6.00' from Lt Add 16" TJI"R'/96 16'- 6.00' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJK). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJN 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 1 under 133% stress TOTAL Load Moment(ft-lb) 22731 22731 < 16215 115% KID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.559 < 0.825 L/354 MID Span 1 under Live Load criteria Total Defl.(in) 0.910 < 1.100 L/218 KID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4714 5091 Live(lb) 2895 3125 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 52 Copyright (°' 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R' is a registered trademark of Trus Joist MacMillan. TJSizingT" 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 2114-23. DRAWING NUMBER DATE 14877 1of24 Rev.1 3-25-93 14877 2024 Rev.1 3-25-93 14877 3of24 Rev.1 3-25-93 14877 4of24 Rev.1 3-25-93 14877 5024 Rev.1 3-25-93 14877 6of24 Rev.1 3-25-93 14877 7of24 Rev.1 3-25-93 14877 8024 Rev.1 3-25-93 14877 9of24 Rev.1 3-25-93 14877 10of24 Rev.1 3-25-93 14877 11of24 Rev.1 3-25-93 14877 12of24 Rev.1 3-25-93 14877 13of24 Rev.1 3-25-93 14877 14of24 Rev.1 3-25-93 14877 15of24 Rev.1 3-25-93 S,,a,tttatatitltl»l�n,,�l' 14877 16024 Rev.1 3-25-93ti� 14877 17of24 Rev.1 3-25-93 14877 18of24 Rev.1 3-25-93 •�;iC7l�/.� 14877 19of24 Rev.1 3-25-93cc } ^L' 14877 20024 Rev.1 3-25-93 1� ' J 14877 21of24 Rev.1 3-25-93E �riQ6 1 ` : 14877 22of24 Rev.1 3-25-93 14877 23024 Rev.1 3-25-93 14877 24024 Rev.1 3-25-93 0 LUMBER SHALL BE OF THE SPECIFIED MIPIMUM GRADES, 51 COf1UECTOR PLATES SHALL BE IIISTALLED SYMIETPICALLY 014 10) ALL IEUSIDH CHORD MEMBERS ASSUMED TO BE COI1TIt1UOJSL( 131 IIIDICAIES LATERAL BRACII4G MEMBER (114 NIll.) SPECIES. AILD 192 MA/IIIJM MOISTURE COPTENT. OR SUCH THAT THE JOINT. BRACED BV EITHER 3/8" IMIN) PLINOOD SHEATH111G. 1/2' 14! IPS7ALLAT I OV AIx:EPECTIGfI OF THE TRUSS. PERMAtE11T, AIIG IS GF HIGHER ALLOWABLE STPESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR (M 110 OPYWALL DP BRACING MEMBERS SPACED 10' D.c. (MAIM. IEIMGRAF-BRACIIIG SHOJLD BE OCIPE IH ACCGPCAIICE NITH FOR DESIGN ARE BASED OV THE LATEST EDITION OF THE IIA- DIPECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BPACIUG AI1D ERECTIOM PUBLICATIONS. TI DU AL DESIGN STANDARDS PUBLISHED B-+ THE HATIONAL 7i `I-2600 APPROVAL NVMBERS: VBC 2342, FHA TCB 2014. SBCC 11) ALL COMPPE551 ON CHORD ME148EP5 ASSUMED TO BE COVTIIIUO'JSL Yf 5) THIS DESIGF4 COIF OHM$TO CURRENT IPI OE SIGN SPECIF[CA- FOMESI PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B" MINA PLYWOOD SHEATHING. 1/2' TIONS FOP METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED OH CLARY CGIIIIECTOR PLATES ONLY, 8) THIS TRUSS HAS BE Ell DESIG14ED FOP THE LOADING SHOWN (MITI.) OR/WALL OR BPACIIIG MEMBERS SPACED AT 16' o.c. OUALIT( SIAIIOARDS FOR TRUSSES. 3! CONVECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY. ON THI5 DRAWING. IIISTALLATIGII AIIG USE SHALL COLIFORM (MAX), UNLESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) COURECTOP PLATE 5IZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THI5 DESION. 12) ® INDICATES BEAR II43 LOCATION. 17) SPECIAL HANDLIIIG CAPE SHOULD BE TAKEN DURING SHIPPING A14D BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECOMMENOATIOUS CAI I OU tIE D R CT O14 GF THE PLATE LENGTH, G NT C 0 0 TG AND CONF GUR ON -CONFIGURATION AND LDADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT 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 d 6 5x7 m N m f2 6 ^ 6 p y+ \\ \ Sx3 \ 1839* 2x +y \ I m 1839# [3.51 72% I (3.51 53% 3x4 I o a I 9x11 3x4 Sxm 3x8 )4v 3x4 3x9 Ix 20 PLF 902 0 2.85 12 2-1-8 4-6-0 5-4-9 5-2-13 5-4-9 6-SS-0 7-5-8 #20s #2 r2 r2 i2 02 r2 B 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 UILDING TYPE' ENCLOSED RESIDENTIAL 37-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 9 ya'�'AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 3 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 28.8" from the left end of bottom panel !3. Maximum PPLive Load Deflection of .379" (6/16), Index-.31, (L/1162) �1> pFV 5/Q3 f1A Maximum PPTotal Load Deflection of .594" (10/16), Index-.324, (L/742) / NJ G---1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0" SPECS T-8 ALPINE ENGINEERED PRODUCTS Inc V-0002-0-0 LL TC 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S, GSW PKWY. g0 BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 �? GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 r1 DS SP I OF 7 LAYOUT ID: (214) 660-3940 PLATE AREA: K INC. FOR STL LL BC 0 WEBS - --- 728 OLBC 10 2X4 03 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 .r f! U14BER SHALL BE OF THE SPECIFIED MINIMUM GR4OES. 5! COIRIECTOR PLATES SHALL BE IHSTALLEO SYMIETRICALLY DII 10) ALL TEIISIDII CHORO MEMBERS ASSUMED TO BE COIITIfAxP1SL', 131 111DICATES LATERAL 8RAC1N4G MEMBER 1114 MII1.) SPECIES. ANx1 19Y MA),IMIM MOISTLI14E C011TEN0, OR SUCH THAT THE J'0I14T. 64ACED 8, EITHER 3.'B' 04I11) PL.WD•30 SHEATHI113, 1%2' 141 IIISTALLATIC1 AIG EPECTICII OF THE TRUSS. PERMANJEIIT, MID IS OF HIGHER ALLOWABLE STRESS VALUES. ALL 4A1_UES USED Be TOP CMCPO SPLICES ARE HOT RECOMIEHDEO TO OCC-'RNIH! DPYWALL OR BRACING MEHBERS SPACED 10' (N.C. (MAM:). TEHPCRARN BRACING SHGJLE)BE 0011E IM ACCGROAIICE WITH FOR DESIGN ARE BASEL' OI THE LATEST EDITION OF THE HA- DIRECTLY'ABOVE A BOTTOM CHORD SPLICE. LRILESS NOTED OTHERWISE. CURREIIT TPI BRACING AND ERECTIGIJ PUBLICATICHS, TIOIIAL CESIGN STAHC'ARDS PUBLISHED BY THE NATIONAL 7i V-2,100 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC I1) ALL COHPRESSION CHORD MEMBERS ASSLY/ED TO BE C04TIfA.'OUS015i THIS GESIGII CD1fIXU5 TD CURRENT TPI DESIGII SPECIFICA- FOREST PRODUCTS ASSOCIATION. :251. BOCA FILE 86-125 BRACED B'f EITHER 3.'e' !Mlfl.) PLYWOOD SHEATHDIG. 1.'2' TIC41S FOR METAL PLATE COINJECTED WOOD TRUSSES A140 21 THIS DESIGN IS BASED 014 CLAR'( COIAIEMP PLATES OILY. B) THIS TRUSS HAS BEEII DESIGNEO FOR THE LOADIIIG SHOM1 (MI11.) DRYWALL OR BRACNIG MEMBERS SPACED AT 16' O.C. OUALIT'( STANDARDS FOR TRUSSES. 3! CONt1ECTOa PLATES SIZES AIE BASED OI AXIAL FORCES ONLY. 011 THIS DRAWI11G. IIISTALLATIC1 Aix-USE SHALL CONFORM #MAX), UNLESS NOTED OTHERWISE. 1B! 110 MEMBER OF THE TRUSS MAY BE CUT OR 14001FIED IN ANN WAY. 4! CO ECTOR PLATE SIZES AAE CALLED CUT MIOTH iACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARI110 LOCATICII. 17) SPECIAL HRIDLIINO CARE SHOULD BE TAkEH OLg1N0 SHIpPilxl u1D BY LENGTH (ALONG SLOTS) M40 THE ORIENTATION OF THE 9) THIS DESIGN/ IS APPLICABLE TO SHORTER SPA11 TRUSSES OF EPECTIOU OF TRUSSES. SEE HIB-91 FOR PECOIMENNOATIOIS. G• -CONFIGURATION AFD LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE PREVENTION OF PCNIDDNG MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR'I. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .544' 2-11-11 3-0-0 RUN 1-6-5 4-10-9 4-8-13 4-10-9 7-8 4-7-5 4-7-5 5-1-13 RUN 1-5-14 1-5-14 Max Height 9-10-3 00 74 PLF X a s N x 3,112 5 1 -5, l l 2 3x1L S+y N 12 N.x Iz K � + s><1 W \ 1838# 2x3 +5 1838# (3.5172% 3AL Ir o 3x4 I o (3.5153% 11f a31112 3x4 3x4 3x4 b�IZ. 3XIZ 3x8 3x12 20 PLF e 2.85 12 3-0-0 4-6-0 4-10-9 4-8-13 4-10-9 7-8 6-11-0 7-5-8 02D5 #2 #2 42 #2 e2 e2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 37-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 174d AT EACH SUPPORI 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 .787' (13/16), Index-.429, (L/560) > AEU (7 3, RECOMMENDED CAMBER: .43' WA n W f N''n I I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37"0' H-19 T-7 OWG. # ALPINE ENGINEERED PRODUCTS Inc V_-000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - /N877 1801 S. GSM PKWY. BC LUMBER PROJECT. CENTEX 3706 A 6 8 DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 #1 DS SP %OF�t_/ 1214) 660-3940 L N L LAYOUT TO: LL SC 0 WEBS (( 768 3333 OL SC 10 2X4 03 SP ADDRESS: SCALE: . MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I? LUBBER SHALL BE OF THE SPECIFIED IIIIIIMUM GRADES. 5) CONHEDTOR PLATES SHALL BE HISTALLED S-IMMETPICALL'Y 011 IOj ALL TEH5IOt1 CHORD MEMBERS ASSUMED TO BE C011TINU0'JSLI 13) IUOICAiES LATERAL OR AC IIIG MEMBER 11/4 M31I.j SPECIES, ANO 19%14A/IM'JM 1401STUPE CGHTENT, OR SUCH THAT THE JOII4T BRACED B+EI7HEA 3/B" IMI O PLYW000 SHEATHPIG, i/2• f4! INSTRLLAi1G11 PIIG EFEDT(GIl GF THE TFUSS. PEFMAHEIIT, MIG IS OF HIGHER ALLOWABLE ST PE SS VALUES. ALL VALUES USED 6j TOP CHCAG SPLICES ARE 1107 PECGMIIEIIGEG TO OCCUR IN 111, DP'/X ALL OR 6P FC IMG MEMBERS SPACED fU' o c 114AI;. IENPGRFPY BRACING SNCJJLG 8E 0011E 111 FL'COPGAIiCE XlTr1 FOR OESIGr1 ARE BASED DN TnE LATEST EDITION OF TIE HA- GIPECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPREIN IPI BRACING AI10 EPECTIGH PUBLICATIONS. TIOr1AL GESIGH STANDARDS PUBLISHED BY THE 14ATID14AL 7) V-2000 APPROVAL teA4BERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSI OMI CHCRO MEMBERS ASSUMED TO BE CGIITItMJOUSLA51 THIS GESIGN COIIFORMS TO CURRENT TPI OESi GII SPE CIFICA- FOREST PRODUCTS AS S�CIAT1011. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/B" (MIN.) PL YWGCO SHEATHING. 1/2' TIGIIS FGR 14ETAL PLATE CONNECTED WOOD TRUSSES A11D 2) TMS DESIGFI 15 BASED ON CLARY CGIIHECTOR PLATES ONLY, 81 THIS TRUSS HAS SEEM DESIGNED FOR THE LOAOIHG SHOWN IMI N.) OR'YWALL OR BRACIIIG MEMBERS SPACED AT 16' 0 C. DUALITY STAHOARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OH THIS DPAWIHG. INSTALLATIOH AND USE SHALL C014FORM (MA/). UILE55 VOTED OTHERWISE. 16! 110 MEMBER OF THE TRUSS NAY BE CUT GR MODIFIED III ArIY WAY. 4) Cat" 1ECT OR PLATE SIZES ARE CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® IIIDICATES BEAa1110 LOCATION. 17) SPECIAL HANDLIHO CARE SHOULD BE TAKEN DURING SHIPPIN3 MID BY LENGTH (ALONG SLGTSI ANG THE OPIEHTATIGH OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES. SEE HIB-91 FOP RECOMMENDATIONS SIZE CAII OUT is TmL DIRECT19N OF THE PLATE 4GTn IQENTICAL LOOING AND C041FIGURATION, -CONFIGURATIOfI AND LOAGIfIG SPECIFIED BY FABRICATOR -REPETITIVE 14EM8ER STRESSES NOT USED. ADDITIONAL PLATING FOR HANDLING TRUSSES IS PE5PONSIBILIIY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVEIITIDN OF POIIDING MUST BE MADE ANO IS NOT THE RESPOIISIBIL17Y OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL IAOVE14ENT 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 a-10-3 - 74 PLF 12 Q 6 x N \\ ;V!4 3*a(a 1839# v Io 1839# (3.5)72% m3x4 0 (3.5)53% m I x8 -�%723x4 3x8 I N m 3x12 a 2.85 CU 20 PLF 12 1-4-8 4-6-0 6-3-0 6-3-0 5-7-8 6-0-0 7-0-0 i2 i2 #2 02 02 i2 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 37-0-0 ) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEE1: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCAIION: (Se) area $ UPLIFT CONNECTION REQUIRED: 9�f2 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: 2 THIS TRUSS ANALYZED WITH PPSA D I`E� 3 `,3 Maximum deflection occurred 40.63' from the left end of bottom panel 02. Maximum PPLive Load Deflection of .406" (6/16), Index-.332, (L/1085) H11 Maximum PPTotal Load Deflection of .636" (10/16), Index-.347, (L/693) "D C-1- ' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSA) TC LUMBER TRUSS: 37'0" H-17 T-6 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - U 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 y� GRAND PRAIRIE• Tx 75051 7•0 DL TC 7 2X6 #1 DS SP LAYOUT I0: 1214) 660-3940 PLATE AREA: INC FOR STL LL BC 0 WEBS 618 GL BC 10 2X4 N3 SP ADDRESS: SCALE: 1/8 MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL q7 � � EXCEPT AS MAY BE NOTED 1! LUNGER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5! CGIRIECTOR PLATES SHALL BE INSTALLED SfMMETRICALL'f O11 10! ALL TE14SID14 CHORD MEMBERS ASSUMED TO BE CONTIHUO'JSLf 131 /" INDICATES LATERAL BRACING MEMBER (1X4 14114.) SPECIES. ANO 19x 14AXI M'JM MOISTURE CONTENT. OR SUCH THAI THE JOINT. BRACED BY EITHER 3/8" (MIN! PLfW00D SHEATHING. 112' 14! If4STALLATIGN AIT.EPECTIO"OF THE TRUSS, PERMANE111• At4D IS OF HIGHER FLLOWABLE STRESS'f ALUES. ALL'dALUES USED 51 TOP CHCPG SPLICES ARE NOT RECOMMENDED TO OCCUR (MIt4) ORYMALL OR BRACING HE NBERS SP CED 10' 0 c. IMAX;. IEMPGRARf BRACING SHOJLD BE DONE IH ACCGRDAf4CE WITH FOR DESIGN ARE BASED 011 THE LATEST EDITION OF THE NA- OIRECTL'f ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AT40 ERECTION PUBLICATIONS. T I OVAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. "A TCB 2014. SBCC 111 ALL COMPRESS I C44 CnORO MEMBERS ASSUMED TO BE CONT M4'JOUSLI151 THIS GESIGN CONFORMS TO CURREHI TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 66-125 BRACED BY EITHER 3/8" !MIN.) PL+WOOD SHEATHING, 1/2' T10145 FOR METAL PLATE CC4414ECTED WOOD TRUSSES AND 21 THIS DESIGt1 15 BASED 011 CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNEO FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0 C. OUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZE5 ARE BASED 014 AXIAL FORCES ONLY. 014 THIS DRAW I TIG. INSTALLATION At 10 USE SHALL CONFORM (MAX!, UNLESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAY BE CUT OR 14001FIED IN ANf WAY. 4) COHNEC TOP PLA IE SIZES ARE CALLED O'JT WIDTH IA CROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATIO14. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND 8'f LE14GTH (ALONG SLOTS) AIID THE ORIENTATION OF THE 9J TnIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ESECTIC14 OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS C O'JT TI1 D C GN P T NGTH G tlT C L-IDI TIG 4D COfIF GV GN -CCIIFIGURATI011 AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIOI'!FOR THE PREVENTION OF PONDING MUST BE 14AOE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED MORIZO14TAL 14OVE14EIlT UNDER TOTAL LOAD - .314' 2-5-8 RUN 4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 5-4-8 5-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 7-10-3 12 D 6 1 3x4 N \ 12 � 6 (7 1 0 0 \ �• 4 i 9+ 4 — — W�� in 1839* I` 0 1839* (3.5153% 3x4 0 ml 7 x1 1 3x4 04 6Y1L 3x7 IL [3. 5153% v 3x4 3x11 x N 3x12 -�2.85 20 PLF 12 2-5-8 4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 11-0-0 rzos r2 rz rz r2 rzos D 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 SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: qua o AT EACH SUPPOR" LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 26.25' from the left end of bottom panel N3. �E U 3 -� Maximum PPLive Load Deflection of .378` (6/16), Index-.309, (L/1155) /ffa Maximum PPTotal Load Deflection of .593" (9/16), Index-.323, (L/743) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-15 T-5 /�/ ALPINE ENGINEERED PRODUCTS Inc V,2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 N1 Ds SP f OF'2 - -- LAYOUT ID: `-� 1214) 660-3940 PLATE ARFA: INC. FOR STL LL BC 0 WEBS _ 590 DL BC 10 2X4 N3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 478 1/ EXCEPT AS MAY BE NOTED � _ _I 1! LO4BEA SHALL BE OF THE SPECIFIED MIIIINJM GRADES. 5) COHIIECTOR PLATES SHALL BE IIISTALLED SYUMEIRICALL't 014 10) ALL TEIISI011 CHORD MEMBERS A55JMLD TO BE COIIIIHUOUSL/ 13) IIIDICATES LATERAL BPACItG ME1481P 11X4 MITI.) SPECIES. At Y1 19%MAXIMUM MOISTURE COUTEI4T, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" (MI11! PLtWOOD SNEATHIIIG, 1/2' 14! INSTALLAl1Ol4 AND EPECTIOU OF THE TRUSS, PERMANE11T, AIIG IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6j TOP CHORD SPLICES APE HOT PECOMMEHDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. TMAI), TEmPGRARY BRACIND SHGJLO BE DONE IN ACCORDANCE W1Tn FOR DESIGI4 APE BASED ON THE LATEST EDITION OF TnE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT IPI BRACING A140 ERECTIGt4 P•JBLICATIC445. T I014AL LESIGN STANDARDS PUBLISHED BY THE NATIONAL 7N V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CONTINUOUSLYI5) TnIS DESIGN C014FORMS TO CURREIIT TPI DESIGN SPECIFICA- FOPEST PRODUCTS ASSOCIATIO14. 7251, BOCA FILE 06-125 BRACED BY EITHER 3/e" (MIN.) PLYWOOD SHEATHING. 1/2' TIC44S FOR METAL PLATE COxIECTEO WOOD TRUSSES A14D 2) TN 15 DESIGN!IS BASED ON CLARY COINIECTDR PLATES ONLY, B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIM,) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0.c. DUALIIt STANDARDS FGR TRUSSES. 3! COtx1ECTOP PLATES SIZES APE BASED Oto AXIAL FORCES OHL'/. O14 THIS DRAWING. INSTALLATIOH AIID USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) 140 ME1413ER OF THE TRUSS WAY BE CUT OR MODIFIED III AN'I WAt. 41 COLIECTGR PLATE SIZES ARE CALLED OUT WIDTH iACPOSS SLOTS) WITH THIS OESIGN. 12) ® 1140ICATES BEAPI143 LOCATION. 17) SPECIAL HANDLI143 CARE SHOULD BE TAKEN DURING SHIPPING AUD BY 1E14GTn IAL ONG SLOTS! AHD THE OP IEt1TAil OT OF THE 9j TN'S DESIGN IS APPLICABLE TO SHORTER SPA14 TRUSSES OF ERECTION OF TRUSSES SEE nI8-91 FOP REC014MENDATIOI4S C T", O C i t4G G NT C O G COI Gil 1 -0011f[GURATILII Al1D LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES I'IOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE PREVENTION OF PONDING MUST BE 14ADE ANO IS NOT THE RESPGNSIBILIT'I OF THE TRUSS FABRICATOR OR CLARY. RUN 6-7-8 6-4-8 4-8-0 4-11-8 5-4-8 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 6-10-3 12 d 6 5fy � f27 x 3x4 N 6 ! SrS D \ A '/X 14n / 18390 Q ' (3.5172% 3x4 3x7 N 1839# Q ll 3x11 [3.5)72% m 3x7 ru 5x6 (x CU 20 PLF 6-7-8 6-4-8 4-8-0 4-11-8 5-4-8 9-0-0 1-4-0 1-4-0 .. 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1990 WINO SPEEi: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ��a� AT EACH SUPPORT LOCATION. NET WIND P9FSSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 1) AND ii ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 37.19' from the left end of bottom panel 04. �{ U 3/L)s/q 3 Maximum PPLive Load Deflection of .296' (5/16), Index-.242, (L/148B) PA PPTotal Load Deflection of .464" (7/15), Index-.253, (L/949) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0" H-13 T-4 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. 70 BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 DL TC 7 50F /� J GRAND PRAIRIE, TX 75051 . 2X4 #2 N SP (214) 660-3940 PLATE AREA: INC. FOR I_ ST - LL BC 0 WEBS LAYOUT TD: 402 DL BC 10 2X4 413 SP ADDRESS: -�- 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1! LUMBER SHALL BE OF THE SPECIFIED MI14IMJ14 WADES, 5) C01111ECTOR PLATES SHALL BE IMSTALLEO SIMRETRICALLY 014 10) ALL TE1151011 CHORD MEMBERS ASSUMED TO BE LDHTIH=)SL( /3) IHOICAlE5 LATERAL BRACHIG MEMBER 1114 Mlti.) SPECIES. AHD 19%14A/114U14 MOISIURE CDHTENT, OR SUCH THAT THE JOINT, BRACED BY EITHER 3/B" IMIIII PL/WOOD SHEATHPIG, 1/2- 14) IIISTALLATIGII A11G EAECTIC44 OF THE TRUSS. PERMAHENT, AtiC IS Gf n1 GnEP ALLOWABLE SipE55 VALUES. ALL /ALl1E5 USED 6; TGP CMCAD SPLICES PpE NOT PECGI414E HOED TO OCCUR (MIN) DRYWALL GP BP ACItIG I4E I4BEN5 SPACED 1G' 0.[. (MA/;, 1E14PGRAP'I BRACT IIO SHUJLG BE UO11E IN FCCGPGAHCE WITH FOP DESIGN APE BASED OH THE LATEST EOITIOM OF THE IIA- DIRECTLY ABOVE A BOTT GN CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRAC_114G AIID EHE Or PUBLICATIGIIS. T IONAL GESIGH STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FNA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIHUDUSL/15J THIS DESIGN CONFORMS TO CURRENT IPI DESISI4 SPEC IFICA- FOREST PRODUCTS ASSJCIATIOH. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" !MITI.) PLYWOOD SHEATHING. 1/2' T,C445 FOR METAL PLATE CGN4t4ECTE0 NOGG TRUSSES AMD 2) THIS DES1G34 15 BASED DM CLARY CGtM�CTOR PLATES GIIL v. 81 THIS TRUSS HAS BEEN DESIGHE0 FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACIHG MEMBERS SPACED AT 16' o.C. QUALITY STAHOARDS FGR TRUSSES. 3O CDIJIIECTOR PLATES SIZE5 ARE BP SEG ON AY: FORCES ONLi. 014 THIS DRAW1116. IIISTALLATIOII AI x)USE SHALL CC44FOA14 (NA)O, LY4LES5 VOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAY BE CUT W MODIFIED 111 At4Y NAY. 4) C01u1EC T GR PLA IE SIZES ARE CALLED OUT WIG TH 4ACRGSS SLOTS) WITH THIS OESIG3J. 12) as 11101CATES BEARTIIG LOCATIGH. 17J SPECIAL HAIJDLIIIG CARE SHOULD BE TAKEN DUPING SHIPPI116 AIID BY LENGTH (ALONG SLOTS: AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGI4 OF TRUSSES. SEE HIB-91 FOR RECOMMEHUATIOMS CALL OUT IS ItIE DIRECTION F THE PLATE 4GTM. IDEJJTICAL LOADING AtAC CONFIGURATION. -CONFIGURATION AND LOAODJG SPECIFIED Be FABRICATOR -REPETITIVE I4EMBER STRESSES [JOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIOIT FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-B-12 RUN 5-7-8 5-4-B 3-10-8 4-0-4 3-8-4 3-8-4 7-0-0 RUN 1-5-14 1-5-14 74 PLF Max Height 5-10-3 12 Q fi �y m sX 12 5 X S 6 3x4 3x6 ru 3x4 \ 1839# v o Jn I (3.51 72% 3x4 3x7 a 1839 v 5x6 3x4 4x11 (3.5172% M 3x7 x CU 20 PLF 3-8-12 11-0-0 3-10-8 4-0-4 7-4-6 7-0-0 1-4-0 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: INP AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND it ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA ID U 3/;2 Maximum deflection occurred 25.81' from the left end of bottom panel 05. / Maximum PPLive Load Deflection of .38' (5/16), Index-.311, (L/1159) Maximum PPTotal Load Deflection of .596' (10/16), Index-.325, (L/739) W ) nll� CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0' H-11 T-3 f� ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1Bo1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 _ 7_'0 OL TC 7 / yL (2141 660-3940 PLATE Ani INC FOA STL LL BC 0 WEBS 2X4 ak2 N SP LAYOUT IO: OF /1 464 OL BC 10 2X4 N3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 +f! LUI$ER SHALL BE OF THE SPECIFIED wIf1I M'JM GRADES. 5! CONNECTOR PLATES SMALL BE INSTALLED S'/NLIEiRICpLI+ d+ 10) ALL TENSION CHORD MEMBERS ASSIUMEG TO BE CONTIIIUOJSL/ 13! /' IIIDICAIES LATERAL BRAC1t A3 MEMBER (1X4 Mill.) SPECIES, AND 1B%NAX[IA'JM MO COIlTEN 1, OR S'JCH THAT THE JOIMN, BRACED BY EITHER 3/8" (141111 PL+WOOD SHEAIHING, 1X2' 14! INSTALLATION Mir ERECTIG11 OF THE TRUSS. PEFMANEIIT, A110 IS Gf HIGHER ALLOWABLE STRESS 55 VALUE S, ALL VALUES USED fi: (GP CMCAG SPL I[ES APE NOT PE COWI4EHDEO TO GCCUP IM Illi DP'/WALL OR BRACING 14EMBEPS SPACED 1G' 0 c. IMPXI. TEI4PFAPP/dPAC IIID SHOULD BE DONE 1N ACCORDANCE NlTn FOR DESIGN APE BASED UI THE LATEST EDITION OF THE Hp- OIPECTL'/ABOVE A BOTTOM CnOPO SPLICE. UNLESS NOTED OTHERWISE. CURPEIrt TPI BRACING AID ERECTION P'JdL ICpTIG145. TIOIIAL GE SIGN STANDARDS PUB fav THE tIAT1IXIpL 71 Y-2GOC APPRO'!AL rrJMeEPS: UBC 2342, FMA TC8 2014, SBCC 1f1 All COMPRESSION CHGRD MEMBERS ASSUMED TO BE CGNTINVOVSL'r15) Tn15 GE CONFORMS TO CUPREIIT TPI DESIGN SPECIFICA- FOREST PRODUCTS pS SJCIATIIXM. 7251. SOCA FILE B6-f 25 BRACED BY EITHER 3/8" IMIN.! PL-+WOOD SHEATHING.. 1/2' TIONS FGR METAL PLATE CONNECTED MOOD TRUSSES AND 2) TNI$DESIC44 IS BASED ON CLAP(CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIH.) DRYWALL OR BRACING MEMBERS SPACED AT 16G.C. GUALIT'/ 51 ANOARDS FGR TRUSSES. 3) CON, TOP PLATES SIZES RRE BASED ON AXIAL FORCES ONL'(. 011 THIS DRAW IIID. INSTALLATION AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 16) NO 14EI46ER OF THE TRUSS MAY BE CUT OR MODIFIED IMI ANY NAY. 4? CD Jr:ECTGR PLP TE SIZES ARE CAIIEG OUT WIDTH IpDRD$5 SLOTS! WITH THIS DESICi+. f2) ® INDICATES BE AR It1G LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPI113 AILD B'+LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE S) THIS DESIGN IS APPLICABLE TO __TEP SPAT/ TRUSSES OF ERECTION OF TRUSSES SEE HIB-9f FOR RECOMMENDATIONS C• JT TH G R CT ! THE P NGT G NT C 0 0 - AND CONN GUR T -CGIIFIGURATIOq AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14E14BER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PGNOING MUST BE MADE AND IS 140T THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-6-4 RUN 4-7-8 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 / Q 6 1f 6 E:- 3x4 5x5 N 3x4 mo 6 I fn \ \ 1839114 (3.5172% I �2 7 1 3x4 3x8 o } C 1839* Q 3x4 5x6 5x11 m (3.5172% 3x7 Ni 20 PLF 9-0-0 5-2-1 6-3-13 4-5-9 7-0-B 5-0-0 art /2 r2 42 #2 1-4-0 1-4-0 37-0-0 I> 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 REQUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND if ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.19" from the left end of bottom panel 04. D nE L) Maximum PPLive Load Deflection of .472" (8/15), Index-.386, (L/933) A Maximum PPTotal Load Deflection of .74" (12/16), Index-.403, (L/595) (I " RECOMMENDED CAMBER: .4" W) ^» U CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 370" H-9 T-2 / ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 ^� GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 N2 DS SP OF 12141 660-3940 PLATE-AREA INC. FOR STL LL BC 0 WEBS LAYOUT ID: 514OL BC 10 2X4 83 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/8 EXCEPT AS MAY BE NOTED k1! LUMBER SHALL BE OF THE SPECIFIED 141111MJM CAADES. 5! COHIIEJTUR PLATES SHALL BE IIISTALLED SIMIrEfRICALLI 011 101 ALL TEVSIDII CHORD MEMBERS ASS'JMEG TO BE C0HfIHUO'JSLI 13) f� HIOICAIES LATERAL BWACIIMJ MEMBER (114 NIII.) SPECIES. AID 192 MA/I11'JN NOI ST URE COIITENT. 0R SUCH THAT THE JOINT. BRACED B+EITHER 3/B" (NII I) PLIW000 SHEA1H1143. 1/2' 141 IIISIALLATIGII AID ERECTIGH OF THE (FUSS. PERT4AHEVT. AIID IS GF HIGHER ALLOWABLE STRESS VALUES, ALL 7ALUES USED fi: 7GP CHORD SPLICES ARE NOT RECOMMENDED TO OCC'JP IM IIII DR'IWALL OR BRACING MEMBERS SPACED 1G' 0 c. (MAI:. TE14PG,ARr BRACING SHC'.A.C.BE DONE III ACCGHGMICE WITH FOR OE 51311 APE BASED 011 THE LATEST EOITI JII GF THE IIA- DIPECTL'I ABOVE A BOTTOM CHORD SPLICE. UI(LESS NOTED OTHERWISE. CURPEIII TPI BRACING AIG E14ECTIO14 P:NILICATIGITS. TIONAL DESIGN STANDARDS PUBLISHED e'r THE VF It HAL 7) V-2000 APPROVAL 14UMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO bE CGHIIIrJOUSL05i THIS DESIGII CUIIFDRMS TG CURRE NI IPI DESISII SPECIFICA- FOREST PRUGUCIS ASSOCIATION. 7251, BDCA FILE B6-125 BRACED BV EITHER 3/8' +MIH.) PLrWOOD SHEATHIIIG. 1/2' 1101+5 FOR METAL PLATE CGIWIEC7ED WOOD TRUSSES AID 21 THIS DESIGII IS BASED 011 CLARY COON CTOR PLATES OHL'+. el THIS TRUSS HAS BEER DESIGRED FOR THE LOADING SHOW11 (MITI.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' o C. DUALITY STANDARDS FOR TRUSSES. 31 CONVECTOR PLATES SIZES ARE BASED OIT AXIAL FORCES OIL'r. 011 THIS DRAWIID. 114STALLATICII AIID USE SHALL C'C44FOR14 (MAY), UNLESS HOT EO OTHERWISE. 16) ID MEMBER OF THE TRUSS MAI BE CUT OR 14GDIFIED III AITY HAI. 4! -GOT EC TOR PLA IE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS! WI UI THIS DESIO14 12) ® 11101CATES BEARII13 LOCATIGII. 17) SPECIAL HAUOLIIIG CARE SHDULD BE TAKEII DURING SHIPPING A110 BI LENGTH (ALONG SLOTS) ARE THE DRIEUTATIOII OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAR TRUSSES OF ERECIIOR OF TRUSSES SEE HIB-91 FOR RECOMMEUDATICUS C (?JT 15 THE DIRECTIQ4 OF THE PLATEGT G HT CAL LOADING ARD CON GUR T -CDIIFIGURATIDFT AND LOADIIIG SPECIFIED BY FABRICATOR -AODITIGNAL PLATING FOR HAIIOLING TRUSSES IS RESPDNSIBILIT'I OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWNI. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE MID IS NOT THE RESPONSIBILITY GF THE TRUSS FABRICATOR OR CLARY. RUN3-9-8 3-2-8 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 3-0-0 RUN 74 167 PLF 1-5-14 2x4 2x4 2x4 1-5-14 7- -0 Max Height 3-10-3 12 1291 Q 6 12 6 4x4 FIT 9x11 x Tu 4x4 N 5x1 \ 2x3 * 1 o N Im \ \ 4195# 32 v o \ (3.5140% 5x9 3x6 I o m ml 2 x I 1 4x4 4x8 In "1 3804# 3x6 Bxs 5x7 N (3.5136% 3-0-0 20 45 PLF 7-0-0 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 1-4-0 1-4-0 7-8-0 37-0-0 5291 D BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI i991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 132v 4 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA �fA 3 members Required Maximum deflection occurred at bottom joint i6. FASTEN EACH PLY TOGETHER WITH: Maximum PPLive Load Deflection of .539' (9/16), Index-.441, (L/817) W I N TOP 16d Nails 12'0.C. Maximum PPTotal Load Deflection of .845" (14/16), Index=.46, (L/521) BOT 160 Nails 12'O.C. WEB 16d Nails . RECOMMENDED CAMBER: ,46" 11) I\f/ FASTEN AT OR NEARAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 T-1 MB ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X6 M1 DS SP ENG. FOR: TRUE TRUSS INC - p 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 /� -S GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 X1 DS SP /lDFIL - -_ -- LAYOUT 10: U 1214) 660-3940 PLATE AREA: INC. FOR STL Ll. BC 0 WEBS - 896 DL 13C 10 2X4 83 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 471/8 EXCEPT AS MAY BE NOTED I) LtA4BEP SHALL BE OF THE SPECIFIED 14111I14'JM GRADES, 5) CONTIECTOR PLATES SHALL BE INSTALLED SiM14ETRICALLY 011 10) ALL TE11510I1 CHORD MEMBEPS ASSUMED TO BE COHTIHUOUSL1 13) 11101CAIE5 LATERAL BRACItIG MEMBER (1X4 14111.1 SPECIES. AHD 19%MAYIIAUTA MOISTtAAE CONTENT, OR SUCH THAT THE JOINT. SPACED BY EITHER 3/8" IM710 PLYW000 SHEATHING, 1/2' 14) HISTALLATIGN AHG ERECTIGN OF THE TPUSS. PERMANENT. A11G IS GF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6j TOP CHGPD SPLICES APE HOT PECWgMEHDEG TO OCCUR (Milli DRYWALL OR BRACING MEMBERS SPACED 10' O.c IMA/j, TEMPGRAPY BRACING SHO'JLG BE ODIIE 114 ACCORDANCE WITH FOR DESIGN ARE BASED DN THE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURPEIIT TPI BRACING AND EPECTIOtI P'JBLICATIGNS. T IGIIAL GESIGH STA14DARDS PUBLISHED 81 THE NATIONAL 7j V-2000 APPROVAL UUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHGPD ME148E R5 ASS MEG TO BE CGITIHUOUSLY15j THIS DESIGN CDNFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED B'/EITHER 3/8" !MINE, PLYWGOO SHEATHING. 1/2" TIGHS FOP METAL PLATE CONVECTED WOOD TRUSSES AILD 21 THIS DESIGN 15 BASED ON CLAP( CGIIECTOR PLATES C LY. 01 THIS TRUSS HAS BEEII DESIGIIED FOP THE LOADING SHOWN (NIH.) DRYWALL OR BPACIIIG MEMBERS SPACED AT 16' o.c. DUALITY STAIIDAPDS FGA TRUSSES. 3) QtRECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. DIN THIS ORAWIIKI. IIISTALLA7IG1 AND USE SHALL C014FORM (MAX). UNLESS VOTED OTHERWISE. 161 110 MEI4BER OF THE TRUSS MAY BE CUT OR 14WIFIED III A11/ WA'/. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGI4. 12) ® INDICATES BEAAIIIG LOCATION. 17) SPECIAL HAIIDLIIIG CARE SHOULD BE TAKER DURING SHIPPING PHO BY LENGTH IAL OHG SLDTS) Alf) THE OPT1ENTA"0"OF THE 9' THIS MIT IS APPLICABLE TO SNORTER SPAT/ TRUSSES OF EPECTIC44 OF TRUSSES SEE HIB-91 FOP RECGNMEUDATIDNS I�ZEC GU 0 C G CG ID C G'J -COIIFIGURATTCIII AIJG LOADING SPECIFIED BY FABRICATOR -ADDITIOINAL PLAY114G FOR HANDLIIIG TRUSSES 15 RESPOIISIBILIT'I OF FABRICATOR. -THIS TRUSS 15 DESIGIIED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTIGH OF PONDING MUST BE MADE AIID IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .346' 4-0-12 1-10-0 RUN 4-6-0 4-0-12 4-2-8 3-6-0 3-6-0 5-4-0 5-7-6 RUN 1-5-14 1-5-14 Max Height 0-9-3 74 PLF 12 Q 6 12 C16 6x11 3x4 X S k T\ 12 s p \\ y,3 m y.1g rn N �,. 18390 2 1 axe [3.51 72% Q m l 7x11 6 11 5x6 3x7 N� 18390(3.5)53% v 4x11 x 3x12 —2.85 N 20 PLF 12 4-0-12 4-6-0 4-0-12 6-0-8 7-4-0 11-0-0 02 !2 /2 02 I2 _ 1-4-0 2x4 2x4 2x4 2x4 2X4 1-4-0 37-0-0 BUILDING T 'PE: ENCLOSED RESIDENTIAL CODE: STAN:)4RD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH . MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES JO AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Ij RE .3/-21S /Cl3 Maximum deflection occurred 27.19' from the left end of bottom panel 04, N A Maximum PPLive Load Deflection of .458" (7/16), Index-.374, (L/962) (N I n1D Maximum PPTotal Load Deflection of ,717" (11/16), Index-.391, (L/614) RECOMMENDED CAMBER: .39" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-9 '�W ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 2X4 #2 N SP ENG. FOR TRUE TRUSS INC 7801 S. AIRGSW PI<wv. 30 BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 Lj GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X6 �'1 DS SP pp� l (214) 660-3940 PLATE AREA: INC. F0F STL_ LL SC 0 WEBS LAYOUT ID: 854 33.33 OL SC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I! LUMBER SHALL BE OF THE SPECIFIED NIIJIMU14 GRADES, 5! COIIRECTOR PLATES SHALL BE 111STALLED S'N44EIRICALLy(19 10) ALL TEIISIOI4 CHORD MEkBEPS ASSUMED TO BE CO4TIN000SLI 13! � IIIDICAIES LATERAL BRACING MEMBER (",I NII(.) SPECIES. AND 192 MAVII4'JM MOISTURE COIITEIII, OR SUCH THAT THE JOlt1T. BRACED By EITHER 3/8" iMI11) PL4WOOD SHEATHING. 1/2" 14) 111STALLAT IDI AI4D ERECIIGIN OF THE TRUSS, PERMAIAEIIT. AIV] IS OF HIGHER ALLOWABLE SIFESS VALUES. ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT PECGI-(MENDED TO OCCUR (MINj DRYWALL OR BPACItIG MEMBERS SPACED 10' O.c. (HA/f, TEMPOPARY BRACIIIG SHOULD BE DOME 114 ACCORDANCE WITH FO F OESIGI4 ARE BASED D14 THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. U4LESS NOTED OTHERWISE. CURPOIT IN BRACING AIG ERECTION PUBLICATIGIIS. TIOIIAL DESIGN STANDARDS PUBLISHED 81 THE NATIONAL 7) V-2400 APPROVAL NUMBERS. t*C 2342, FHA TCB 2014. SBCC 11) ALL CDAWRESSIO+CHORD MEMBERS ASSUkEO TO BE CGf4TIUUOUSLrt5j THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSGCIATIOt4. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" IMIN.1 PLYWOOD SHEATHING. 1/2' lIC4S FOR METAL PLATE C014NECTED NOW TRUSSES M40 21THIS DESIRI IS BASED ON CLARY CC441ECTOR PLATES GIILI B) THIS TRUSS HAS BEEN DESIGNED FOR THE LGADIIIG SHOWN (MIN.) DRYWALL OR BRACING MENBERS SPACED AT N6" O.C. DUALITY STANDARDS FOR TRUSSES. 3! CONNECTOP PLATES SI2ES ARE BASED Oto AYIAL FORCES OILY. 011 THIS DRAWRIG. IIISTALLATIOU AIIG USE SHALL CONFORM (MAY), UNLESS VOTED OTHERWISE. lfi) 110 RE14BEP OF THE TRUSS MAY BE CUT OR 1400IFIED III ANY WAY. A) CONIINECTGR PLATE SIZES ARE CALLED OUT WIDTH iACPGSS SLOTS] WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATIC44. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN GURII4G SHIPPIIIG N!D BY LENGTH (ALONG SLOTSI AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES DF EPECTIGn OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS SIZE CALL OUT 15 THE DIREC710r4 OF THEPLATE LENGTH. G NT C DIG AND CO GUR 7 GN4 -C014FIGURATI014 AND LDADIIIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANFLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHORN. PROVISIDN FOR THE PREVENTION OF PGNOING MUST BE 144DE AND IS NOT THE RESP014SIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-5-12 1-0-0 3-9-12 RUN 4-5-11 4-8-2 3-8-8 3-4-0 3-6-4 4-4-6 4-7-0 RUN 1-5-14 1-5-14 Max Height B-6-3 74 PLF 12 Q 6 12 x 3x4 `S ILI 12 6 p In m 3�A iB39# m s bfly 3x8 I Q 1839# (3.51 72% I I 3x4 5x6 3x8 N (3.5172% v m m axe ru 5x9 Iv 20 PLF 3-5-12 3-4-0 4-5-11 4-8-2 4-6-6 7-4-0 9-0-0 1-4-0 1-4-0Forces(L-Rj 37-0-0 ( BUILDING TY11E: ENCLOSED RESIDENTIAL CODE: STAN[ARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCA ION: (Se) area UPLIFT CO*'FCTION REQUIRED: '75/�#AT EACH SUPPORT LOCATION. NET WIND RIESSURES BASED ON DEAD LOAD SHOWN BELOW. SFF NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 25.67" from the left end of bottom panel 1Y6. ), �pF.U 3 1�5/C7 3 Maximum PPLive Load Deflection of .355" (5/16), Index-.29, (L/1241) Ij I� H A Maximum PPTotal Load Deflection of .556" (9/16), Index-.303, (L/792) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-9 T-10 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR; TRUE TRUSS INC - 70 (L' IBO1 S. GSW PKWY. — BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 - �{ GRAND PRAIRIE, TX 75051 ' DL TC 7 2X4 �2 N SP (214) 660-3940 PLATE AREk Y INC. FOR STC LL BC 0 WEBS LAYOUT I0: 574 33.33 OL BC 10 2X4 413 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/B 11 LU14BER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONIIECTDR PLATES SHALL BE INSTALLED SYMa4ETPICALLY Oil 10) ALL ]ENSIGN CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) INDICATES LATERAL BRACING MEMBER I1X4 14114.) SPECIES. AND 19%NAXINUM MOISTURE CONTENT, DR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" (MIH! PLYWOOD SHEATHIIIG, 1/2' 14) INSTALLATION AMG ERECTIUII OF THE TRUSS, PEFMANENT, Allo IS OF HIGHER ALLOWABLE STRESS '!FLUES, ALL VALUES USED 5: TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR (Mill) DRYWALL OR BRACING MEMBERS SPACED 10' A, (NAXj. TEHPGPARY BRACINS SHOULD BE OOIIE IH ACCORDANCE WITH FDR DESIGN ARE BASED Oil THE LATEST EOITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURREIIT TPI BRACING ALIO ERECTION PUBLICATIONS. T IOHAL DES GI4 STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIIIUOUSLY15i THIS DESIGN COLIFORMS TO CURRENT TPI DESIGN SPECIFICA - FORET PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" (MITI.) PLYWOOD SHEATHING. 1/2' TIGIIS FOR METAL PLATE CGNIIECTEO MOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLAP'CC4WTECTOA PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN (MIH.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 5 3) CDNNE CTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. Oil THIS DRAWING. INSTALLATION AI40 USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16! NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN Alit WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17! SPECIAL HA14OLI140 CARE SHOULD BE TAKER DIMING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS C U R C t PI ITP I FjJr.T, G NT C 0 G C I GU T t -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES IIOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISID14 FOR THE PFIEVE14TIa4 OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR'l. 3-5-12 3-4-0 3-5-4 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 4 6 5{� D 5K5-D, 12 Xru f2 3x4 \ 6 F--, 9�e 3+p in I N ID 3+p 1839# T Q o (3.5172% 7 3x8 q 3x4 1 0 1839# (3.5)72% o I 3x Sxs w/slack 3x7 1 N [3.5)72% m m 3x8 cv 5x9 cv 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-Rj 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOC:ITION: (Se) area �15�7�JAT EACH SUPPORT LOCATION. UPLIFT CODNECTION REQUIRED: NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 43.6" from the left end of bottom panel /4. Maximum PPLive Load Deflection of .413" (7/16), Index-.338, (L/1067) ri Maximum PPTotal Load Deflection of .647" (10/15), Index-.353, (L/681) w/�� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0".H-7 T-11 ALPINE ENGINEERED PRODUCTS IncV_2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - r 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 Y2 N SP 1214) 660-3940 PLATE AREA: IWC. FOR STL LL BC 0 WEBS LAYOUT ID: 578 OL BC 10 2X4 N3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/B EXCEPT AS MAY BE NOTED _____. ,._ .. _ _ , 1) LUMBER SHALL BE OF THE SPECIFIED MIIIIMJM GRADES, 51 COtx1ECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY OM 10) ALL TENSIU4 CHORD MEMBERS ASSUMED TO BE COIITINUO:ISLY 131 ItMICATES LATERAL BR4CING MEMBER (1X4 14111.; SPECIES, Arlo 19%MAXIMUM 1401ST-JRE CONTENT, OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" IMI J) PLYWOOD SHEATHN4G. 1/2' 141 IHSIALLATI011 AiID ERECTIGI4 GF THE TRUSS. PERMANEIIT, AIID IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5j TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MITI) DR-YWALL OR BRACING HEMBERS SPACED 1O' 0— (MAI;. TEMPGRAR'Y BRACING SHCULG BE OOIIE 114 ACCGPGFIICE MITT1 FOR OESIGNARE BASED ON THE LATEST EOITIOtl OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURREIIT TPI BRACING ANO ERECTIGII P'JBLICATICIIS. TIOHAL FiESI Oil STANDARDS PUBLISHED B+ THE RATIDNAL 7) Y-2000 APPROVAL MUMBERS: VBC 2342, FHA TCB 2014. SBCC 1N ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CONTINUDUSLY151 THIS DESIGN COUFOR145 TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED Of EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FGR METAL PLATE CONNECTEO WOOD TRUSSES AND 21THIS DESIGN IS BASED Oil CLARY CO1x1ECTDP PLATES ONLY. B) THIS TRUSS HAS BEEII DESIGNED FOP THE LOADIIIG SHOWN (MIN.) DRYWALL GA BRACIIIG MEMBERS SPACED AT 16' o.c. OUALIT( 5TFIIOARDS FGR TRUSSES. 3? COInIECTOP PLATES 517ES APE BASED Oil AXIAL FORCES OlIL'Y. 014 THIS DRAWIIIG. INSTALLATIGI4 AHG USE SHALL C014FOPM (MAX), ULESS 440TED OTHERWISE. 16) NO 14E148ER OF THE TRUSS MAY BE CUT GP MODIFIED Ill ANY WAY. 4) COTBIECTCA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESICT4. 12) ® IIIDICATES BEARING LOCATION. 17) SPECIAL HANULIIIG CAME SHOULD BE TAKEN GURN46 SHIPPIIIO AND B,LE (ALONG SLGTSI AILD THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES. SEE HIB-91 FOR RECOMMENDATIORS C OUT TH D R C GN T I TM G 11T CL.,.". 0 0 I4G ND CONF GUP...... -C011FIGURATI011 AND L64DI14G SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADOITI OtIAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POINDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRU55 FABRICATOR OR CLARY. 3-5-0 3-3-14 3-4-0 3-6-4 RUN 2-]0-B 2-8-f0 4-4-4 4-7-12 3-9-12 5-0-0 RUN 02 i2 i2 i2 02 02 i2 i2 \ 1-5-14 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-5-14 74 158 74 PLF Max Height 6-6-3 32-t-0 12 1121 4 6 12 Q 6 yy6 3xB 5x7 9AS Xl 4A \ 12 6 D AX5 4x4 �X6 ZE�y A C3- I m \ 2713 M v o I [3.5178% • 7 5xe 4x6 0 2056 m I x H5714 3x12 (v N (3.5159% In 7xg 3x0 N 3x4 cn .. Iv 20 35 20 PLF 3-5-0 3-3-14 3-4-0 2-10-8 2-8-10 4-4-4 4-7-12 7-4-0 5-0-0 32- -0 020s i2 02 i2 252M 1-4-0 2x4 2x4 2x4 2x4 1-4-0 37-0-0 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 REQUIRED: 1750*AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 1f ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Special Loading-. Refer to Loading Diagram pC-L) /`i3 THIS TRUSS ANALYZED WITH PPSA �)a Maximum deflection occurred at bottom joint 08. Maximum PPLive Load Deflection of .493" (8/16), Index-.403, (L/894) Maximum PPTotal Load Deflection of .773" (12/16), Index=.421, (L/570) RECOMMENDED CAMBER: .42" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-5 T-12 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X6 #1 Ds SP ENG, FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X6 i] DS SP F (214) 660-3940 PLATE AREA: INC FOR S7L LL BC 0 WEBS LAYOUT ID: _ 876 33.33 OL BC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.S. TOTAL 471/8 EXCEPT AS MAY BE NOTED if! LUt+BER SHALL BE OF THE SPECIFIED PE CIF TEG MIIII uOtt GRADES, 5) COtu1ECTOR PLATES SHALL BE INSTALLED S/MWETRICALLV DO 10) ALL TEIISIOII CHORD MEMBERS ASSUMED TO BE CONTlt x10'JSL/ f3) /' I110ICATES LATERAL BRACING MEMBER filo NII(.) SPECIES. AND 19X MA/I NUM NDI 5i URE CONTENT, UA SUCH THAT THE JOINT. BRACED By EITHER 3/8" 11.1711) PLVWD00 SMEATNIIIG, f/2' 147 7NSipLLpTIG11 At10 EFECT IGII GF 114E TF'J55. uEFMAtIEt1 T, F11G IS OF nIGMEP ALLOWABLE STRESS '/FLUES, ALL 'JALUES USED 6) TOP CI SPLICES APE NOT PECOMMEIIDED TO OCCUR (HI11j OPY HALL OR BPACIIIG MEMBERS SPACED 10' 0 c. IMA/1. TEMPCAPR/ BRAC IIID SHG'JLG BE OGNE IN ACCGPGAPCE WITH FOP ES GN APE BASED 011 THE LATEST EDIT IXI OF THE I1A- DIP ABOVE A BOTTOM CHORD SPLICE. UNLESS POIE0 OTHERWISE. CUPPE117 7PI BRAC]114 AHO ERE CT IGH PURL ICA Il:u15. TI011AL DE51 Gt1 ST AI4GARD5 PUBLISHED B+ TME t1ATIDUAL 71 V-2000 APPROVAL UUMBERS: 'UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESS IGII CHORD MEI+KERS ASSUMED TO BE CGNTIHUDUSL+15I TnIS DESIGN CDIIFOR145 TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-125 SPACED B'/ EITHER 3/6" (MIt4.) PLYWOOD SHEATHING. ]/2' 710115 FGR METAL PLATE CONNECTED NOTA TRL'S5E5 ARD 2) 7,15 DESIGN IS BASED ON CLARY COPHECTOR PLATES ONLY. B) THIS TRUSS HAS BEEP DESIGNED FOR THE LOADING SHOWN (MITI.) OP'/NALL OR BRACING MEMBERS SPACED AT 16' C. OUALITV STANDARDS FOR TRUSSES. 3) COURECTOR PLATES SIZES APE BASED Ott AXIAL FORCES ONLY. 011 THIS DRAWING. IIISTALLATIO14 ACID USE SHALL CCt4FORM IMAX), I111LESS ROTED OTHERWISE. 161 110 MEMBER OF THE TRUSS MA/ BE CUT OR MODIFIED III ANI WAY. 4) CONRECT0P PLATE SIZES PRE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESI614. 12) ® IIIDI CATES BEARING LOCATIOR. 17) SPECIAL HANDLING CARE SHOULD BE TAKEU DUPING SHIPPI140 AHO BY LEtIGTn ALONG SLOTS;' ANO inE ORIENTATIIXt GF THE 9) THIS DESIGN i5 APPLICABLE TO SM OPT ER SPAN TRUSSES OF EPECTI GII OF (PUSSES SEE HIB-91 FOR PECGiu+EIIOATI DIIS SIZEC OUT n D R C 14 n P T 11GT D RT C D . 110 C 1JF G T ON -CONFIGURATIOt4 AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES IIOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR 114E LOADS SHOWN. PROVISION FOR THE PREVE14TION OF P014DING MUST BE MADE AND IS (JOT THE PESPOIISIBILITY OF THE TRUSS FABRICATOR OR CLARY, 1-7-6 RUN 5-7-8 5-4-8 5-0-4 5-0-4 7-0-0 74 PLF i-5-14 Max Height 5-10-3 12 Q 6 m sxs � 12 iv 6 p 0 3x4 1393# 1nI v o 1 [3.5)55X m I B 3x4 3x6 0 N 1496# 7xB (3.5159% 3x6 1^ x CU 20 PLF 1-7-8 11-0-0 10-0-0 7-0-0 1-4-0 29-8-0 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 REOUIREO: 8 5U 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: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50.21' from the left end of bottom panel #3. 21 U 3�'2 3 Maximum PPLive Load Deflection of .409' (7/16), Index-.418, (L/862) (4 A Maximum PPTotal Load Deflection of .641' (10/16). Index-.436, (L/550) W(n(DI 0VIY CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 29'8" H-7 T-13 ALPINE ENGINEERED PRODUCTS IncV�000 2-0-0 LL TC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - ieoi S. GSW PKWY. 30 BC LUMBER PROJECT: CENTER 3706 A 6 8 DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7,0 DL TC 7 2X4 12 N SP LAYOUT ID: F (214) 560-3940 PLATE AREA: t INC. FOR STL LL BC 0 WEBS 440 3333 DL BC 10 2X4 #3 SP ADDRESS: SCALE: . MEMBER TRUSS PLATE INSTITUTE TOTAL 471�8 EXCEPT AS MAY DE NOTED I) LLA48ER SHALL BE OF THE SPECIFIED 41141M'JM GRADES, 5) COIUIECTDR PLATES SHALL BE IIISTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSJ14ED TO BE CONT11"A.1SLY 13) d IIIOICAIES LATERAL BRACING MEMBER (l/4 MITI.) SPECIES. AI4D 19%MA/IM'JM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/13" (MITI) PLYWOOD SHEATHING. 1/2' 141 114STALLATIGII AND ELECTION OF THE TRUSS. PERMANENT, ANDS(k HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 64 TOP CHGPD SPLICES ARE NOT PECGH14ENDEG TO OCCUR THIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAA;. IEMPGPARY BRACING SHUJLO BE GONE IN ACCORGA110E WITH FOR DESIGN ARE BASED Of' THE LATEST EDITIO14 OF THE FIA- GIRECTL'Y ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPREIIT TPI BRAC114G AID ERECTION PUBLICATIONS. T TONAL LESION STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL N'J4BERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIIVJOUSLY15j THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8" (MITI.) PLYWOOD SHEATHING. 1/2' TIOS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED 011 CLARY CGNIIECTOR PLATES ONLY. 8) THIS TWJSS HAS BEEN DESIGNED FCA THE LOADING SHOWN (MITI.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STMIDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZE5 ARE BASED ON AXIAL FORCES ONLY. GI THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 16) 110 MEI4BER OF THE TRUSS MAY BE CUT OR 140DIFIED IN ANY WAY. 4) COT HECTOR PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANOLING CAPE SHOULD BE TAKEN GURNIG SHIPPING AND By LENGTH IALDNG SLOTS] ANG THE OPIENTATION OF THE 9) THIS DESIGII IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE nIB-91 FOR RECOMMENDATIONS C 0'J H D R CT N GF TH T IG O 1 C 0 0 IGAl.CONFIGURATION. -CGIIFIGURATI011 AMG LOAGIIIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES I10T USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOIISIBILIT'Y OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO11 FOR THE PREVENTION OF PGIIOIIIG MUST BE IAADE AND 15 I40T THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 4-7-B 4-4-8 3-7-8 6-0-4 6-0-4 5-0-0 RUN 12 N2 N2 74 150 74 PLF 1-5-14 2x4 2x4 2x4 �- Max Height 4-10-3 24-6-0 12 69# Q6 12 6 D 4x4 N 6x7 \ 8,111 2�3S CU � � o m \ 2429# 1 I`(0 (3.5170% c 8 1 m o m I 4x10 3x71 ru I Q � 1994# 5x10 13.5157% 3xB X x N 20 35 20 PLF 9-0-0 3-7-8 6-0-4 6-0-4 5-0-0 (-- 0205 02 24-6-0 1-4-0 2x4 2x4 252# 29-8-0 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 REQUIRED: 05 o P AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 A80VE FOR CHORD BRACING RFOUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram D [4ATHIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 36.13" from the left end of bottom panel N3. W(Q� Maximum PPLive Load Deflection of .3B7" (6/16), Index-.395, (L/911) �/� ^I / Maximum PPTotal Load Deflection of .606" (10/16). Index-.413, (L/582) 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 2X6 N1 DS SP ENG. FOR: TRUE TRUSS INC 1001 S. GSW PKWY. - LL TC 30 BC LUMBER PROJECT: CENTEX 3706 A S B DATE: 27 Jan 1993 ) GRAND PRAIRIE. Tx 75051 7•D OL TC 7 2X6 N 1 DS SP LAYOUT 10: (214) 660-3940 PLATE AREA:Af INC. FOR--STL LL BC 0 WEBS MEMBER TRUSS PLATE INSTITUTE 634 33.33 OB10 2X4 TOTAL3 SP ADDRESS: SCALE: 47 EXCEPT AS MAY BE NOTED I? LUMBER SHALL BE OF THE SPECIFIED MIHIM'JM WADES. 5) CGII14ECTOR PLATES SHALL BE INSTALLED S444=1RICALLy 011 10) ALL TERSIOH CHORD MEMBERS ASSUMED TO BE CORTIRUOUSLy 13) 94' INDICATES LATEPAL BRACING MEMBER HXY MIII.) SPECIES. AHO 192 MAXIM'Jia MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8- 1141111 PLyNOOD SHEATHIIIG. 1/2- 143 INSTALLATIGI AHG EPECTIG11 OF THE TRUSS. PEPMAHEIIT. MID IS OF HIGHER ALLOWABLE STRESS 'IALUES. ALL VALUES USED 6: TOP CHORD SPLICES ARE HOT PECGMMENDED TO OCCUR (MIN) DRVNALL OR BRACING MEMBEPS SPACED 10' 0 c. (MF%:. TEMPWAR(BRACING SHGJLG BE DOME IN ACCORDANCE WITH FOR OESIGH ARE BASED DN THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A SOTTG4 CHORD SPLICE. -.41LESS NOTED OTHERWISE. CUPPENT TPI BRACING AMG EPECTIGH PUBLICATIGIS. TIONAL DESIGN STANDARDS PUBLISHED By THE HATIONAL 7) 'I-2000 APPROVAL tIUMBERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUD'JSLn5) THIS DESIGN COLIFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PL'+WGGO SHEATHING, 1/2' IIGIS FOR METAL PLATE COUICCIEO WOOD TRUSSES AHG 21 THIS DESIGI IS BASED ON CLAR'I CORRECTOR PLATES OILY 81 THIS TWJSS HAS BEER DESIGIED FOR THE LOADIIIG SHOW11 (Mlle.) DRVMALL OR 13AACIIIG MEMBERS SPACED AT 16- O.C. GUALIT( SIMIOAPOS FGR TRUSSES. 3) CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES OILY. OR THIS DRANI113. IRSTALLATION ARD USE SHALL C014FOPM (MAY), UNLESS I43TED OTHERWISE. 161 110 MEMBER OF THE TRUSS MAi BE CUT OR MODIFIED IH AN'( WAV. Al COU RECTGP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARIHG LOCATION 17) SPECIAL HA14DLIIJG CAPE SHOULD BE TAMER DURNIG SHIPPIHG MIO By LEHGTh (ALONG SLOTS) ARD THE ORIENTAT1GH OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMME143ATIO14S. C OUT F DIRECTIQ4 OF THE IGT G H C HG AND COIF GUR T 1 -CGNFIGURATIGtI AilO LOAGIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES ROT USED. -ADDITIONAL PLATING FOR HAIIOLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 1S DESIGNED ONLY FOR THE LOADS SHOHtI. PROVISID14 FOR THE PREVENTION OF PGNOING MUST BE MADE ANO IS HOT THE RESPONSIBILITY OF THE TRU55 FABRICATOR OR CLARY. 2-1-8 RUN 1 5-4-8 5-1-8 4-6 3-10-4 4-1-12 1-5-14 Max Height 5-7-3 74 PLF 12 Q 6 4x7 m m 12 N �xg 6 N 3x6 � \ 3 m vT 1 n N 978# i o r (3.5136% 6 3x9 N 1a1097# Q I N (3.5)43% 3x8 3x4 x 20 PLF N 2-1-8 10-6-0 4-2-12 4-1-12 1-4-0 (� BUILDING TYPE: ENCLOSED RESIDENTIAL 21-0-0 )i CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEE9: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: (0- #AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA C-L) Maximum deflection occurred 65.61' from the left end of bottom panel 01. _J-(R Maximum PPLive Load Deflection of .205" (3/16), Index-.296, (L/1221) W( O-D Maximum PPTotal Load Deflection of .322' (5/15), Index-.309, (L/777) W Yv CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" SPEC T-15 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - p 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 r !S GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X4 Y2 N SP I LAYOUT ID: I0F�? (214) 660-3940 PLATE AREA: INC. FOA STL LL BC 0 WEBS L ) 1 310 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 (TOTAL 47 3/16. j EXCEPT AS MAY BE NOTED I? Llx4BEA SHALL BE OF THE SPECIFIED NIHIMUM GRADES, 5) COIIUECTOR PLATES SHALL BE I"SIALLED SfMMETRICALL'f On 10) ALL IENSIOH CHORD NEUBERS ASSUMED TO BE COIITINUO'JSLf 13) IHDICAIES LATERAL BRACING uEMBEA (1/4 HILI.) SPECIES, ANO 1911 RAXII4JIA ROISTURE COIITEIIT. OR S'JCM THAT THE JONIT. BRACED BY EITHER 3/B" IMI11) PL 1X000 SHEAIHIIIG. 1/2" 14) IIISfALLATI Gt+AIIG EFECTIGI!OF THE TRJS S, PE FHAtIE II T, AIIG IS GF M/DHFR FLL OHABLE STRESS VALUES. ALL /AL UES USED fij 1GP CMCAD SPLICES ARE NOT RECOMMENDED TO GCC'JP 114111] OR'f WALL OR BRAC II+G MEMBERS SPACED 1O' O.- (MA/1. IEMPCAAR-+ BNFC If+O SHG'JLG BE DOME IN ACCORDANCE Nlin FOR OE SIGN APE BASED ON THE LATEST EDITION OF THE IIA- GIPEC7L•f PBOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURREIIT TPI BRACING AIX: EPECTIf4+P'JBLICATIGI15, T104AL DESIGN STANDARDS PJBLISnED Be THE HATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPPESSI01+CHORD ME14BERS ASSURED TO BE CGfUINJUUSL051 THIS DESIGN CDNFORMS TO CURRENT IPI DESIGN 5PECIFICA- FOREST PRODUCTS ASSOCIATIOII. 7251. BOCA FILE 86-125 BRACE Of EITHER 3/8" (MIN.) PLfWGGD SHEATHING. 1/2" TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESICII IS BASED 011 CLARE COME TD PLATES ONLV. 81 THIS TRUSS HAS BEEII DESIGNED FOR THE LOADING SHOWN (NIH.1 DRIWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITf STAIIDARDS FGR TRUSSES. 3) COtN1ECTGR PLATES SIZES APE BASED OHI AXIAL FOPCES OHL/. ON THIS DPAWIHG. IHSTALLATIOH ANO USE SHALL CONFORM (NAX), (04LESS HOTEO OTHERWISE. 161 110 MEMBER OF THE TRUS5 MAv BE CUT OR 1400IFIEO III AU0 WAV. 4) CONNECTER PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INOICATES BEAPIIIG LOCATION. 17) SPECIAL HANOLIHO CARE SHOULD BE TAWEtI GIx4I NG SHIPPING A140 By LENGTH (ALONG SLOT Sj AHO TnE DPI EH TATION OF THE 9) in15 DESIGN IS APPLICABLE TO SnDPTEP SPAN TP'JSSES OF ERECT ON OF (PUSSES SEE MIB FOR PECGMMEfW]A7I OI+5 C 0'J 7 D R CI t OF P IG G NT C D LIG NO COf F GIIR T O -COIIFIGURATICAI AND LOAOIIIG SPECIFIED Be FABRICATOR -PEPE IITIVE MEMBER STRESSES (JOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOIISIBILIT'( OF FABRICATOR. RUN 5-6-4 I 4-11-12 I 4-11-12 I 5-6-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 6 368# 4, 12 378# \ 378# 6 y 4 y+� 1930 \ 193# t7 y J I n + Eat 136# 136N 6B# \ 960# 960# (3.5138% 13.5138% mI IQv21 5x6 3x4 3x4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 BUILDING TYPE: ENCLOSED RESIDENTIAL fY CODE: STANDARD BUILDING CODE (SBCCI 1991) 1-4-0 1-4-o 21-0-0 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 63#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. IG> t2Fv 3/mss/Q3 No trusses: 5 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .069" (1/15), Index-.099, (L/3652) W 1 N 1 Maximum Total Load Deflection of .109" (2/16), Index-.104, (L/2312) N � CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER• TRUSS: 21*0" COMMONS .T-17 (� /'( ALPINE ENGINEERED PRODUCTS INC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - L , I 1801 S. GSW PKWY. V_2000 2-0-0 LL TC 30 ) BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 /�- DRANO PRAIRIE, TX 75051 7'0 OL TC 7 2X4 #2 N SP IV�- LAYOUT I0: VVVV (2141 660-3940 -PLATEAREA x INC. FOfi 5TH LL BC 0 WEBS _ ]88 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 473/16 ExCEPT AS MAY BE NOTED 1! LUMBER SMALL BE OF T14E SPECIFIED 14111114UR GRADES, 5) CORIIECIOR PLATES SHALL BE IIISTALLED SYI44TRICALLY 011 10) ALL TEIISIDII CHORD MEMBERS ASSIA4ED 10 BE COHTIIAIOUSLV f3! IIID ICP TES LATERAL OUACiHG MEMBER 1114 MI11.f SPECIES, AND 19X RAX IMU11 uDIST'JnE COIITENT, OR SUCH T14AT THE JOINT, BRACED 01 EIIIIER 3/8" (14111) PLIWOOO SHEATHING, 1/2- t4! IIISIALLA11G11 AIIO ERECTIGII OF 111E lu'JSS, 11E.4At1L117, AND IS OF nI GHER ALI-34ABLE SIPESS VALUES, ALL VALUES USED B) IOP CIICAD SPLICES ARE NOT RECONI¢NDED TO OCCUR (141 Nj DR'VWALL OR BRACING MEMBERS SPACED fG' 0 t. (14A/;, TENPI:PARV BPACING SHOULD BE DUNE 111 ACC,40M10E WIT" FOR OE SIGN APE BASED DN InE LATEST Ef11T1011 OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, URLESS 140TED OTHERWISE. CURPEIN TPI BRACIIIG ALIO EPE13IGN P'. LICATIGUS, TIONNAL DESIGN STANDARDS P'JBLISIIED BY THE IIATIDNAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSIC44 CHOPO MEMBERS ASSUMED TO BE CONTIIIJO'JSL+151 THIS DESIGN CONFORMS 1O CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATIOl" 7251, BOCA FILE 06-125 BRACED BY EITHER 3/8" (MIN.) PLVN'OD SHEATHING. 1/2' 110145 FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGrI IS BASED 011 CLAP/CONNECTOR PLATES ONLY, 8) iH1 TRUSS HAS BEEN DESIGNED FGR THE LOADING SHOWN IN 111.1 DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' D.C. OUALITf STANDARDS FOR IAUSSE5. 3) COr41ECTGA PLATES SIZES APE BASED 014 AXIAL FORCES ONLY. 011 THIS DRAWING. INSTALLATIGN AND USE SHALL CONFORM (MAX), IALE55 NOTED OTHERWISE. 161 NO MEMBER Of THE TRUSS MAY BE CUT OR MODIFIED III ANY NAV. 4) COrJUECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLIIIG CAPE SHOULD BE IAWEU DURING SHIPPING ANO BV LENGTH (ALONG SLOTS] AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES DF ERECTION OF TRUSSES SEE HIB-9f FOR PECGMMENIOAtI0t15. CA 'JT T O R C ON r.F THF P1 ATF I F1IGI- G T C 0 P G f CONFIGURATION. -COIIF IGURATIGII AND LOAGIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-6-4 4-1f-12 4-11-12 4-6-4 RUN 1-5-14 74 PLF Max Height 5-7-3 12 l� SxJ 5 3fiB0 .L 12 3780 \ 34114 a+ \ 1561 414 19314 y m y 1 n \ 600 1360 1260 580 1v 913# 912# \ m [3.5136% 13.5136X II 4n 1 0 v 3x4 3x4 3x4 3x4 20 PLF 7-2-3 6-7-11 6-2-3 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) zo-o-o WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area if UPLIFT CONNECTION REQUIRED: boa AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3/Z5/93 140q u�Ihlf� No trusses: i Maximum deflection occurred at bottom joint 142. Maximum Live Load Deflection of .057" (1/16), Index-.086, (L/4211) Maximum Total Load Deflection of .09' (1/16). Index-.09, (L/2667) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 20'0" ST.COMM T-16 nl� ALPINE ENGINEE RED PRODUCTS Inc V�000 2-0-0 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INCLL TC 30Seof S. GSW PKWY. BC LUMBER PROJECT: CENTER 3706 A & 8 DATE: 27 Jan 1993GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X4 Y2 N SP(214) 560-3940 PLAT�AR�AINC. FOR STL LL BC 0 WEBS LAYOUT I0: 1B4 DL BC 10 2X4 03 SP ADDRESS:MEMBER TRUSS PLATE INSTITUTE 33.33 (TOTAL q7 1 EXCEPT AS MAY BE NOTED 3/16 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GPADE5. 5! COHIJECTOA PLATES SHALL BE INSTALLED.SIM4ETRICALLY OH 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE COIITI14UO'JSLI 13! 11101CATES LATERAL BRACING MEMBER It/4 MIN.! SPECIES, AND 19%14AXI M14 MOISTJAE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6" 041111 RLYWOOD SHEATHING. 1/2' 14! INSTALLATIGII AIIG EPECTIGII OF THE TRUSS. PEPMAt ENT, AND IS OF HIGHER ALLOWABLE STRESS'VALUES, ALL 'VALUES USED 5) TOP CHORD SPLICES An NOT RECOMMENDED TO OCCUR (Ml I1) DRYWALL OR BPACIHG MEMBERS SPACED 10' O.C. (MA/,•. TEFIPCAAPI BRACING SHOULD Be DOrE 1N ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CU PETIT TPI BRACING AT1D ERECTION PUBLICATIONS. TI OVAL DESIGN STANDARDS P'JBLISHEO BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FnA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CUNIN'JDUSLY15i 711IS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 BRACED BY EITHER 3/B" iMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CGHtECTEO WOOD TRUSSES AND 2) TM15 DESIGN I5 BASED ON CLARY CONNECTOR PLATES ONLY, 8) THIS TRUSS HAS BEEN DESIGIIED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BPAC1140 MEMBERS SPACED AT 16' a.C. DUALIIV STANDARDS FOA TRUSSES. 3! CON PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. Ort THIS DRAWING. INSTALLATION AIID USE SHALL CONFORM (MAY) UNLESS 140TED OTHERWISE. 16) TIO 14EIABER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAV. 4) CONI ECTOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS; WITH THIS DESIGN 12) I ® NDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUAING SHIPPING AIID a'V LEIIGTH (ALONG SLGT51 AND THE ORIENTATION OF THE 9) 'NIS DESIGN IS APPLICABLE TO SH ITEP SPAN TRUSSES OF EFIECTIG14 OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS CA" OUT TN O R C 011 OF H 1 SH, IDENTICAL C O I4G 11G C T G'JP I1 -CONFIGURATION AND LOADI14G SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES I40T USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 1 7-0-0 7-0-0 1-5-14 74 PLF Max Height 3-10-3 4951 f2 Qb12 < y 248# 248# 0 m 57# 1341 67# T T 631# 6310 T T 13.5)25% [3.5125% 1 m 1 3x4 N 3x4 20 PLF 7-0-0 7-0-0 13> BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) 14-0-0 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 F1. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 4'6'/#AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING nEOUTREMENTS. �F_U 3 (I3 No trusses: 3 Maximum deflection occurred at bottom joint #2. J'A Maximum Live Load Deflection of 0' (0/16), Index-.043, (L/8400) Maximum Total Load Deflection of .032' (1/16), Index-.046, (L/5250) • CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 14'0' COMMONS T-20 #� ALPINE ENGINEERED PRODUCTS Inc LL TC 30 2X4 M2 05 SP ENG. FOR: TRUE TRUSS INC - V 2000 2-0-0 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 #2 N SP LjvO�/ (214) 660-3940 PLATE ARS INC FOR STL LL BC 0 WEBS LAYOUT ID: 92 33.33 OL BC 10 2X4 A3 SP ADDRESS: SC -- MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 114II I! LUI4BEA SHALL BE OF THE SPECIFIED MI NIIA'JM GRADES. 5) COIINECTOR PLATES SHALL BE INSTALLED SfM14E7AICALL'e ON 10) ALL TEIISIOII CHORD MEMBERS ASSUMED TO BE CDI1TIt+UO'JSL'+ f3! HIDICA7E5 LATERAL BRRCING IAEPUSS (1X4 NIU.; SPECIES, AND 19%MAXI M'JIA MOISTURE COIITENT, OR SUCH THAT THE JOINT. BRACED B''V EITHER 3/9" (M III) PLYWOOD SPEAIHIIIG, 1/2' 14! INSTALLATIGII ANG ERECTION GF THE IR1155. PER14(:E NT, AIC IS OF HIGHER ALLOWABLE SIRE 55 VALUES, ALL JALUES USED 6p TOP CHORD SPLICES ARE HOT RECOMMENDED TO OCCUR IMINj DR'/MALL OP BRACING MEMBERS SPACED 10' O.c. IMAAI. TEHPOPAR'+ BRACING SHOULD BE GONE IN ALCGPGANCE WITH FDR DESI GII ARE BASED DIA THE LATEST EDITI IXI Gf THE IIA- GIPECTL'+ ABOVE A BOTTOM CnOPD SPLICE. UNLESS NOTED OTnEPNISE. CUPPEIIT TPI BRAC IMG pTxf EPE CTIGN PUBLICAT[(:16. T IOtOL DESIGN STAIIDARDS PUBLISHED B+ THE UATIDRRL 7) V-2G00 APP POVAL IIUMBEIIS: UBC 2342. FHA ICB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO 6E CONTINUDDSL 0151 7n[5 GEST GIA COtIFOWAS TO CUBA PIT TPI OESI GU $PECIFICA- fOREST PRODUCT$ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/B' {MIN.) PLYWOOD SHEATHING. 1/2' TIGUS FOR METAL PLATE CG1ttIE CTEO XOGO TRUSSES Alxi 21 THIS OESICiJ IS BASED OII CLARY CGIWECTOR PLATES DULY. BI THIS TAUS HAS HAS BEEt1 DESI GIWIEO FGR THE LOADItIG SHONII (MIN.1 DRYWALL OR BRAC IMG MEMBERS SPACED AT 16' 0.c. OURLITP STAtIOAROS FGR TRUSSES. 3) COIxELTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. 011 THIS DRAWIIIG. IIISTALLATIGU AIID USE SHALL CONFORM (MAX), UNLESS tlOTEO OTHERWISE. 161 110 MEMBER vF THE TRU55 NAY BE LUT OR MODIFIED IH A11+ WAY. 4) COMdECICA PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEAR IPTG LOCATIDH. 171 SPECIAL HANOLIIIG CARE SHOULD BE TAKER DURII41 SHIPPIIIG ANO BY LENGTH IALOtIG SLDTSj AND THE OPIEIITATION OF TnE 9) 7H[5 DESIGN IS APPLICABLE 70 SnDRTEP SPMI TP'JSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOR PECOMAENOATIONS L O'J 0 C7 GNTHE n PLATE i G D 1 C 0 G IID COUF Gv GI -COIF IGURAT ICA) AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE HEMBER STRESSES IIOT USED. -ADDIT IGNAL PLATING FOR HAIIDLIfIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS IIOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 6 273# 2730 � 'rS 12 3220 322Y 6 � 7 y 160# f 60 d 1 o \ � B6d 1]9A Sf 9Y 860 ? T 96009600 I m (3.513BX 13.513811 mI v c 5x6 3x8 3x4 3x4 20 PLF 9-0-0 3-0-0 9-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) 21-0-0 WIND SPEED. 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 630 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES tO AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. CEu 3 Maximum deflection occurred at bottom oint B2. No trusses: i ) Maximum Live Load Deflection of .069" (1/16), Index-.098, (L/3652) Maximum Total Load Deflection of .108" (2/16), Index-.103, (L/2333) YJI CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-9 T-18 �rl ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. 7 0 BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 /I ^ GRAND PRAIRIE, TX 75051 DL TC 7 2X4 42 N SP F (214) 660-3940 PLATS AREA: INC. FOR STS LL BC 0 WE05 LAYOUT IO: 244 DL BC 1 0 2X4 $3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I! LUI+BER SHALL BE OF THE SPECIFIED MINI N!1M GRADES, 5J CGIIIIE CTOR PLATES SHALL BE III STALLED SrMNETRICALL'I DH 10) ALL TEIISIO14 CHORD MEMBERS A5SUMEU TO BE COHIIH00'.1Slr 13! I" IIIOICATES LATERAL BRACING MEMBER (I/4 Mlll.j SPECIES, ACID 1Bk MAF[Ii""M015IURE COHIENT, OR SUCH THAT THE JOINT. BRACED Br EIiHEP 3/B" IM IIP PI rWDGD S1IE ATIil i1G, 1/2' 14! 11151ALL AlIGII AIIG EPECTIGII GF THE TRUSS, PERNAHEII T, Afxi IS OF SIGHED 19%ALLMABLE STPESS'!FLUES, ALL VALUES USED 5) TOP CHORD SPLICES ARE HUT PECOMMEIIDED TO OCCUR IM IMI DPINALL OP BPACIHG MEMBERS SPACED 1O' O.C. IM Al;. IEMPCFAP'r SPACING SHCAILG BE DOME III ACCGRGAHCE WITH FOP DESIGII ARE BASED OR THE LAIESt EDITION OF THE IIA- DIP CIL' ABOVE A BOTTOM CHORD SPLICE. txIL ESS 110 TED OTr+ERW15E. CUPRE11t TPI BPACInG PITO ERECTION PUBLICpi1U15. TIOIIAL OESIGtI STPNDAR05 PUBLISHED 8V THE HATIDUAL 7) V-2000 APPROVAL NUMBERS: VBC 2342, FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COITIIIUDUSL rf 51 THIS DESIGN CDHFDPM5 TO CURRENT TPI DESIGN SPECIFICA- FDRE51 PRODUCTS ASSGCI ATION. 7251. BDCA FILE 116-125 BRACED Of EITHER 3/B" 1HIf1.) PLVWGOD SHEATHING. f/2' IIGHS FGR METAL PLATE CGIIr1E CTEO WOOD TRUSSES At10 21 THIS DESI CII I5 BASED OtI CLAP'(COHHECTDR PLATES ONLY. B) THIS TRUSS HAS BEEN GE5]GIIED FCAi THE LOADIHG SHDWT IMIN.) DR MALL OR BRACING MEMBERS SPACED AT f6' O.C. GUALITf STAIIOAROS FGR TRUSSES. 3! CO1Tt1E CIOR PLATES SIZES ARE BASED Oil AXIAL FORCES DNLV, dl THIS DRAM I IID. IIISTALLATI011 ACID USE SHALL CONFORM IMAX), Ut&E55 HOTEO OTHERWISE. 1fi! 110 MEMBER OF THE TRUSS MAr BE CUT OR MODIFIED III AHI WAV. 4! C.3 lECTOR PLATE SIZES ARE CALLED OJT NIGTH (ACROSS SLOTS) WITH THIS DESICIT 12J ® IIx11CATE5 BEARING LOCATIGIL 17! SPECIAL HAHOL1HS CAPE SHOULD BE TAMEH DURING SHIPPIIIG MID B'r LE,_Tn IALOHG SLOTS) AHO 1 E ORIENTATION GF THE 9! Tn1S DE SIGH IS APPLICABLE TO SHDPTEP SPAM TRUSSES OF ERECTION OF TRUSSES SEE SIB-9f FOR RECGMMEIx1ATIDNS C OUT T D R CT Of l F T NGTn G S C 0 0 FIG ,IG COIF GUR T Ot -COIIFIGURATIGH ARID LOADIIIG SPECIFIED Be FABRICATOR -REPETITIVE 1/EMBER STRESSES UOT USED. -ADDITIGtIAL PLATING FOR HANOLIIIG TRUSSES IS RESPOIISIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVEITTION OF PONDING MUST BE I4ADE AHD IS IJOT THE RESPONSIBILITY OF THE TRUSS FABRICATGR OR CLAR"!. RUN 3-7-8 3-4-B 3-6-0 3-6-0 3-4-8 3-7-8 RUN 74 PLF 1-5-14 1-5-14 Max Height 3-10-3 12 6 2540 259# 254! L y y 12 (v 2480 \ 2480 6 F,--' p*y Qkp y '1, 1230 123# m f 0 I 661 13650 700 1631 660 m .1, ?. en 176 11 Q I I Q 13.5169% 13 5153% , 5x5 3x4 3x8 5x6 3x6 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7-11-0 1202# 1-4-0 1-4-0 21-0-0 BUILDING C(PE: ENCLOSED RESIDENTIAL I CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: a 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 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 112. Maximum Live Load Deflection of .144" (2/16), Index-.206, (L/1750) Maximum Total Load Deflection of .226' (4/16), Index=.215, (L/1115) # CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'0" H-7 T-19 � f ALPINE ENGINEERED PRODUCTS Inc V-000 2-0-0LL 7C 30 2X4 *2 N SP ENG, FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. 7 0 DL TC 7 BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 _ _ _ __ _ 2X4 Y2 N SP LAYOUT I0: F (214) 660-3940 PLATE AREA: INC FOR STL LL BC 0 WEBS - 334 OL BC 10 2X4 #3 SP ADDRESS: SCALE: IMEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1) LUt48ER SHALL BE OF THE SPECIFIED t+IHIHUN GRADES. 51 CONIJECTOR PLATES SHALL BE INSTALLED SlMMETRICALL/ DII t0) ALL TEIISIOtI CHORD MEMBERS ASSUMED TO BE C0111tJ000SL/ 13! / IIIOICATES LATERAL BRACING MEMBER (tXA MIIJ.) SPECIES. AtY1 19%MAX IMJi4 MOISTURE CO'(TENT. OR SUCH THAT THE JOINT. BRACED B+EITHER 3/8- 114111) PLJWOOD SHEA1141NG. 1/2' 14! INSTALLATIOII AHG ERECTION OF THE TRUSS. PERMANENT. UrD IS OF HIGHER ALLOWABLE STRESS 7ALUES. ALL 'IALUES USED 6) TOP CHORD SPLICES APE tIOT RECOMMENDED TO OCCUR (MINj DR'/WALL OR BRACING MEMBERS SP CEO 10' o.[. (MAX). 1EMPGRAP'f BRA IfIG SnG'JLD BE OOIJE IIJ ACCGPOPIICE WITH FOR DESIGN ARE BASED DN THE LATEST EDIT IDN OF THE PIA- DIRE CTL'✓ ABOVE A BOTTOM CHORD SPLICE. Ur4LESS NOTED OTHERWISE. CUPREI'IT TPI BRACING AND EPECTIOU PUBLICATIONS. TIDral_DESIGII STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL tPUMBERS: UBC 2342. FHA TCB 2014. SECC 11) ALL COMPRESSION CHORD NE14BERS ASSUMED TO BE CGNTI14UOJSL✓15i THIS DESIGN CONFORMS TG CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS p95GC IATIOrJ 7251, BOCA FILE 86-125 BaPCED B-f EITHER 3/B" (M IIJ.I PL✓X000 SHEATHING. f/2' ttGt15 FGR KETAL PLATE CGNtIECTEO MOGO TRUSSES AI4G 2) THIS DE NOT i WI IS BASED OII LLARt CGIxIECTDR PLATES aJLv. B) THIS TRU55 HAS BEEN DESIGNED FCA THE LOADING SHDNH !MIN.) IYJYXALL OR BRAC IIID MEI4BER5 SPACED AT tG' P.c. OUALIT✓ 5TAI+OPRGS FGR TRUSSES. 3) COIJS I OR PLATES S1ZE5 ARE BASED Orl AXIAL FORCES OtIL'✓. OtI THIS GRAN IIID. INSTALLATIGII AND USE SHALL CGJFORN (MAX). VILE SS NO7E0 OTHERWISE. 16) NO MEMBER OF THE TRUSS NAY BE CUT Ga 14UOIFIEO ItI Ar(f NA✓. 4) COtJ11ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OESIGN 12) ® INDICATES BEAPIIIG LOCATIOr1. 17) SPECIAL MANGLING CARE SH DULO BE TAMETI CURING SHIPP IIID A110 BY LENGTH tALOr+G SLOTS AND THE ORI Ef+TAT1014 OF THE 9) THIS 0E5ION IS APPLICABLE TO SHORTER SPAM TRUSSES OF ERECTIGfI OF TRUSSES SEE hIB-91 FOP PECGHMENDATIOIJS C.A. OUT Tn O P C OI n NG N CAL LOADING AND CONFIGURATION. -CGIIF[GUPATIGI! AND LDADIIIG SPECIFIED BY FABRICATDR -REPETITIVE MEMBER STRESSES NOT USED. 3-9-8 3-2-8 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. Max Height 3-10-3 M x 37 PLF N 540 1191 5 12 654, 6 � 5934, ]OBBN 494/ T T- 1211# 1211/ 12024, [3.5134% [3.5134% 339 PLF m BUILDING TYPE: ENCLOSED RESIDENTIAL cI CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area #1 X 4x4 UPLIFT CONNECTION REQUIRED: X13 AT EACH SUPPORT LOCATION. 3x4 N NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-9-8 3-2-8 7-0-0 I� P,5 3 HA No trusses: 1 One Half of 14-0-0 Trusses supported by Bot Chord W( K)D Maximum deflection occurred at bottom joint M2. Maximum Live Load Deflection of 0" (0/16), Index-.066, (L/5600) Maximum Total Load Deflection of .024" (0/16). Index-.069, (L/3500) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7*0" MG T-21 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A S 8 DATE: 27 Jan 1993 I� GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 Y1 DS SP LAYOUT I0: 1. (214) 660-3940 PLA E AREA: INC. FOR STL LL BC 0 WEBS `� _ 126 OL BC 10 2X4 4,3 SP ADDRESS: SCALE: MEMBER TRINTOTAL 47 USS PLATE INSTITUTE 33.33 � EXCEPT AS MAY BE NOTED I 3/4 13 LUI4BER SHALL BE OF THE SPECIFIED MITI!RUM GRADES. 5) COHHECTOR PLATES SHALL BE INSTALLED SIW4ETPICALLI pl TO) ALL TEIISIOII CHORD MEMBERS ASSUMED 10 BE COIITINUO'JSLI 13) i" PIDICATES LATERAL BRALIHG MEMBER (1f4 1418.) SPECIES. AND 19%MAXIMUM 1401 SIURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B" !MIH) PL-INODO SHEATH!113, 1X2' 14) IHSTALLATIGU AHD EPECTIGH GF THE TRUSS, PE F14p11E11 T, AIIG IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT PECGWIEHDED TO OCCUR IMINi DPIALL ON BRACING MEMBERS SPACED 10' 0 t. (14 A/;, 1EMPCPAP'I BRACING SHOULD BE ODHE IN ACCGPGANCE WITH FOR DESIGN ARE BA5ED OH THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPL ICE. UNLESS NOTED OTHERWISE, CUPHEIIT TPI BRACING AIIG ERECTION P'JBLICATIOHS. TIONAL DESIGN ST ANDAPDS PUBLISHED BY THE 14ATIOIIAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. 5BCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIH'UO'JSL1151 THIS DESIGN CDtIFDRMS 10 CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIAT[011. 7251, BDCA FILE 86-125 BPACE1)BY EITHER 3/B' lMIN.) PLY HOLD SHEATH It1O. 1/2' TIGtIS FGR KETAL PLATE CGIIt1ELTEG XOGO TRUSSES AND 2) THI5 OESIGII IS SA ES OM CLARY CGIIHECTDP PLATES ONLY. 61 THIS TRUSS HAS BEEN DESIGNED FFA THE LOADIIIG SHOMH (MIN.) DRYWALL OR BRACING NEM13EAS SPACED AT 16' 0.C. 0 ALIT'' STAHOARDS FOR TRUSSES. 3! CB1111ECTGR PLATES SIZES ARE BASED ON AXIAL FORCES ONL I. 011 THIS ORAXIINi. N15T ALLATIGiI AND USE SMALL LU4FORN INA%), UNLESS t10TE0 OTHERWISE. 16) NO MEI4BER GF THE IRUSS MAI BE CUT OR 1400IFIED IN ANY WAY. 4! C0IWIE CTOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATIGH. 17) SPECIAL HA14DLIIIG CARE SHOULD BE TAKEN DURING SHIPPING AND 0'I LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9i THIS OE SIGH IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERE CT 1014 OF TRUSSES SEE HIB III FOR PE C014MEUDA T I DNS C OUT R ...... T O T T !G G 1 C IG D C GU t -COIIFIGIIRATION ANO LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HA14DLIIAG TRUSSES IS PESPDHSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWU. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 5-3-0 RUN B-131-0-0 1-5-14 Max Height 3-4-3 74 PLF c,I h X CU 122110 520 260 m I 6 v 1 650 130 1050 T m 2930 r1 C1400 3x4 (3.5111% v 500 o T 3100 16 [3.5)12% 4.8 12 v 20 PLF 3x9 5-3-8 i-B-B BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. 1-4-0 7-D-0 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 2—��TtI AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW SEE NOTES 10 AND it ABOVE FOR CHORD BRACING REOUTHEMENTS. No trusses: 1 Maximum deflection Occurred at bottom joint #2. -14A Maximum Live Load Deflection of .031" (0/16), Index-.135, (L/2710) Maximum Total Load Deflection of .049" (1/16), Index-.14, (L/1714) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" MHV-6 � ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 M2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. 7'0 DL TC 7 BC LUMBER PROJECT: CENTEX 3706 A S B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 2X4 #2 N SP LAYOUT ID: 1214) 660-3940 PLATE AREAE - INC. FOR $TL LL BC 0 WEBS ' ppq 33.33 UADDRESS L BC 10 2X4 Y3 SP SCALE: MEMBER TRUSS PLATE INSTITUTE (TOTAL 47 EXCEPT AS -1/2 MAY BE NOTED ' 1! LUNGER SHALL BE OF THE SPECIFIED 14111114JM GRADES, 5! COINIECTDP PLATES SHALL BE 1145TALLED SVI414ETRICALLV Oil 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE C041TINU0'JSLV 131 -' INDICATES LATEPAL BRACING MEMBER (1x4 AIN.) SPECIES. AND i9%HAII11JM MOISTURE CONTENT, 04 SUCH THAT THE JOINT. BRACED BY EITHER 3/B" (MIt!) PL'YWOOO SHEATHIIIG. 1/2' 141 I1ISTALLATION ATG ERECTION OF THE IRUSS. PEPMANENT. AND IS OF HIGHER ALLOWABLE STRESS 'VALUES. ALL 'VALUES USED 6: TOP CHGF40 SPLICES APE HOT RECOMMENDED TO OCCUR (MIN) OR'YWALL OR BRACING MEMBERS SPACED 10' 0 C. (HA;(!. TEMPORARY BPACItIS SHC1JLD BE DOME 1N ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE 10- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AIM,ERECTION PUBLICATIONS, T IONAL DESIGN STANDARDS PUBLISHEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSU14ED TO BE CONTIN'JO'JSLV15) THIS DESIGN CDIAFOH145 TG CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS A550CIA11DtL 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' 110145 FOP METAL PLATE CONNECTED WOOD TRUSSES AND 21THIS DESIGN! IS BASED ON LAA(CG144ECTDA PLATES OIA.Y. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (NIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STAIIOAROS FOR TRUSSES. 31CONNECTOR PLATES SIZES ARE SA SEG 014 AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM INAX). UNLESS NaTEO OTHERWISE. 161 110 MEI4BER OF THE TRUSS MAY BE CUT OR MODIFIED IN AN'V WAY. 41 B@SJECTGR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN, 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING A11D B'V LENGTH (ALONG SLUTS; AND THE ORIENTATION OF THE 9; THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECGMMEUOATIDNS C OU To O R C 4 OF P1 ATF I FNGTH G N C O D FIG IID CON! GUR ON -CONFIGURATION ANO LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -SPECIAL HANGER FOR USE WITH 14ULTIPLE MEMBER GIRDER, CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 2321 LBS. FROM 014E SIDE TO ALL MEMBERS OF GIRDER IS REOUIRED. HANGER TO BE DESIGNED BY A PROFESSIONAL 2-9-6 1 2-2-6 1 ENGINEER AND PROVIDED BY OTHERS. IF BOLTING IS REQUIRED, THE EFFECT OF BOLT HOLES Ott THE TRUSS 14UST BE VERIFIED BY CLARY DIVISION OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. Max Height 2-10-3 74 PLF X x N 71# 163# 12 920 m 6 ! o � 1 tv 1237# 2184# 3541 T 23670 17360 13.5134% [3.5125% _ 20 PLF mT v 1-1-0 3-1-0 2321# 13670 BUILDING TYPE: ENCLOSED RESIDENTIAL 3x4 CU 4x4 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. ( 2-9-6 2-2-6 i TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: -2,34 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. 5-0-0 1 SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. [ REU 3/�5 HA No trusses: 1 Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint #2. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of 0' (0/16). Index-.059, (L/6000) TDP 10d NAILS 12"0 C' 3 Maximum Total Load Deflection of 0" (0/16). Index-.064, (L/0) BOT 100 NAILS 'O.C. — WEB 10d NAILS 12"O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT TPROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0" MG rl� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - I 1801 S. GSW PKWY. 3D BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 DS SP (214) 560-3940 PLATE AREA: V--INC. FOR STL LL BC 0 WEBS LAYOUT TO: � 1 126 OL BC 10 2X4 43 SP ADDRESS: 33.33 SCALE: ME EMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED I_ 3/4 a .t.. 1! LUI4BER SHALL BE OF THE SPECIFIED MINIMUM WADES. 5! COIMIECTOR PLATES SHALL BE INSTALLED S-Iw4ETRICALLY OI 10; ALL 7EUSIOU CHORD MEMBERS ASSUMED 10 BE CONTIt4UOUSLV 13) r IHDICATES LATERAL BRACDIG I4EMBER (1X4 MIN.) SPECIES. AVID 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B•' 04111) PLYWOOD SHEATHING, 1/2' 14) 11ISTALLATIGH Alq EFECTIOU OF THE TPOSS, PEFMAUEIIT, A11D IS GF HIGHER ALLOWABLE STRESS'VALUES. ALL VALUES USED 5,• TOP CHORD SPLICES ARE NOT PECOMI4ENOEG TO OCC'JP (MIN) DRYWALL OR BRACING 14EMBE14S SPACED 10' 0 c. (MAX;•. TEMPWARY BRACING SHGULG BE OOtIE 114 ACCOPGAIICE WITH FOR DESIGN ARE BASSO ON THE LATEST EDITION OF THE[U- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURREIIT TPI BRAC114G AVID ERECIIGU P'JBLICA110tIS. TIOIAL DESIGN STPIIOARDS PUBLISHED BY THE NATIONAL 7, V-2400 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSIO14 CHORD ME14BERS ASSUMED TO BE COITI AIOUSL✓151 THIS DESIGN CUUFDRMS TO CURRENT TPI OES15N SPECIFICA- FOREST PRODUCTS AS5GCIATI011. 7251. BOCA FILE B6-125 BRACED BY EITHER 3/B" fMIU.) GLYNGOD SHEATHING. 1/2' TIOUS FOR METAL PLATE CONVECTED WOOD TRUSSES ANG 2) TH 15 DESIGN 15 BASSO GU CLARY COMIECTW PLATES GIILY. B) THIS TRUSS HAS BEEN DESIOIED FOR THE LOADIUG SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0.c. DUALITY STANDARDS FGR TRUSSES. 3) CONNEC1OA PLATES SIZES APE BASED ON AXIAL FORCES 014.1. ON THIS DRAWING. INSTALLATION AUG USE SHALL CC44FDRM (MAX), UNLESS VOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MA( BE CUT GR 140DIFIED IH ANY NAV. 4) CDNUECIDR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIG14. 12) ® IHDICATES BEARING LOCA11G11. 17) SPECIAL HANOL111D CARE SHOULD BE TAKEN DURING SHIPPIUG AVID BY LENGTH (ALONG SLGTS) AND THE OPIENTATION OF THE 9; THIS DESIGN IS APPLICABLE TO SHDPTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FUR RECOMMENDATIONS SIZE CALt OUT Tn D F CT G O P t G IDENTICAL LOADING AND CO IF GU 7 GH -CONFIGURATION AI4D LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 1 5-0-14 4-7-14 RUN 2-1-7 02 2-2 Max Height 3-l0-3 I PLF 71# 221/ 36 m N 206/ y 12 3940 4.24 m '�Y A 760 4o m 4n i 1 P4 m 220 1100 570 3390 5260 13.5113% 13.5120% mTEli c Irn T PLF 3x4 X 3x4 23, 11 lot# 5-0-14 4-7-14 BUILDING TYPE: ENCLOSED RESIDENTIAL 2-0-0 9-e-12 2-0 CODE: STAMDARD BUILDING CODE (SBCCI i99i) r, WIND SPEED. 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCAT CON: (Se) area UPLIFT C0*47CTION REQUIRED: 3 B)A AT EACH SUPPORT LOCATION. NET WIND r-F.ESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES '0 AND 11 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 M2. Maximum Live Load Deflection of 0' (0/16), Index-.063, (L/5838) Maximum Total Load Deflection of .032' (1/16), Index=.066, (L/3648) 3 4 3 wlni _D NA- ��- • CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 9'10-3/4" CJ TRi ALPINE ENGINEERED PRODUCTS IncV_2000 2-0-0 LL 7C 3p 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - 1BO1 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 y ^� GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP (214) 660-3940 PLATE'AREA', INC. FOR STL LL BC 0 WEBS LAYOUT i0: / 96 33.33 OL SC 10 2X4 A3 SP ADDRESS: _-� SCALE:3/e (MEMBER TRUSS PLATE INSTITUTE TOTAL 47 I_ EXCEPT AS MAY BE NOTED I _ _ _ __