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Permit 1664 Linkside Ct N (vault folder) ADDRESS -166 ;Z BUILDING PERMIT NUMBER �50 7 INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING �---- COVER-UP INSULATION -cl FINAL BUILDING 7 r " g CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH - FINAL ' MECHANICAL PERMIT # �r PLUMBING PERMIT NOTES: CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. ReceivedP�M. t '7 Z- le�dress ca ity Owne s Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 21 00 Ing Rough Wiring El Rough 0 Air Cond.& C Re Roofing 0 Slab S4_ Temp Pole E, Top Out 0 Heating Insulation E-1, Lintel K0 —Final E: Sewer E-j Fire Place Ij Pre Fab READY FOR INSPECTION Mon. Tues. Wed. T A.M. Inspection Made P Inspector Final Inspection Certificate of Occupancy E, Date p�LANTjc OF ADDITIONS or CORRECTIONS DO 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 LI C- 9EAf tf WE r= 3 6.n9F r,Ttt /� x31%vf ' Tyc i C t-eAJ 7-O n'$15.00 REINSPECT REINSPECT FEE 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 PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m, to 5:00 p.m. Monday through Friday. 81 ""OK' JOB ADDRESS J-CL �' TYPE WORKS PROP OA�1VF.1� TEI.EPSOIVE CONTRACTOR - r ' TF.LRMom PERMIT NITMBEle 55 DATE - C= INSPECTIONS. FOOTING SLAB 77EBE" LIIVTEL NAILING/SffiQ.ATBIIVG F!AAMVG/COVER UP BVSULATTON FINAL BUILDING -�' CERTIFI MOF OCCUPANCY ELECTRICAL PERMM 'rl u r INSPECTIONS ROUGE FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PLUAMEVG PERMITY PaPECTIONS ROUGUIMDER SLAB TOPOUT WADER FINAL NOTES• -- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 C-ft t tAIF AT - -LO-CAT " INF Permit Ntim er: 21135 Address: 1664 LINKSIDE COURT NORTH Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):128 Block: 2 Section: Square Feet: Subdivision: SELVA LINKSIDE i Est Value: Parcel Number: _ Improv. Cost: 5,650.00 1N Date Issued: 12/13/2000 Name: JOHNSON, WALT AND MICHELLE Total Fees: 60.00 Address: 1664 LINKSIDE COURT NORTH Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/13/2000 Phone: (000)000-0000 _ Work Desc: SCREEN ROOM ALUMINUM FRAME INSULATED ELITE ROOF/FOOTERS TROPICAL ENCLOSURES INC. PERMIT _ 60.00 t � FOOTING/SLAB FINAL BUILDING 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. II A NTiC BEAJCH BUILDING DEPT. Dai; uet 2I8iB� ip�MW776t 2IJ3 JANE 101 06:59 TO: 247 5845 P01 1 MIN. RETURN P• a: 1122 Filed I Recorded PHONE# a43-�L;0$ NOTICE OF COMMENCEMENTlr IVI cca°4 43:13:16 R r,- MW CIRWtt court WA mm T T D f 1.00 TO WHOM IT MAY CONCERN: ! ! 5�r COPY�F i 1600 0) The undemiww hereby irftrns all concerned that improvements will be nWiPcertains 3.44 ' real property, and in accordance with Section 713.13 of the Florida Statutes, the following a information is stated in this NOTICE OF COMMENCEMENT. qr Description Property 0 General Desa'iption of IMprov 1K '� firs C 0 5 f Addre$s� �i l ' Owner's interest in site of Improvements: " Fee Simple Tide Halder(if other than owner) Name -A Address Contrac#ar` a �«_r. :� jrs € G m Addmss 1 ` Surely(it an J Address o Amount of Band $ Q . Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Addrea GI In addition to himself, owner designates the following person to receive a copy of the Lelnor's r - Notice as provides! in Section 713.13(1)(F), Rorida Statutes. (Fill in at Owners option). Name Address: er Sworn to and subscribed before me this l. day _ Aov IDSA M TEWS-NEWSWE e My Cxmm Ew•V2NM2 �^� w ak1uC No.OC 726173 H 1tisw*KN"M&-1.p. JAN-23--001 TUE 01:51PM ID:247-5845 PAGE:1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ! .S( E l 0 v • LCC,2 6�p oa6 IZCrr Date - 6d Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch \� �'� @ $ per sq ft = $ V Deck E _@ $ per sq ft = $ Y Patio @ $ per sq ft = $ o� TOTAL VALUATION: S ,5-6 50 $ To1 Valuation 1st $ /Ct?d Remaining Value $ j-.— per thousand or portion thereof TOTAL BUILDING FEE $ �n + 1/2 Filing Fee $ 2. ( ) Fireplaces @ $15 . 00 $ -b — BUILDING PERMIT FEE $ WATER IMPACT FEE $ _ SEWER IMPACT FEE S WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ C�C3 •� ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULAT,ZONS and/or NOTES: REcF1VFD "`�' 2000 City of Atlantic r Beach CITY OF ATLANTIC 99 and Zoni��ng�� PERMIT APPLICATION REMODEL, ADDITIONS, OR AL Z�'RATIONS MOVING, DEMOLITIONS Owner(s) t, Iz . 8c4 `S Q 0 Job Address: I tp(o—�—�—�j�1C 5 d L, L+ 0. Phone: Aa�Q S� Lot # 1d� Block or -Unit # Subdivision: Contractor: &urv.S ��wscYII\S 5�wx(g,�,kgsstate License WjjB!�'�SSS Address: („ Phone No: 9()k4 - City Co -,c0 O*t State t- Zip Code L,a S� Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: V�ko_S u W1 z Is this an addition? _ S , If yes, what are the dimensions of the added c , space:_A� _ft. X ft. Will the added area be heated and cooled? -V\.O. New electrical (or increase) ? -*--O , New plumbing fixtures? New fireplace? " New Heat/AC? SUBMIT THREE XOMERC AT) TWO MS=iTIAL) CO2NI,ETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ZNERGY CODE IMM, NOTICE OF CO��ICE�iT, AND Oh1MMICONTRACTOR AFFIDAVIT, IF OWMM ZS CONTRACTOR. Signature OWNE Lei/ / Date: i!-(7- Signature CONTRAC Date: tc-h_oa AS TO OWNER: Sworn to and subscribed before me this day of IJO 2000. Y PUBLIC 6 AS TO CONTRACTOR: : TART o My Comm Exp.3126i�002 ausuc A No.CC 728]73 Sworn to and subscribed before me this day of llPeison,lyknown��en _ 0. ARY PUB F rARr o My Lamm ['ate. / 6/8Qf12 w 0 PUBLIC A No.OP 728173 4'(PMs-n ;Known I 1 Othea 1.D. Dac#,%&4284842 Book. 8 5 MIN. RETURN Page: 1122 Filed & Recorded PHONE # a' NOTICE OF COMMENCEMENT 12/12/2000 01:13:16 PK HENRY W COOK CLERK CIRCUIT COURT N DUVAL COUNTY pq $TO WHOM-IT MAY CONCERN: TRU5T FUND 1.00 COPY FEE f 1.00 *{ I CERTIFY $ 1.00 W The undersigned hereby informs all concerned that improvements will be 4WARPcertain$ 5.00 Q1 real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description Cf Property Y ),0 Gct m oGeneral Description of Improveme s l�1,� W Owner o v.)so Address: 1,�` vJ Si t,� cj Owner's interest in site of improvements: 1 Fee Simple Title Holder(if other than owner) Name_ Address —•tr-\ - Contractor`�t Address �J'2 Surety (if any) Address u o I F L Amount of Bond $ 0 . 5 Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name —Y\ �a --o Address--v-1 p, - In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name S ` —Q Address: U , ' Owner Sworn to and subscribed before me this 1 y' day ofv� C, IdoEy Publiji ��pF F�Qp LISA M.TEWS-NEWSOME N P elic a My Comm Exp.3/26/2002 No.CC 728173 1 1 Personally Known v6th.I.D. AA11��a#s�,c /CITY OF Office of B ding Official Q REQUEST FO INSPECTION Date / V Permit No. Time A.M. Received P.M. /669, I,Lv(S s t (J r CT . "(3 Job Address Locality Owner's Name .S NS O �`� Contractor LIC0 a"CAC �NCLO,C V(tr=S BUILDING CONCC RETE ELECTRICAL PLUMBING MECHANICAL Framing Elog Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made Inspector r' Final Inspection n Certificate of Occupancy ❑ Date H A MAP SHOWING BOUNDARY SURVEY OF LOT 128, SELVA LINKSIDE UNIT 2, AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 85B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JAMES WALTER JOHNSON AND MICHELLE E. JOHNSON SUNTRUST BANK NORTH FLORIDA N.A. STEWART TITLE GUARANTY COMPANY RECEIV RICHARD T. MOREHEAD, P.A. A.. DEC 12 2000 LINKSIDE COURT NORTCity of ®t AtipAntic Beech (50.0' RIGHT OF WAY) abiigilE , o fiil10 N 89'26'00" E 41.34' (PLAT) X01 �Q1 N 8913'09" E o O 41.32' (MEASURED) FOUND IRN PIPE '3 G� G� FOUND 1/2' REDAR STAMPED 1/2-FOUND 6209 CROWS' a� ,`'�`• ��•�`, NO IDENTIFICATION .S 00'53'27" E ,4.z' 6.6 36.99' (MEASURED) S 00'34'00" E 37.00' (PLAT) ' N 88'50'07" E SET NAIL AND DISC ° .. r STAMPED 'ACM LB 6702' 'i '�''•' -i°',' �`.? 10.78 \MEASURED) N 89'26'00" E COVERED 11.00' (PLAT) ^ 28.6' (_7 EN1T1Y ,� '4.0' FOUND 1/2' REBAR ry NO IDENTIFICATION Q f- e FOUND 1/2' REBAR J I NO IDENTIFICATION o 04 I ONE STORY BUILDING 0O v LON I MASONRY & FRAME LOT 129 U � o NO POSTED ;t O E0 U I R Q vi I ``'af 33 I t � Y 't w a t S In c J J 00 I x 37.3' M w o z 00 O I x LOT 128 o oN in Z � I q- LID y L0� ltt��tlyyluN( yPeeuleeA' � FOUND 1/2' REBAR p r� NOT READABLE FD 1/2- REBAR NO r1DENTIRCATION 0.6' S 8916'05" W 78.02' (MEAS S '26'00" W 78.00' (PLAT) ,ITY ;O,FBL41IANTIC BEACH I6UILDING OFFIC5 ?R Noor"E DEC 1 Z 0 C,\i• ON\NAb ti�N�NG 0 LOT 127 N QV' � NOTES: ACCEPTED BY: LEGEND: j a _ aenu is —X— = FFNCF ROp/CaC E�vCcos�REs,N� CYSMM P00C AMOSIMS r/ACAVOWICCE QEAC#,, fCOR/DA • 904-241-2298 1 CB COSB355 l� l ��/lv�A S��ee.� ti• c1©sem ' °t y- Z�3 2�3 Q` z ►� Z f r4✓ 4, iffy ,,OF ATLANTIC BEACN VUIL.DING OFFICE ti� t G°� SoO� i" b�CS �r S � ' ZO �'o�YlSOY1 3`' C�wl�,os�v Zi U4S C�rCo�1 Sc�rt�v� SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" LW SLAB ON GRADE OR FOR MAX. RAISED FOOTING = UPRIGHT (SEE DETAILS FOR LENGTH 1"x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS RQQQM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 SOLID ROOF SIZE BEAM AND UPRIGHTS O.H. EXISTING STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW= LOAD WIDTH L- P VARIES TYPICAL SCREEN / GLASS ROOM NOTES. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1"x 2"TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2" WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + 0.H. SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2" S.M.S, INTO SCREW BASS (2)#10 x 1 1/2" S. M. S. INTO ANGLE CLIPS MAY BE SCREW BOSS SUBSTITUTED FOR INTERNAL SCREW SYSTEMS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH ------- MIN.INTO SCREW #1 SCREW BOSSS.M.S. POST AND 24" O.C. MAX. MIN, 3-1/2" SLAB 2500 PSI 1"x 2" EXTRUSION CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2" x 2" OR 2" x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OF POST 0 o HEADER BEAM ANCHOR 1"x 2" CHANNEL TO o 0 CONCRETE WITH 1/4'x — H-BAR OR GUSSET PLATE 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. MIN. (4)#10 x 1/2" S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 1"x 2" EXTRUSION 0 0 MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR • ' 1-1/8" MIN. IN CONCRETE FIBER MESH • • VAPOR BARRIER UNDER CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4388,SOUTH DAYTONA,FL 32121 TELEPHONE(904)787-4774 FAX(904)787.8558 SEAL PAGE p © COPYRIGHT 2000 3-U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED 'ALL WALL THREAD' OR THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE 'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24" O.C. MAX. AND LOAD BEARING BRICK WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" in STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH � 1"WIDE x 0.063" STRAP @ V x 2" AND ROWLOCK INTO N Z EACH POST FROM POST TO FIRST COURSE OF BRICKS FOOTING W/ (2)#10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO 00 ( SLAB OR FOOTING 4" (NOMINAL) PATIO " CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER 6 x 6 - 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#50 BAR CONT, BEFORE SLOPE N (1)#50 BAR CONT. • • � , M c r– �/• —_III—�I I—I I 8" TYPE I TYPE II,. TYPE III FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)7678556 SEAL PAGE @ COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH I 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH 1 150 MPH Applied Load 17#/Sq. Ft20#/Sq.Ft24#/Sq. Ft28#ISq. Ft 32#ISq.Ft 37 Sq. Ft Load Width 3 x 2"x 0.045" 5' 6'-6" 6'-0" 5'-6" 5'-1" 4'-9" 4'-5" 6' 5'-11' 5-6" 5'-0" 4'-8" 4'-4" 4'-0" 7' 5'-6" 5'-1" 4'-B" 4'-4" 31-11" 3'-9" 8' 5'-1' 4'-9" 4'-4" 4'-0" 3'-9" 3'-6" 9' 4'-10" 4'-6" 4'-1" 3'-10" 3'-6" 3'-3" 10' 4'-7" 4'-3" 3'-11" 3'-7" 3'-4" 3'-1" 11' 4'-4' 4'-1" 3'-9" 3'-5" 3'-2" 1 2'-11" 12' 4'-2" 3'-ti" 3'-7" 1 3'-3" 3'-1" 2'-10" Load Width 2"x 3"x 0.045" 5' 6'-9" 1 6'-3" 5'-9" 5'-3" 4'-11" 4'-7" 6' 6'-2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5'-4" 4'-11" 4'-6" 4'-2" 3'-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" 3'-11" 3'-8" 3'-5" 10' 4'-9" 4'-5" 4'-1" 3'-9" 3'-6., 3-3„ 11' 4'-6" 4'-2" 3'-10" 3'-7" 3'-4" 1 3'-1" 12' 4'-4" 4'-0" 3'-8" 3'-5" 3'-2" 1 2'-11" Load Width 1 2"x 4"x 0.050" 51 10'-1" 9'-5" 8'-7" 7'-11" 7'-4" 6'-11" 6' 1 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 1 6'-3" 7' 8'-7' 7'-11" 7'-3" 6'-9" 6'-3" 5'-10" 8' 7'-11" 7'-5" 1 6'-10" 1 6-3" 5'-10" 5'-5" 9' 7'-6" 7'-0" 6-5" 5'-11" 5'-6" 5'-2" 10' 7'-2' 6'-8" 6'-1' F-7" 5'-3" 4'-10" 11' 6'-10" 6'-4" 5'-10" 5'4" 4'-11" 4'-8" 12' 6'-6" 1 '-1' 5'-7" 5'-2" 4'-9" 4'-5- Note: Giass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional frarrling is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 130 M.P.H. 1 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq.Ft. 9#/S .Ft. 10#/Sq. Ft.1 12#/S .Ft. 15#IS . Ft. 16#/Sq. Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11" 48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" 7'-5" 54" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6'-11" 60" 9'-8" 9'-0" 8'-3' 7'-7" 6'-11" 6'-7" 66" 9'-3" 8'-7" T-11" 7'-3" 6'-8" 6'-4" 72" 8'-10" 8'-3" 7'-7" 6'-11" 6'-4" 6'-0" 78" 8'-6" 7'-11" 7'-3" 6'-8" 6-1" 84" 8'-2" 7'-7" 7'-0" 6'-5" 5'-10" 5'-7" 90" 7'-11' T-4" 6'-9" 6-2" 5'-8" 5'-5" 2"x 3"x 0.045" Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 1 120 M.P.H. 1 130 M.P.H. 1 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq.Ft. 12#/Sq.Ft. 15#/Sq. Ft. 16#/Sq. Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'-4" 10'-4" 9'-6" 9'-0" 48" 1 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5- 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'4" 7'-11" 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" 7'-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 7'-7" 7'-2" 72" 10'-1" 9'-5" 8'-8" 7'-11" 7-3" 6'-10" 78" 9'-8" 9'-0" 8'-4" 7'-7" 6-11" 6'-7" 84" 9'4" 8'-8" 7'-11" 7'-4" 6'-8" 6'-4" 90" 9'-0" 8'-5" 7'-9" 7'-1" 6-6" 6'-2" 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 130 M.P.H. 1 140 M.P.H. 1 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/S . Ft. 12#/Sq.-Ft. 15 t. 16#/Sq. Ft. 36" 19'-7" 18'-2" 16'-9" 15'-4" 14'-0" 13'-4" 42" 18'-1" 16'-10" 15'-6" 14'-2" 12'-11" 1Z-4- 48" 16'-11" 15'-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4" 66" 14'-5" 13'-5" 12'-4" 11'-4" 10'-4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6" 9'-1" 84" 12'-10" 11'-11" 10'-11" 10'-0" 9'-2" 8'-9" 90" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10 Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width'W'(See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side, extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNET7,P.E 3-2 SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER (3)#8 SCREWS PER PAN SEALANT WITH 1" MINIMUM #8 x 1/2" S.M.S. (3) PER PAN EMBEDMENT INTO FASCIA THROUGH PAN BOXED END (BOTTOM)AND (1) @RISER (TOP) /� HEADER (SEE NOTE BELOW) ROOF PANEL Z = QW #10 x 1-1/2" S.M.S. (1) PER #8 x 1/2" S.M.S. (3) PER PAN RAFTER OR TRUSS TAIL (BOTTOM)AND (1) @RISER #10 x 3/4" S.M.S. @ 12" O.C. (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2" S.M.S. (3) PER PAN 1/4" x 1-1/4"TAP-CON ANCHOR (BOTTOM)AND (1) @ RISER OR EQUAL @ 24" O.C. FOR (TOP) WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. HEADER (SEE NOTE BELOW) ROOF PANEL uJ J = QW O EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1) @ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES; ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH#8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR#8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 0 co ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7.3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1# Density 3"x 48"x 0.024"Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings KH. 2 plied OverhangCondition Wind Applied 0 erhan Condition Road NONE V.0" T-O" T-0" Region Load NONE V-0" T-O" 3'-0" 10217 16'4" 16'-5" 16'-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 1100 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3"1204 13'-11" 1 '-014'-5" 15-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 13028 12'-10" 12'-11" 13-5" 14-2" 130 M.P.H. 48 10'-0" 10'14032 11'-11" 12'-1" 12'-7" 13'-4" 140 M.P.H. 56 9'-3" 9'-6" 10'-1" 11'-1" 15037 11'-1"111'-3" 1 7n- 12'-7" 150 M.P.H. 64 8'-8" 8'-11" 9'-7" 10'-7" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings I Enclosed Buildings Wind Applied Overhang Condition I Wind Applied Overhang Condition Region Load NONE V-0" 1 2'-0" 3'-0" Re ion Load NONE V-0" 1 2'-0" 3'-0" 102 M.P.H. 17 17'-11" 18'-0" 18'4" 18'-11" 102 M.P.H. 30 13'-9" 13--11-114-4- 14'-11" 110 M.P.H. 20 16'-8" 16'-9" 17'-1" 17'-8" 110 M.P.H. 35 12'-9" 12'-11" 13'-4" 14'-1" 120 M.P.H. 24 15'-3" 15'-4" 15'-9" 16'-5" 120 M.P.H. 41 11'-8" 11'-10" 12'-4" 13'-2" 130 M.P.H. 28 14'-1" 14'-3" 14'-8" 15'-4" 130 M.P.H. 48 10'-10" 10'-11" 11'-6" 12'4" 140 M.P.H. 32 13'-1" 13'-2" 13'-8" 14'-4" 140 M.P.H. 56 10'-0" 10'-3" 10'-9" 11'-8" 150 M.P.H. 37 12'-2" 12'-4" 12'-10" 13'-7" 150 M.P.H. 64 9' 11'-1" 5"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied 0 erhang Condition Wind Applied Overhang Condition Region Load NONE V-0" 1 2'-0" 3'-0" Region Load NONE 1%0" 1 2'-0" 3'-0" 102 M.P.H. 17 20'-2" 20'-4" 20'-7" 21'-1" 102 M.P.H. 30 15'-5" 164" 15-11" 164" 110 M.P.H. 20 18'-9" 18'-10" 19'-2" 19'-8" 110 M.P.H. 35 14'-4" 14'-6" 14'-11" 15'-6" 120 M.P.H. 24 17'-2" 17'-4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2" 13'-3" 13'-9" 14'-5" 130 M.P.H. 28 15'-11" 16-0" 16'-4" 16-11" 130 M.P.H. 48 12'-2" 12'-3" 12'-9" 13'-6- 140 M.P.H. 32 r 14'-9" 14'-10" 15-3" 15'-11" 140 M.P.H. 56 11'-3" 11'-5" 11'-11" 12'-9" 150 M.P.H. 37 113'9" 13'-11" 14'4" 15'-0" 150 M.P.H. 64 1 10'-6" 10'-8" 11'-3" 12'-1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind N20 0 erhan Condition Wind Applied Overhan Condition Region NONE V-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" T-0" 102 M.P.H. 22'-3" 22'-4" 22'-7" 23'-1" 102 M.P.H. 30 16'-11" 17'-1" 17'-6" 18'-0" 110 M.P.H. 20'-8" 20'-9" 21'-1" 21'-6" 110 M.P.H. 35 15'-9" 15'-11" 16'-3" 16'-1120 M.P.H. 18'-11" 19'-1" 19'-4" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 15'-0" 15'-8" 130 M.P.H. 17'-6" 17'-7" 17'-11" 18'-6" 130 M.P.H. 48 13'-4" 13'-6" 13'-11" 14'-8" 140 M.P.H. 16'-3" 16'-4" 16'-9" 17'-4" 140 M.P.H. 56 12'-5" 12'-7"1 13'-0" 13'-9" 150 M.P.H. 1 37 1 15'-2" 15'-3" 15'-8" 16'-4"1 150 M.P.H. 1 64 1 11'4" 11'-9" 12'-3" IT-0- N otes: 3'-0"Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. EmETRIS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER-DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG. FL 34789-5008 P.O.BOX 436B,SOUTH DAYTONA,FL 32121 TEL: (352) 787-4000 FAX: (352) 787-6031 TELEPHONE(904)767-4774 NATIONAL: 1-800-342-3622 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-27 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21397 Address: 1664 LINKSIDE COURT NORTH Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):128 Block: 2 Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: QWNER INFORMATION Date Issued: 2/05/2001 Name: JOHNSON, WALT AND MICHELLE Total Fees: 25.00 Address: 1664 LINKSIDE COURT NORTH Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/05/2001 Phone: (000)000-0000 Work Desc: WIRE FOR WELL PUMP CONTRA S APPLACAN FEES BILL THOMPSON ELECTRIC CO, INC PERMIT 25.00 � s . ... specUlons-Rai FINAL ELECTRIC 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,- �' ;-Z '(/I ') e5.88 14 ATLANTIC BEACH BUILDI G DEPT. Date: 2/85/61 81 Receipt: 8831693 CHECKS 3297 CITY OF ATLANTIC BEACH, FLORIDA wp«�r.oPr APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: l IMPORTANT NOTICE. IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCONDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCE 3`ON ECECTRIC�CO.;t. P. 0. BOX 3Sp150 e,�. l�1� '2bl ATLANTIC BEACH, FL 32233.0150 TJJICAL M: J i/_AN .11 qld?NAT"l'lRE- 00" NAME JDtwsoo ADDRESS: 160(04--- bzl l RFO �X BLOC.SIZE BETWEEN: Rf.&( 1 AFT. ( I comm. ( I PUBLIC ( I INDUS. ( I NEW ( I OLD ( i REW.I I ADDITION( I TRAILER 1 I TEMP. ( ► SIGNS 1 1 -SQ. FT. SERVICE: NEW( I INCREASE ( I REPAIR ( I _FEE ND CTOR SIZE AMPS COPPER t ALUM. (- 1 SWITCtj OR KER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE Z bCU AMPS PH 3 W Z 4aLT RACEWAY FEEDERS NO. SIZE NO. SIZE. NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES I I CONCEALEDOPEN _ TOTAL 0 30 AMP* V �1 100 �- SWITCHEB INCANDESCENT FLUORESCENT &M.V. FIXED I 0-too APPLIANCE9 BE LL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTOR:: AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PNS NO H.P. VOLTAGE PHS MISCELLANEOUS , TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. KVA I N0. IKVA- NO. NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASH!- EACH SIGN CITY OF Office of Building Official f fir. REQUEST FOR INSPECTIO ' Date Permit No�' Time A.M. Received �/-Z7� Y Jo ddress _j ` ality Na er's � Nam � ontractor BUI CONCRETE ELECTRICAL ' PLUMBING MECHANICAL min Footing ❑ inng ❑i Rough Air Gond.c Re Roofing F-, Slab ❑ Temp Pole ❑ Top Out Heating Insulation C-1Lintel ❑ Final ElSewer ❑ Fire Place 110Pre Fab READY FOR INSPECTION DMMon. Tues. Wed. Thurs. Friday __A.M. Inspectio;�� ` 0 PM. or _ Inallnspectio ,r t'�t dclak'J'„ , Date Ins — - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5W PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 21385 Address: 1664 LINKSIDE COURT NORTH Permit Type: WELL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):128 Block: 2 Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2001 Name: JOHNSON, WALT AND MICHELLE Total Fees: 20.00 Address: 1664 LINKSIDE COURT NORTH Amount Paid: 20.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/02/2001 Phone: (000)000-0000 Work Desc: SHALLOW WELL FOR IRRIGATION/FEE DOUBLED/WORK COMMENCED PRIOR TO PEI CONTRA Sr �NpjxN PEES AMERICAN WELL& IRRIGATION INC PERMIT 20.00 rM. sIp!!@!0ons-RVW 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. i -7 128.88 14 ATLANTIC BEACH BUILDING DEPT. Dite: 2/62/81 81 Receipt= 8831156 CHECKS 56M Fm sio.no APMICATICN FOR M1 PElOnT CITY OF ATIAMC BEACH PROPERTY a44ER Name:_firL I.t. . Lksan Day Fhcne 2`1 "12: rb Address c W� lj Yl M( U L �4 � �V - Zip 31-n-- APFLICANT, IF MUM TITAN aMM Nam: Ai C.i /W . ric Day Phone L[j Address, ALdfilo, � _ Zig -SZZ3?j JOB j Address or Location: Legal Description: Is well to be used for drinking purposes? �d Any person, individual, corrmration or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, waist first obtain a bacteriological test report fr m. the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach, A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: Si a Date ►� a T da ��`1�►�� 1�� e Southern S� , h the Sectio1,10 3$of the compliance wtit ,s of �i nt to the req this structur he following• ued pursua time of issu or us F° certificate iss that at the nstruety0n parmc co This cle certify ung B ing build. -Ice 1d9 � Building�°finances regulating z * ^`q '`p�stactt3i us or Prre tai var'0 ( _' °A use r W6ca1`°0 Type�astr '1 o GrOuPcaldy `tai)^ h+ a�trg .. 0y owletp1 gud s pate C 6u �dres pNSP1CVQVS P� ' 4 pltie�1 Post guild�n9 MAP SHOWNG BOUNDARY SURVEY OF LOT _ BLOCK AS SHOWN ON MAP OF vA L/NK;fAajr GfN/T 2 AS RECORDED IN PLAT BOOK 47 PAGES 9s"856 OF THE CURRENT PUBM RECORDS OF DUVAL CO., PLA. FOR: CEAirEX N01WE5 CORP NOTE: BEAPJNGS SHOWN ti AW BAS9) ON THE ABOVE ME4110NED PLAT. MOTs: Afeywr0A/5AM5AVp11V 3:(/.l�-3g) AV� .WSPM M MOMA144 Q OVMC Xf4f/CA4 DAA S-r--4 .. I-bo 2 1994 ( 50' RIGNr - OF- WAY Building and Zoning t�0 a�, .2� 03 A, P C. 41- 34' 99 �9 �� • P' k^ N 227 65 o . Cot Oa�aEre e oawE .` 4 P T t 4 Q I S�•�' 7.♦• N u h ``1 � •.�1�' ari /-5raowy fRAA e � �rl�rc^, yr 3 N Q l OIVEtLtN6 »� ~ g Nti O go .• �c Q O A/W.NOON !H(68) l• , � 2,•/ 372 �\ i �,14�C•. .a �C:�`�-tavtasra ` hA7Y4' ;c i AIC.,sic as. i 78. 00' Al 89 ' 24=00 E 1- 0 7 /27 CITY OF Office of Building Official _ REQUEST FOR INSPECTIONJ3 Date Permit No. k Time �i A.M. Received P Job e s 41, 1o 41ity Owner's 7 Name ✓ Contractor 4' UILDI CONCRETE ELECTRICALY�UMN!SfG_` MECHANICA' Fr rntt --- Footing Rough Wiring Re Roofing Slab Temp Pole -. Top Out Heating Insulation _ Lintel Final - Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs -� Friday,,, PM tel` lnspectior,Made — spectcr_ Final Inspection 9.GGISAar�eq Date ,Q v 1119 CITY OF lgeac,,4-4;k"* Office of Building Official REQUEST FOR INSPECTION Date Permit No. 55 7e Time A.M. Received 16 PM. � ,.-� ,/ ` � jo'bAddress ca Ity Owner's Name .,------,�ontractor BUILDING CONCRETE ECT PLUMBING MECHANICAL Framing Footing E. Rough Wiring Rough Air Cond. & Re Rooting E Slab I- Temp Pole E Top Out Heating Insulation Lintel L „Lin I Beyer Fire Place Pre Fab READY FOR INSPECTION fi Mon, Tues, ` Friday Inspection Made PM, nspectot Final Inspecti Certificate of�Clp-ncy Date C171' OF 1j&6,.ed& f6k--97 Office of Building Official p� REQUEST FOR INSPECTION Date `� —_ Permit No. Time r j� A.M. Received ._ y / P.M. �y Job Addfess Locality Owner's Name __Contractor BUILDING CONCRETE ELECTRICAL PLUt�!Blfd k1ECHANICAL Framing - Footing Rough Wiring - Rough _ Air Cond. & Re Roofing _ Slab Temp Pole Top Out Heating Insulation _. Lintel Final C' Fire Place Pre Fab READY FOR INSPECTION A Mon. Tues (�"ed Thurs. Friday --F Inspection Made __ _�� Fina! Inspection Certificate of Occupancy Date l Offics_= of building Official / REQUEST FOR INSPECTION Date_� !/—� Permit hdo. 8501;7 501 Time A.M. Received — P".M�p-�'�� Job dress - Lo Owner's Name �_,_. Contractor U NG CO 'CRETE ELECTRICAL PLUM ING MECHANICAL Framing _ Footing Rough Wiring Rough L Air Cond. & Re Roofing _ Slab Temp PoleT p Out Heating Insulation Lintei Final L Sewer Fire Place _ /\ Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday_ P. �. A.M. Inspection. Made —_— P.M. Final Inspection L T Certificate of Occupancy L Date CITY Of: Office of Building Official REQUEST FOR INSPECTION Datej - _ Permit No. " Time / �. A.M. Received _P.M. b Address lity Owner' ��°�1 Name Contractor 8111'LDING CONCRETE ELECTRiCk� PL M8W It3G �� Footing u — wugh Cond.& Re Roofing _ Slab TTei Top Out Heating insulation Lintel Final Sewer ire Place Pre Fab READY FOR INSPECTION _ Tues. Wed. Thurs. q M A.M. inspection,Made ___ _ _ Final Inspection nspector �•� ,a z._ _..c Certificate of Occupancy �3 r to Date _� CITY OF r�G�t�ctle �'iact! — �Grreala NO SEMINOLE ROAD ATLANTIC KACH,FLORIDA 32233-5445 TELEPHONE("d)2/7-5100 FAX("W)2I7-5M NOTICE TO: Water Department FROM: Building Department DATE: �) 8 - g (/ 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 S' rely, f Building Department DATE: _T— PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE: SATISFACTORY: FF-70 , 166 - -- --- -- ----&_ aQ t--------------------------- 1 ------ ------------------------------------------------- 1 ------ ------------------------------------------------- 1 ------ ------------------------------------------------- Enclosed are the blue copies of the permits. S ELY, 6UILDIN INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: 8 -/ 1 -9 The following permits have passed "rough" inspection: Permit No. Address 8�, 43 /30 - Rnxxbc r m&mxxexxx=x*txkue*x=pAxmxeafxxktexp=xubtm. Please update your records accordingly. DThanju, c(4 BUILDING CLERK CITY OF ATLANTIC BEACH /vcb • S ii PSR-38", DEPART#AENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION --------- Permit Numb z: 8861 A e M, 1,664LINRSIDE COURT 'NORTH' Fermit Type: MECHANICAL ATLAN "IC' BRACH . FLORIDA 3121 4' �, -o ' Work. NEW ------------ LEGAL DESCRIPTION --- C' nz 1µr `Type: WOOD FRAME Lot ., B 1 ac,? S�rI a�r ' r . . Pr-aP o M e d Use� ' S I SE SLE FA I L' Township'. RNG Ct i r 1!in g5, I Code: O 1"ubdi i sion ° SEL A LINKS IIE #2 Et . Value, + Improv. Cost : Tlo ill: fee.01 $47 .00 i is taiS*1 D r � 7/29/94 j €;rk, D TRAL HEAD' AND AIR IN NEW' T OLE P`1�i.�f l T�'',� RESIDENCE F <.,r o.° :a ATION: r,..-°rwAPPLICATION FEES n r " PERMIT $47 .00. A d CI w �, IDE COURT NORTH WATER IMPACT FEE to.00 CH, FLOP�L' � � � p, :� ImfAcr ryFEE � �#�If 5 SO Jtm S �'" ,1 DON —00 NFORI AT 3N RADON CAB SQ.` I AIs# N AT & AIaCAP ITAI, IHPROVE. $0 .00 SEWER ;,TAS..; JACK ILI�E, FL 32,157 CROSS CONNECTION $0 . 00 .. io OC CSA _ Type, 0 SEC :H IMPACT PEE � , C ?NST SURCHARGE °`V S ► f � { NOTES. i i i i NOTICE--ALL CONCRETE FQIRMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING l PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT,BE PLACED IN PUBLIC SPACE,AND MUST BE CLAED UR AND HAULED AWAIT BY EITHER CONTRACTOR OR OWNER "1=AILURE Td COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING Il1�PROV MENTS." ISSUED ACCO RDINq TO APPROVED-PLANS WHICH ARE PART 01+ THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF,APPLICASLE PROVISIONS Df LAW. a OOIJ000if00 t1l $47.0014 . TLA 'TIC BEACH BUILDING:DEPARTMENT $,dei 7/29/94 01 ice: 11070h E� t' 8EB8 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH F f6 /ATLANTIC 13EACH, FLORIDA 3!133 APPLICATION FOR MECHANICAL- PERMIT CA' L'L.IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II.,III, and IV, LOCATION Street Address: OF Intersecting Stra s: I tweert �(� And BUILDING L--a t II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work at described in the above statement we herebyogre• to wlc• teid -o-s W41% the attacl�d plans end specifications which •r• • pert hero( and ;n accordance w;tn the City of JacksonvXa o,di-a ces s-a of good practice listed therein. Nanta ct rA•ch•oical Master ton f � Contractor (►riot) � j'1 � / Alcester Nante •( Property Own � w . Sigasture of Owner Signature of w Ae1h•ri ed Agent Architect or Engineer III. GENERAL INFORMATION A. Typ• heating fuel; B. IS OTHER CONSTRUCTION BEIN D ON ric THIS SUILOING OR SITE t ❑ Gas—❑ LP ❑ Natural ❑ Centra)Utility ❑ Oi If YES, GIVE NUMIDER C H3viUCT10N i� PERMIT ❑ Other Sp.cify IV. LOCNANWAL EOUI►IAENT TO /E INSTALLED NATO OF WORK Iid ►re. •Complete IW Of compoMab h on aci of Mi_form) Residential or (J Commercial All" /C]1 Haat O Span Q Recessed 7Gntti( O Flow "w Building �r Consldlioainq: O RoomCentral ❑ Existing Building 1 ( li System: Atat•ria ff�lk � New R placement of existing System Atasimum capacity t�f mInstallation(No system previously installed) ❑ RefrigerisHoa ❑ Extension or add-on to existing system O Other — Specify O C00169tower: Capacitytl•P • ❑ Fire tprioU•rs: Number of haat -- O Eiewtw ❑ tbalih [Q Es"Istor.._�_Itwmbwl O GasoRaa pumpit (number) THIS SPACE FOR OFFICE USE ONLY (Ree•irod) ❑ Tams (avmbarj Remoris ❑ LPG coater (twmber) ❑ Uokvd ps esvr•voaset (3 Seiikwa Permit Approved by Das. O QAw — Specify Permit Few LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION I QUIPIIENT Irhmaber VnlbDefcrlption 31061 Number manutacbmit, caftisA) w�P r U. r` CITY OF , •, Office of Building Official C' REQUEST FOR INSPECTION Y Cate y VPermit No. Time / /1 A.M. ReceivedC✓ P.M. Job ress orality Owner's Name ELo Contractor _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing __ Footing Rough Wiring Air Cond.8 Re Roofing Slab Temp Pole Top Out L Heating Insulation _ Lintel Final Sewer C Fire Place Pre Fab REAINSPECTION A.M. Mon. Tues. Thurs. Friday P.M. A.M. Inspection Made Inspector - m. Final Inspection C ` Certificate of Occupancy G Date CITY OF Office of Building Official l REQUEST FOR INSPECTION g.. Oe 43 Hater` �� ` Permit No.Time r CVA.M. Received P V 1 Job Addr l Cality Owner's Name Contractor Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing _ Rough Wiring _ augh Air Cond.& C Re Roofing Slab F, Temp Pole Top Out C Heating Insulation G lintel Final _ Sewer Fire Place G Pre Fab READY FOR INSPECTION OMW Tues. Wed. Thurs. Friday Inspection MadePM Inspector Final Inspection E Certificate of Occupancy C Date OF ADDITIONS or • • • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETE The following additions or corrections sho I be made before the job will be accepted j 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 additionsor corrections have been made,cbll� Building De artment for an inspection. Field Inspectors are in the office from - t( to Monday through Friday. PLUMBINGD� EtEc BLDG B-4 PRESS HARD-USE BALL POINT PEN C� of of eoR vos a�QUE Polo No. D?ti oa BANG �ta�9 o*p FabFirapta o O� pre A M. b Wtt1n9 r, � a< 4.0, 0*(%et ��✓ G��a� teK+4 F«daY �UU.0111C opi�n9 . pp ppA�NSpECt4�� Fra as tfie ,�aa. t,«°fl Pn utallo� c_( Finat tes °t °°uReCY 'Cues_ tl CQ�t�t�cuta 0 ORtc; CITY OF ATLANTIC BEACH, FLORIDA a APProwdby APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�_,•.•.8^• 42 _194.z 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. a , �oeco ELECTRICAL FIRM: MASTER ELECTRICIAN NAME, �N `X_ fJl1'7E.S_ ADDRESS: RFD BOX BLDG.SIZE BETWEEN: RES. APT.I ) COMM.*( ) PUBLIC.( ) INDUS.( ) NEW OLD I 1 REW.( ) ADDITION( ) TRAILER( ) TEMP.I ) SIGNS I ) SO.FT. SERVICE: NEWX INCREASE I ) REPAIR ( 1 FEE CONDUCTOR SIZE 7n AMPS 150 COPPER I ALUM. MTCH OR BREAKER AMPS PH WN- 4)VOLT RACEWAY EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. ]1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, ov`a APPLIANCES EiELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: WHEAT O.1 OVER MOTORS H.P. VOLTAGE PHS NO. III,P. VOLTAGE PHS 8812 PSR,3W DEPARTMENT OF BUILDING' CITY OF ATLANTIC SEACH - PMIT INIg'f RMR"TII t TM.�.�.. --- LOCATION INF'ORNATIC)�T wsµw ryr w.w ' Vexmit Number" I S2 Address., 1664 , LINKSIDE COURT Perm t. Typ P' DMBINC� ATL IETI BRACH PLOMA ; as$ Idro I � _ LEGAL IESCRIPCIN ,. _ ,. Catr.> T WOOD I*R +iME Lo. m I B' I ATt:. C 5I1�GLE FAMILY Tcx� Ia iia t rop ANG. O I. Code:? TI Subdivision: SELVA LINKSIDt t2 ted value: � . Improv Cos : 0 00 Tota l F Ams E £� D a Wr D UNSING : IN NEW NOME PTT ON � �� r o� APPLICATIONPEES .� r F'ERHI` S �DI Adel` " 4 IISIT; DRIVE I~tl3Tfi WATER IMPACT FEE �. O r16 S IMpA F'EE s �$ TAV r . a* a�«"� »�t,'}fro g `SSP a�a ��yy �e " %-ca ' RLADOlh AS-H s R s S. kt` T+FORMAT ON _ _ RADON CAB' 5 Ne; G R FLIJMEI �f CAPITAL IMPROVE. Adr0 A� ., L SEWER .TAF QAC I LLE, FLA. 2 210 ,.. CROSS CONNECTION D DCI LC1'k a OFC Type*: SCACT .D " COST,SRC`TIAROE 0 ! NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERvIIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 ''FAjLUAE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULTIN. THEE PROPERTY OWNER, PAYING TWICE FOR BUILDING IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR IOLAfION 0FAPPLICABLE PROVISIONS OFLAW. AtLANTIOPSEACH BUILDING DEPARTMENT Bate:: IIW/% 01 Rcpt tf W79 B rpt" 1y CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT bN*sidee1A . JOB LOCATION: - /`-� ----------- DON HARRIS PLUMBING CO. PLUMBING CONTRACTOR:---------------- �- -14- �------------------------- JACKSONVILLE, 6=L, 322 , F � - 0191 LICENSE NUMB 5:--- -------- ----- -TgNT-77 -0-910- -OWNER ---- -�--- -- - -------------- -------0-9---------- BUILDING CONTRACTOR: TYPE OF BUILDING: ------L-` _�� '_____SHOWERS SINKS ____ __LAVATORY ___IWATER HEATERS ____BATH TUBS ___ ------- URINALS �___DISHWASHERS URINALS __________DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER ---------- ---------- V TOTAL FIXTURE COUNT ------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.;: - p�4 SpARTAIIENT OF OUI , "Id, 1t� �I�R�9 0ITY.OF"ATLANTIt'�.6gAd "�'�?, , Alt: 85E7 Address: 16,64 LIN, S4 Itt L Permit Types: BUILDING, ATL�NT I'C BEA s Rx�A a la'sla'szA Of Work: NEW _,. __- LEt3AL DEOCRIPTIO t ...... . .�� 1 "oasts.. Type: WOOD FRAME Lc�412E - 13Iock: eci >,: ` Prc�P is SINGLE FANNY Towrnship* �1'IQ: 0 } i i in"s Subdivision SEL TA LINICSI'IIE k ,;Est mated 'Value: S9 fl87 .Ot} �tal ee : . $2545. 22 Arnr�t� Ia21�45» 22 { LA k � SIN0LE FANltLY RESII3 OE PER PLANS - - Us? 1`523 r R o rk, .� ` If N 'r . .." .`APPLICATION STATEy �� PERMIT dc31: s : LCAT IpRIVE SFTIi NAT IMPACT, SEE $4O.Q0 FEE t a mTXT 0' FL 2;2 RADON OAS-11.RS, $7 , 24 r - - `` O 10 �'1" 'RADON CAE N RE ESTiT .. CAPITAL IMPROVE. 5325,0.13 A; :L,`1 Will LL,Et 'L 221 CROi�'.a�'` 009NECTION $35 .00 L CO . 34 Type= 54 SEC R IMPACT, 'EE �va 00 p� 'k > x z M y NOTICE--ALL Ct NCRETE-FORMS AND MOTO# MUST BE NSPECT�D BEFORE POURING PERMIT VOID SIX MdNTHS AFTER DATE OF ISSUE `6 k �1kDING3 MATERIAL,RUBBISH AND DEBRIS FROM THISIWORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE LE�sRED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER k rlLURE TQ COMPLY WITH THE MECHANICS' LIEN LAW CAN. RESULT IN E ' ` C}PEiTY UWNER PAYING TWEE FC3R BUILC1l1 11UIPI"iVE1E�IT$:' j tow" IBStlED ACCQRDIN{i TE2;APPROVED PLANS WHICH ARE PART Df THIS PERMIT AND SUBJECT TO REVOCATION.FOR 1�11D1 AT10N'OF APPLICABLE PROVISIONS OF LAW. Y $ Ti, T1Ck�,. 11ILDING DE ARTMENT hate a12 / 0 6tCpt: + I h4 ROPERTYCITY OF ? .pESCRIPTION rgtl�G Geac! - �lozcda _ot �►-1 ?'_---Block •__,_,,,___Section I___ "� [ 9sr'"'�•;w'" �! e:. TIG OCEAN BOULEVARD P.O.BOX 25 ATLA?MC BEACH.FLORIDA 32222 iubdivisions St `vim I -- _ °''f TELEPHONE00/121444% --------------------------- — � 1994 itreet !tamet_ 1 g TION OF WORK sr Address s �+ " �,\ 1�S s {�' ' "� C �� L,� � �.—...—_r_—_—____ If in a FLOOD HA 'lood Zones____ _ area complete page 3. Brief 1 Descriptions S __-�ke- ,___ �" Class of Works [Hew/Remodel/Addition) '` -------------- TONING INFORMATION Trp. of ---- -- -- _-��- • Construction s z i 30t* -- � �` C :cning e� Proposed oistricts.....__Use=� �_ Estimated Yilue B-N................ :xceptions or ariances Oranteds ---------- -----�` - Solid or ------ --------- Filled •T �� Grounds c��_ Root OWNER INFORMATION Method of Meetings C-, Property Owner s(,-%��Et Phones-Z q`--- �•� I Address - .� ---- Zips �C7 -------- --------------- CONTRACTOR INFORMATION Contractors--------------- ------ Mailing Phones--------- / C Addressi Zips__ n 4 �``��, cc Expiration License Numbers �+ »__..1.C._ --------------- Dates___-_--_____-- I NtRtsT CCRTIFY THAT I NAT[ RtAD ANO CXANINCD MIS APPLICATION AND RNCW THE SANE TO It -TRUE AND CORRtCT. ALL "OVISIONS OF TNR LAMS AND ORDINANCES GOVERNING THIS TTPE OF WORK WILL RC " CONPLICO YITN, WHUTN[R 8rr=rItD MERLIN OR NOT. TN[ GRANT NO OF A ►[KNIT 00[4 MOT 1RE:UnC TO AMS OIV[ AUTHORITY TO VIOLA Tt OR CANCtL TN VISIONS Or..-•ANY FEDERAL. STATE OR LOCAL RULZS. � y�+7ltyjf♦. REGULATIONS. ORDINANCM OR an S IN ANY A=NC . INC NO THE OOVERNINO Or CONSTRUCTION OR TNC PERFORMANCE OF CONSTRUCTION OF TNt /1I0f CT. U NO THAT THE ISSUANCE Or THIS ►EwNtt 15 CONTIMOCNT UPON TNt ANOYt INFORMATION LINO TR AM CO 'CCT AND THAT TNS-PLANS AND SU►/ORTIwG /•t- . DATA HAVE BEEN OR SHALL Nt MOVIOtD A 0 �l.t Owner Signature -- __-- _ __---Date------- -A- Contractor �__ Contraat.sx Si nature _ ___Date--_--------- Rt NAN CIA%.PRINTING O'.aWl'W✓ tD N N ut�ce nF Commencement (►RVA1l[ IN DU►LICATt) QI To whom it may concein: G The undersigned hereby informs you that improvements will be made to certain real property, and in p accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTICE V) OF COMMENCEMENT. IX p, h Description of property _ �~_ _f---<1------�P_� ___ _�S Z___, According to plat thereof recorded in _plat-book-�4 pages 00 8fB - - ----- ----- --- f D-u-v--al County Florida.ida.------- ofthe urent bic recoo NGeneral description of improvements ---------------------------------------------------------------------, �4 Construction of Single Family Residence with Garage on concrete slab Q ---------------------------------------•-------------•------------------------- ----------------------------- 4j Centex Real Estate Corporation C Owner ------------------------------------------------ --------------- ,� -•-- -------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 0' Address ------------ ------------------------------------------------------ • p p Owner's interest in site of the improvement -_-Fee--Slm-------------------------------------------------------- ------------------------------------------- to o Fee Simple Title holder (if other than owner) ------------------------------, N �D Name ----------------------------------- ----------------..,.------------------------------------------------ b Address x contractor _ same as owner ------------------------------------------------------------------------------------------------ h Address 4jSurety (if any) -------------------------------------------------------------------------------------------- Addiess ------------------------------------------------- -Amount of bond $- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------• Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor'y Notlu as provided in Section 713.06 [2J [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------- -------------- -- -- --------- --------------_ AAt�rnaa Y�i — — 3 70(� 370 6 x`706 � CITY OF ATLANTIC asUM F MIT CALCULATION SURIT (o(o Address Date `-T— 3 Heated Square Footage @ $ 5-9-00 er sq ft = $ 8�'C-96_ Garage/Shed $ /Q.04 per sq ft = $, 8 . 2 gCJ Carport/Porch — S�—e $0.06per sq ft = $ 6/ Deck I— @ $ per sq ft = $ O Patio sz ® $ CZ) per sq ft = $ TOTAL VALUATION: syg. ®�7 90S? '�1&0 `0 v $ '2(60 ,moo Total` Valuation 1st $,�D�„r�V 00 Remaining Value $ per thousand o portion thereof TOTAL BUILDING FEE $ 00 + 1/2 Filing Fee 0. 00— ( i ) • o( i ) Fireplaces @ $15.00 $ !d•Oa BUILDING PERMIT FEE $ 70S-.0 o _ WATER IMPACT FEE $ ,o i SEWER IMPACT FEE $ /'� sb •00 WATER METER/TAP $ RK-.60 CAPITAL IMPROVEMENT $_ -:2S O n SEWER TAP $ -0 (/S;0) RADON (HRS) .0050 $ '2-,;W 38 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ 0 CROSS CONNECTION $ 36",00 (/51�) SURCHARGE .0050 $ �-7k OTHER $ GRAND TOTAL DOE $ 'o a ` ADDITIONAL, PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: FLOODPLAZN DEVELOPMENT ZNFORMATZON Type of Developments____ Flood -------------------- Required Lowest Floor Elevations_ Zf building is located within a flood hazard zone, a survey must be wade AFTER THE BLAB UAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATZOM is equal to or above the boor flood elevation established for that zone. No final inspection will be gado and no oertiticate of occupancy will be issued until the survey is on "file with the Building Department. COMMENTSs Applicant Acknowledgessents Y understand that the issuance of this permit is contingent upon the • above information being correct and that the plans and supporting data have been or shall be provided as requiredo t agree to comply with all applicable provisions of Ordinance Mo. 23-7-11 an 1 other laws or ordinances affecting the proposed develop t. Date_ 6: T_Applicant•s Signature__ -------------------------------------------r-------- Department Use Riquired Lowest Floor Elevation — _ _ Aq Built Lowest Floor Elevation ----------------- Survey Filed with Building Department -__________ Building Departruent-Representative • page 3 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) J 2 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) r LAVATORY (1) 1 COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) I DISHWASHER (2) 2- WASH SINK EACH SET OF FAUCETS (2) U KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) O BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) 1—URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) r LAVATORY, BARBER/BEAUTY ' ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) d LAVATORY, SURGEONS (2) JACUZZI (2) 6 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ �3 0 , JOB INFORMATION_j �C f 11U(,(f/ 0/Z ��• /S Q CITY OF n 1 I Office of Building Official REQUEST FOR INSPECTION g�otv1 Date �l Permit No. Time A.M. Received P. Job Addre L cality Owner'S Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring oug Air Cond.& G Re Rooting Slab Temp Pole _ Top Out Heating Insulation G Lintel Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. Wed. Th urs. Friday tnspection Made P M Inspector Final Inspection ❑ Certificate of Occupancy E: Date -- —— r ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98.9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------ ------ HEATING SYSTEM. . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. / 1 builder Address: L `i/1'fj a. �I �•7 NS ignature: Date: City/zip �A/✓� r G 16 "r1 3*2- 33 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 128 Selva Linksi BUILDER: Centex AND ADDRESS: 1664 Linkside Ct N PERMITTING ICLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_I 21_1 31,�J OWNER: Centex PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1523.00 6. Predominant eave overhang ( ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 171.40sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0. 00 , 165 . 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1132 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11. 00, 125.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1523.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.87 a. Total As-Built points 19a. 31892 .28 b. Total Base points 19b. 32256.80 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: 4 compliance in accordance with Section DATE: - - 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: / 9 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 128 Selva Linksi BUILDER: Centex AND ADDRESS: 1664 Linkside Ct N PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 31 OWNER: Centex PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area ( sq.ft. ) 5. 1523.00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 171.40sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 165.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1132 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 125.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1523.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13 . Type: Central A/C SEER: 10. 00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6 .80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98. 87 a. Total As-Built points 19a. 31892 .28 b. Total Base points 19b. 32256.80 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 41 - - 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: w e�;� BUILDING OFFICIAL: DATE: _ / -9 DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK -------------------------------- PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610 . 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- NE 22 .00 65 . 8 1447 .6 DBL CLR NE 22 .0 57 .7 .94 1186.9 E 32 .00 65 . 8 2105.6 DBL CLR E 28. 0 79.7 .94 2108.9 DBL CLR E 4 . 0 79.7 .94 301.3 SE 22 .00 65.8 1447 .6 DBL CLR SE 22 .0 79. 1 .93 1609.7 S 23 .40 65.8 1539 .7 DBL CLR S 11.7 66.2 .90 698.4 DBL CLR S 11.7 66.2 .90 698.4 W 72 .00 65 . 8 4737 .6 DBL CLR W 15. 0 79.7 .94 1129.7 DBL CLR W 15.0 79.7 .94 1129.7 DBL CLR W 42 .0 79.7 .94 3163.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,523.00 171.40 1.333 11,278. 12 15,032 .01 12,026.24 ------------------------------ NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- 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 11.0 125.0 .70 87 .5 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21 .0 4 . 10 86. 1 CEILINGS------------- UA 1523 . 0 .6 913.8 Under Attic 30.0 1523.0 . 60 913.8 FLOORS--------------- Slb 165.0 -37 .0 -6105.0 Slab-on-Grade . 0 165.0 -41.20 -6798.0 INFILTRATION--------- 1523.0 8.0 12184 . 0 Practice #2 1523.0 8.00 12184 .0 ----------------------------------------- TOTAL SUMMER POINTS 23,259.21 20,424 .04 ------------- -------------------------------------- TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 23,259.21 .37 8,605.91 1 20,424 .04 1.00 1.070 . 340 .860 6,390.03 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- NE 22 .00 -10 . 6 -233.2 DBL CLR NE 22 .0 4 .6 1. 16 117.7 E 32 .00 -10.6 -339.2 DBL CLR E 28. 0 -9.2 .84 -215.5 DBL CLR E 4 .0 -9.2 .84 -30.8 SE 22 .00 -10.6 -233 .2 DBL CLR SE 22 .0 -22 .7 .93 -461.9 S 23.40 -10.6 -248.0 DBL CLR S 11.7 -28.4 .96 -317 .9 DBL CLR S 11.7 -28.4 .96 -317 .9 W 72. 00 -10 .6 -763.2 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 42 .0 -9.2 .84 -323.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,523.00 171.40 1.333 -1,816.84 -2,421.57 1 -1,780.50 ------------------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1132 .0 2 .2 2490 .4 Ext Wood Frame 11.0 1132 .0 3. 70 4188.4 Adj 125.0 3.6 450.0 Adj Wood Frame 11.0 125.0 3.60 450.0 DOORS---------------- Ext 21 .0 12 . 3 258 .3 Ext Insulated 21.0 8.40 176.4 CEILINGS------------- UA 1523.0 1 .2 1827 .6 Under Attic 30.0 1523.0 1.20 1827 .6 FLOORS--------------- Slb 165.0 8. 9 1468.5 Slab-on-Grade .0 165.0 18.80 3102 .0 INFILTRATION--------- 1523.0 7 .4 11270.2 Practice #2 1523.0 7 .40 11270.2 -------------------------------------- TOTAL WINTER POINTS 15, 343.43 19,234 . 10 ---------------------------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,343 .43 .55 8,438.89 1 19,234 . 10 1.00 1 . 070 .500 1.000 10,290.24 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 4 3803.0 15,212 .00 50 .88 1.000 3803.0 1.00 15,212.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT --------------------- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8605.9 8438.9 15212. 0 32,256.80 6390.0 10290.2 15212 .0 31,892 .28 ***************** * EPI = 98.87 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) -------------------------------------------------------- NAME :Lot 128 Selva Linkside 2 ADDRESS : 1664 Linkside Ct N CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1523 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22721.05 STRUCTURE SENSIBLE 13928.45 MECH.VENT- 100 Cfm 2090.00 SENS. + MECH.VENT : 16018.45 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3600.00 DUCT LOSS 1136.05 DUCT GAIN 1961 .84 TOTAL LOSS/BTUH 23857 . 10 TOTAL SENSIBLE 21580.29 TOTAL LATENT 8024 .76 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4771.42 20% SENS.OVRSZE FTR: 4316.06 ACTUAL + 20% OVERSIZE: 28628.52 ISENS. + 20% OVERSIZE: 25896. 35 -------------------------------- ----------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- South Double Clr Drapes/Blinds 1 11.70 339.30 292.50 South Double Clr Drapes/Blinds 1 11.70 339.30 292 .50 East Double Clr Drapes/Blinds 1 28.00 812 .00 1288.00 East Double Clr Drapes/Blinds 1 4 .00 116.00 184 .00 Northeast Double Clr Drapes/Blinds 1 22 .00 638.00 726.00 Southeast Double Clr Drapes/Blinds 1 22 .00 638 .00 902 .00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 42 .00 1218.00 1932.00 Infiltration : Winter Htm ( 28.73 ) x 171.40 4924 .32 Infiltration : Summer Htm ( 6.98 ) x 171.40 1196.37 --------- --------- --------- Window Frame : Metal SUBTOTALS: 171.40 9894 .92 8193.37 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1132 .00 4075.20 2830.00 Wood Stud - Adj . 11 125.00 450.00 212 .50 SUBTOTALS: 1257 .00 4525.20 3042.50 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Infiltration :Winter Htm( 28.73 ) x 21.00 603.33 Infiltration :Summer Htm( 6.98 ) x 21.00 146.58 --------- --------- --------- SUBTOTALS: 21.00 975 . 03 255.78 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1523.00 1979.90 2436.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 165.00 Lin.Ft. 5346.00 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22721.05 19618.45 ------------------------------------------------------------------------------- C LJ m ll'OM32lI� z r� 0 o 0 o Lq' -{ w ZS'6 l 9q'L£ LS'bZ £t'Z l tJ ZZ-== ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M. ADDRESS: 1664 LINKSIDE CT. N. GRADE TYPE: a COMMUNITY:S E LVA LINKSIDE SOD: 5735 sq.ft. LOT: 128 UNIT 2 13 pallets DWG.: 1 2 8 S L2 . D W G FENCE: 1 12 eitex Homes DATE: 6/14/94 FLATWK: 1085 NORTH FLORIDA DIVISION DRAWN BY:A.E.L. FNDTN. TYPE: stem SCALE: 1" = 20.00' 1/4"=.02' Linkside Coui 1/2"=.04' 3/4!'=.06' 1"=.08' 1 -1/.4"=.10' 1-1/2"=.12' 1 -3/4��_.14� (12.8) 2 -.16 2-1/4!'=.18' 2_1/2"=.20' 2-3/4 =.22' 3„=.25' 3-1/4"=.27' 3-1/2"=.29' / 3-3/4!'=.31' 4"=.33' 4-1/4"=.35' O ' 4-1/2"=.37 28.92 3/0 4-3/4:'=.39' - 5"=.41' I 5-1/4"=.43' ------ __5-15-1 /2"=.45' 5-3/4!'=.47' O w 6"=.50' (� 6-1/4"=.52' j 3706 6-1/2"=.54' N I 2 CAR GA 6-3/4 =.56 7"=.58' ,� I F.F.ELEV = 7-1/4"=.60' 07 7-1/2"=.62' 7-3/4:'=.64' 29. 1 8"=.6 6' 8-1/4"=.68' J OIl`Od ,g x S 8-1/2"=.70, ,,0 t X,ZI avd 0/1 8-3/4"=.72' bo IIIN 9"=.75' o7 9-1/4"=.77' E 9-1/2"=.79' 9-3/4!'=.81' (13.1) 29.50 48 10"=.83' r r 10-1/4:'=.8 5' 10-1/2"=.87' 10-3/4!'=.89' 1 1"=.91' 1 1 -1/4!'=.93' 1 1 -1/2"=.95' 1 1 -3/4"=.97' TRUE TRUSS, INC. 10411 Alta Drive TRUE TRUSS Jacksonville, Florida 32226 (904) 757-7500 FAX (904) 757-7336 April 2, 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1. ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3 . ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets 'Wind Speed Requirements up to 110 mph. 4 . ) "L" or "T" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the. Trusses being installed on a specific job. If in doubt as to the Application of these Specification's, contact True Truss, Inc. at (904) 757-7500. — QUALITY TRUSSES AT AFFORDABLE PRICES — -TFWSS SPECIFICAT'ONS FOR M� t .........................,................ S are ed above. These seer{whosle seal is nam of b1e charge of the Prutessof the Flo Department cuss spec{flcation onsi jor the Project nd R are a list oft ter 471 a umbers listed below Ve been prepared under the resp Then lth and h ordance with Florida Statute Chap attached this I Chapter 21H-23. atei on this egU18 !onset in ter \ Professional Res 1 of 2 1o61 2 11 � 2of2 1b61 z 1 1 0 q. to t '9 .Q ti i t ' �`V' FRED 'E�•• CLINKER SMALL of Or INNS 3AEC10,110 NININAAN 444E5, 01 COIPNECTOR RATES SHALL BE INSTALLED SYNNEIRICAL0 DM St THIS DESIGN IS APPLICABLE 10 SI%AltR Sart)NRTSSES OF SP[CJtS, ANA MAAIMIPN NOISTIAE CONTEINI, 04$MR THAT INC JOINT, IDENTICAL LOA01040 Am ewsluAA110N, tAi INS.,..,, IS Or NIGNNCP ALLONAIN,E SIMS$VALVES, AI.L VALUES UStO 6) 100 CNGPID S/LiCLS AN HOT PECON OWO TO OC" SO) TK TOP C14M SMALL BE LAtIPA"T 6PACEO EIINEA 41 1!9' It"POP 041/P— FOR"614"*At EASED ON The LATEST EDITION 0r IN[MA. OIPECILY ABOVE A BOTTOM CNNORO SPLICE, 41IN.I SMEAIH1t4 OR bRAClbO NEWCRS PALED At 2'•O'O.C, CURRENT TPI BRAC04 rr— TTONNAt. DESIGN STANOAROS PUSLIWO BY IK NATIONAL 71 V-1W APPNOYAL KA40M IAC 21,024 MA ICB 1014 SIKC (MAX.). 45) tn(S DESIGN COFOORNS TO Ctf t.., rOAE51 PROdrtIS ASSOCIATION. I2EL, OKA 1111E 06-126 111 THE BOTTOM C"DA0 SMALL OE LAIERALLV BNNACED MICA 01 11014 FOR METAL PLATE MNANECTEo RU00,....-. t) I-IS WSW$15/AK0 ON CLAAT CONNECTOR PLATES¢4Y, 6) THIS IRLSSS MAS BEEN DESIGNED POA IHE LOAGIMG SHOW 1/1'IMIN,) OMYNALL OR EAACIIN6 NEAAEAS SPACED At 19'-0' WALIIV STANCAROS FOR TRNBSCS. 91 C**4004 PLATES SUES ARI EASED ON AXIAL rows 014Y, ON 11413 DAMNS, IMSTALLATIOM AND USE SMALL COrOAM O.0 (MAX.), 161 NO MEMOCA OF INE TRUSS NAY 6I CUT OR MWIFIEO IN ANNV N... A) C*I.ECIOR PLAIE SIIIS ARE GIV(N ED DEG. AXIS by 0 DED. MIIM THIS OESION, 111 11EIICAIES BEA4IIA7 LOCATIOW AXIS LVER 6V MOR11 1. =D= -Odd Neo Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION & LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .19', Index-.335, (111072) -PLATE TWTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total Load Deflection of .261% Index-,307, (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses • i tio PL t I i u"I in X In In I i In \ x 14' tH rid Inm ro rI m v m V ErI 1Vl 1h 1Yl R IYI R=1016 rn R=2016 13.51 13.51 16-l1�i2 TP-29.5' PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -504 0 2309 3560 4110 3926 3023 1359 PLATE TYPE: O,C, SPACING LOADING (PSF) TC Lt1NaER2-4x2 #'2 Ds SP DESCAIPTIO14 16'11-314' GARAGE HEADER -2000 2-0-0 40 LL TC1O BC LUMBER 1-02 #2 DS SP ENO. FOR: ETA. IzTLOLL Tc 0 zees TRUE TRUSS INC. CE Program 4x2 t3 SP PROJECT:. MASTER - oAT�6 OCT 1992 sclh N LANBER SMALL BE OF 111E SPECIFIED MINIMUM OAAOES. 61 CONNECTOR PLATES'SMALL At INSTALLED VM44EIRICALLY ONE 91 THIS OESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of 131 30' INDICATES LATERAL BRACING MENKA t1YA YIN.1 SPECIES. u0 MAA INUN MOISTURE CONTENT. OR SUCH THAT THE JOINT. ]OENNICAL LOADIP46 AND C0101"Al1FAC 141 INSTALLATION AND EMCTION OF TNS 1AUSS, PEAMutNI. ANO IS Of nIGHEP ALLOWABLE SIRESS VALUES. ALL VALUES USED N TOP CHORD SPLICES AAE NOT RECOMMENDED 10 OCCUR 101 THE LOP CHORD SMALL RE LAHPALLV &RACED EITHER SY 1/6' 1fW'GAPf BRACING SHOULD ME DONE IN ACCORDANCE Mlln FOR DESIGN ARE BASED ON THE LATEST EDITION OF IK NA- DIRECTLY ABOVE A NOTION CNOD SPLICE. MINJ SMEATNING&R SPACING MEMBERS SPACED At 3'-0' O.C. CWRENI IPE BRACING ND ERECTION PUM1CAIIONS. .. TIDAL DESIGN STANDARDS POSLILEO ST INE NATIONAL 71 V-2000 APPROVAL MPDEft UNC BUR. FMA ICS 1014. SBCC (MAY.). 151 THIS DESIGN COMDw6 10 CURRENT IPI DESIGN SPECIfICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-124 111 71E BOTTOM CHORD(MALL RE LATERALLY BRACED EITHER SY 1106 FOR METAL PLATE CONBECIEO WOOD TRUSSES ArD 11 THIS DESIGN IS BASED Of CLARY CONNECTOR PLATES ONLY. 01 THIS TARS HAS SEEN DESIGNED FOA THE LOADING SHOWN 1/2'MIM.) DRVMALL OR BRACING MEMBERS SPACED AT SO'-0' DUALITY STANDARDS FOR TRUSSES. 31 COIBECIOR PLATES SIZES ARE BASSO Of AXIAL fOACES ONLY. ON THIS DRAMINO. INSTALLATION MD USE SHALL COFWN D.0 (MAY.). 16) 100 MENSEA OF THE TRUSS MAY BE CUT OR MODIFIED IN A11Y MAY. Al COPIECIOR PLATE SIZES ARE GIVEN BO DEO. AY1S BV 0 DEO. MIT"THIS DESIGN. 121 ® 111DICAIES NEARING LOCATION. AILS tVEP. OV nOPII I. -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel f4. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximum Live Load Deflection of .234'. Index-.414, (L/871) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximum Total Load Deflection of .322% Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - 1 175 PL M to l0 III X X X X to In in t0 In X x x x x x x x x x x x x ` to fi to (V to CU to tU in CV In nl t0 14' \ - ton to t° n 01 X x x x x x to t0 In U7 In In t0 R=1568 In to P-1568 (3.5) 13.51 16-11-12 TP-31` l0 PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280-..-2280 -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1533 2553 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 , -249 2653 -1533 OT 0 3916 6083 6798 6083 3916 0 CLARY A Ofvi21641 Of PLATE TYPE; O.C. SPACING LOADING (PSF) TC LUMBER2-4x2 /2 DS SP DESCRIPTION 16.11-3/4' GARAGE HEADER A ti ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 40 1801 S. GREAT SOUTHWEST PKWY, 5 0 LL TC1Q BC L1NtBER2-4X2 02 OS SP ENG. FOR EN B 0 GRAM PRAIRIE. TX 75051 OL TC 0 TRUE TRUSS INC. S�OUNiCE Program 12141 660-3940 LL SC WEBS 4X2 i3 SP OL a- MEMBER TRUSS PLATE INSTITUTE 1122 $1 33X YOTAZ55 PROJECT; MASTER - °ATF06 EXCEPT AS MAY BE NOTED OCT 1992 scfh ).•uV.S)R Lwt 9l fN tttl SPIL040 LV II1.•t1A ryt.11(5 SIt11'r4L10HPtAI(S$ItAIIBE11ISIMl113$11•MA(IN"tV011•MY �•9I(111SIRSKJIISA411fA0t(i05110R1(RSPRII INISS(501 o f �-MpMtA!1lIN(RµLWC16 LVI-14111m Lmll SVl t l j AtN)1.IA•tt,Y x!I.U'N%fUM t fMlllbl M14r'tl lltAI Itp 1941 1011111(1.4 10A1RIIG Alk t:I11MNkAMN11 111 OtAlA11 AIRXI AI•U I R(C)ILTi p UII)I41j3)'(IN.1M41,1 AIA) 44.11..":,.pN,al ':,:•tl tiltu;;v«„1'..411=41X-.!.1'1 G.UP t•flat;ACUS Art IAA WOMAN IXXO IO f31:0111 WjI1K liWC/0111511.41 Of IAll IWIYOltY.it11111gR0Y19' :14.•IfNNaYnIlA1'I.C.wo4R061 I1(114 111 Atl1opws.1 y:•II! I to.IN h.'.Alr !U•.;1 '•1'•{1.11:11!:tltlal M 1”(14- i).f4 CITY 40141 A&M 111A(10M f.14 rA ItAM1)1!p))IN:X:tin NifUoi V1 LCY IIS SI{A;lU Al Ilk"OC 1411114•.{111 GAK116 MIR 14001 NO*IGLINM.S INN/A1 •9%4).;Ikki+.«,ri•'441111141.U V. I14 •."'1 %1 V:Yt¢•AIM'0?:AI lit"NR5 UK'2112 II.A ICA 2U" %Kc /MAXI ISI tori 143rX,tf«Ataa•4S 10 G11U4'il 111101 SW:1 Vt•:r kit 11.111•;!.{I.l•.411 A:!A1l'AIA"I !,1 II.7a►41 060 11)111(VAR I(AAC111rr)St4Atl N I allwAt Y IMUI(t1t III tit Ut 19041 1.14 L11 IW P.A11(ARPd Ll(II VA/X1 I:r1>.I:i XYI 21 lot, 11'.NY1h0:1U-let-*I-I'i C•:IYdt 01114 Ml% !*A., A.:Iw, MKS ltAS 01(U IX'S4140 ONO 110 INDINU$110414 1•7'U•WOIOIItYM!I Ilk NUt:MIC►4 M14 NS 9%:1 U At W U' tX0A tli 1WAMWt!111411W15(S 31ClrodC11411101%rohS8-RIIXAU1M1i.,tlSllfill 1tWiURAYRtRlri5tAl1A1:011A110115(ShAttCtWMORM OC 11441X1 161fA/Lv16,11fItIN114S11N«;S CLAY oft:MffN.I.I;A'MIItUitoViy 11 Ctk.IddlW A•II :.,15 Ant'&114 4141 Loll; 0*Of U iN G Yn Ill toils 11(5•d71 121 YaAf )AIS PA R 111 1114112 1 IN LIEU OF A SINC,Ll? LA'TIsI2AL BRACE A 2X4 BRACT? MAY BE USED AS SIIOMM IN SECTION 8-s. ATTACH BRACH WI711 110D CC HON NAILS AT 6" O.C. . 7110 BRACE' SIIALL BE WE SMIE M113M GRADE OR B3111w2 THAN 1I113 LUMBER GRADE OF 71113 WEB BEING BRACED. DO NOT SPLIT LAMER WHEN ATTACI I I NG BRACE. 2X4 WEE MR\AB&Z SECTION B-B Q 2x4 WEB MEMBER S 2z4 'L' BRACE of ZX4f1 T"GRACE ''�' .�ttttitltitlililfll{t�� LATERAL BRACE ---� e 3 ZZ D 1 SEE ENGINEERED HAVING FOR t FLATE 511ES AND LOCATIONS LOADING AND STRESS DURAT16K SPACING ANDACTUAL TRUSSES LUMBER TfPE _ 'fZE V :� �2�n� -2-92 MAIL IYPE SPACING-OC.M•x. IOADWG 1C LUMBER SEE DE$Cp1°t�" OPTIONAL 'L' BRACE DETAIL ��I L9-�10 V-2000 11 Ic � OC LUMBER ENGINEERED CLARY CORPORATION of Ic f w HAVING (NG(� CLARY ING for �f�V�l a t y.1 SU.tn l,alAl SOY h.w15I►wail').. yt Npt"of MAIL AMA ♦rIC►.Stt It RC \( PSI Yr10S 4Nwap►nw MA 11aAS luo'l ► - � / w..' J err --. --- - Ir Lvr4t- S--LL EE Or I..E S-ECif3tO rU1iw-M GAADEL 51 C21A4tIOR RAPES SHALL OE UISIALLED S.w.EIAIULLI OI 101 ALL 111151211 CHORD-EHOt*S ASS'.%40 10 SE COIIIIAJO'SLI 139 / iIGIC.Its LATE-AL SPKtI1G Haw s n•4.1,1.1SPECIES. AILD 126 NA.INUA HOISIIPT t01ItNAI, OR SVCH THAT THE JON11. BRACED 01 EI1NE6!.'S- MLM PL•-WOCD SHEAIHPO. 1/2• 141 1141ALLAII01 310 EIECTI611 OF THE IRUlS. P[RwnEUt, .4 is Of wIGHCP ALLOwA1AC SIPES$1ALUES. ALL VALUES VSEO 4 iN CYTONS SPLICES AK NOT KCOwEHOED 10 OCRII IHIM DPYNALL OP SPACING HENBTPS SPACES 10' O.C. wAAI. 19K%09Y11 SPACING sww,LD K 004 EN A0001OA1Ct rltw " TOP OCS104 Apt IASto 01 THE LATEST 9011101 of THE HA. OIKCTLV A6S1t A SOITON CHORD SPLICE. NLESL NOTED OT EPNISE. CUPPEHT IPI SPACING ANO[KCt1O1 PUSLICATtOIK. 1101-AL "SIGN St AINPOS P60LISICO 01 1K I"TIONAL :1 Y-2000 APPIIVAL MMKSS: LOC 2342. FnA ICO 2014 S6CC 111 ALL COHPKSSI0H C.GIa KWPS ASVmHEO 10 SE CON11140JU1151 INIS OCSION COLICA/10 CUPKHT IPI OCSIWI SPCCIFICA- foRESt PPOOUCIS ASSOCIATIOIC 7211. SOCA FILE 96-125 PIACtO/I EIIKS 3/9• I141H.) 01.1100011 SHEATHING. 1/2• 1104 fall KIAL PLATE COMACCIED 9000 IPU"SES u0 21 THIS OEs1011 Is SASED 01 tLAI'1 COAECTON PLAITS OIL/. Of THIS TWA$IAAF SEEN OESIGKO FCA 104 LOADII4 SHOW WIN.) DR"NWALL OR SAACIIG KNOESS SOACEO AT 16• P.C. OUAL1lT 51"GA"FM T"SE5. P COAECIOI PLAITS SI:ES A-E OASEO OI APIAL FAKES OU. 01 THIS DRANIG, N4TALLA1101N YO USE SHALL C0IFOR4 MAT). MLESS NOTto OTHERWISE. 161 NO NEWS fY TK IRWS NAT K CLI on HOOIFIEO 1N me, rkv. Al COA4CIOA PLAIT SIZES ARE CALLEO OJT WIOTH IACNOSS SLOTS) WITH THIS DESIGN 121 ® INDICATES KAIINO LOCAIIOI. ITT SPECIAL HU40LII4 CAPE S-0-A.0 Of LArd11"114 SHIPPING N 6, LIIGIH IAL004 SLOTS) MD I'd 003CI11ATION Of THE 9) 1.1%KSICN IS APPLICABLE 10 SwOP1EP SPAN TPt4SES OF EKCIIOI OF I"SEs SEE w1O-21 f0I KcowKl0Allord ,E Ut1 OUT IS ITL DIPECTILMI Of THE PLATE LENGIrI_ ILKHitcu tDAONG ATO tp1f16L1UTl0l" Z#3SP TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL MODEL CODE: ITANDARD BUILDING (SBCC1 1991) MAX. VEB WIND SPEED 10 MPHH LENGTH MEAN ROOF HEIGHT: 30' L-BRACE (SEE TABLE) 61911 GABLE NOTES: 2X4 WEB 8'S" - THISMAXIDRAWINUM GHISAVALID FOR TRUSS PITCH UP TO 12 IN 12, AND N. 2X6 #2 N SP 1013" - LOADING ND MAXIMUM OVERHANGUPASTPGABLE20f 16'"MOPPOSITEFACE FACEGABLE - TOP DGE OF GABLE TRUSS MUST BE CONNECTED TO PLYWOOD DIAPHRAM SECTION A-A FOR 18 PLF MAXIMUM LATERAL LOADING. FIELD CONNECTIONS BY OTHERS. BOTTOM EDGE OF GABLE MUST BE CONNECTED TO WALL/DIAPHRAM FOR 218 PLF MAXIMUM LATERAL LOADING AND 120 PLF VERTICAL UPLIFT 3", TYP. LOADING. FIELD CONNECTIONS BY OTHERS. 2411 O.C. - "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAN 31711 IN 5 L1O� � TYP. LENGTH SEE l-BRACE TABLE FOS( S1ZE�GRADE OF BRACE. ATjACH Q BRACE fi0 EDGE OF WEB WITH 1 COMM N NAILS SPACED AT SS O.C. 12,MAX.� 5 �Z QP ,� LENGTH, MAXIMUM. BRACE LENGTH MAY BE 6" SHORTER THAN WEB 5� xs,Fr - NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10'10" MAX. ^ 0 10 X5 CF 3F /1,11''f/"' e f I I/ lee, I '♦♦ t i.. I f I ♦♦ i t♦ ! r TYP. 3X5 L-BRACE ON WEBS LONGER THAN 317-1, TYP. (SEE TABLE) 24", MAX. i ```\115111 t f t 1,11 itrl�r/t QA Q�4�i3Q`r'., . TRUSS KAT HAVE CONTINUOUS BEARING. �� k ST CLARY IDIYISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS LIBRAR /,• I IL OwG. 2 ALPINE EI NO PRODUCTS Inc Y.�000 LL TC 30 2X1 /2 N SP ENG. FOR: TRUE TRUSS - 16031 1601 S. GSW PKWYBC LUMBER PROJECT: DATE: 31 mar1993 GRAND PRAIRIE. TiX 75051 7.1 OL TC 15„9 7 2X1 /2 N SP LAYOUT ID: I OF 1214) 660-3940 LL BC 0 OL BC 10 WEBS 2X1 /3 SP ADDRESS: SCALE: MEMBER TRUSS PL ATE INS11TUTE An .w... .1e t ._ HAT DETAILS HAT NOTES: TC LU-BEP.: 2x4 01 SP A. BP.ACE FLAT TOP OF SUPPORT TRUSS WITH: -2X4 CONT144JOIJS LATERAL BRACIIG. AT BC LUI.BER: 2X4 02 SP 24' O.C. SPACUG. ATTACHED TO TOP 12 SIDE OF TOP CHORD PATH 2-16d MALS IN WEBS: 2X.4 TS3 SP � R55X5 EACH TRUSS. OR 2 TO 12 -Dc4 CONT1,1JOUS LATERAL BP.ACIJG. AJ 24' O.C. ATTACHED TO BOTTOII SDE 5X5 OF TOP CHOPD VATH 2-16d N.ALS II EACH TPUSS. BOTTOM CHOPD OF HAT TRUSS MUST PEST DP.ECTLY ON TOP CHORD OF SUPPORT TRUSS (NO GAP). -SECUPE ES OF LATERAL BRACIIG TO 3X5 %y� EMSVEPTCAL WEB A SUTABLE SUPPORT. .�.� SEE NOTE C. -SUPPORT TPUSS MST BE AN&YZED FOR 7 24' O.C. TOP CHORD BP.ACI4G. SEE GENEP.AL NOTE 1. B. SECURE HAT 14 PLU'8 POSITION AID ALIGN IT WITH SUPPORT TRUSS BELOW BEFORE APPLYING ROOF SHEATR ri. 4-Q-L1. t tA,Y.. 2-0- C. VERTICAL WEB- .1. IS 4'0' O.C.MAX_ -WEBS LONGER THAN 7'9' PEOLF.E BP.ACI•IG: -01-JE POW OF Dt4 #2 SPB OP BTR.. CONTMOUS LATEPAL BPACIIG 3X5 2X3. TYP. PER ATTACHED VS. TH 2-8d C04-1`1014 MALS -IX4 •2 SPB T-SPACE. SAME LEIIGTH AS VEPTCAL WEB. ATTACHED PATH 8d COI.1-al MALS AT 6' 0-- D. ATTACH HAT TO StPPORT TPUSS Y,& 13' LENGTH GUSSETS. EACH FACE. SPACED AT 4'0' O.C. I1AX_ 1.1.1-UM HEIGHT OF GUSSET SHALL 00 FPO(l TOP OF HAT'S BOTTOM CHORD TO BOTTOM OF SLFPOPT GUSSETS. SEE 1407E D. TWJSS' TOP CHORD. GUSSETS SHALL BE L•'2' APA PRATED 32/16 EXPOSLPE I PLYWOOD. OP SUPPOPT TM-GS7/15" APA STPL)CTLFAL PRATED OSB. BPACIdG FOP SUPPORT. SEE NOTE A. ``�Lt��ttltfltfJ;tF/rrrl/ ATTACHED TO EACH FACE M1TH Ad COt•I1014 HAUS AT 6' O.C. THP.000HOUT. E. BULDIIG TYPE: EI-CLOSED P.ESDE14TL-.L �� E�' /�'• -DESGl CODE - STAJ•,DAP.D BULDI IG(1908) .A G �, ` ;•. � -Wt D SPEED - w rwH 00 6 -MEAll HEIGHT - 31 FEET Ems' �* , Rev 4-6-m ALF `/ 4 ••- �E NERAL NOTES: n IRIS KSI"is APPLICULt TO 11-mil t t"w MAKES a TKNTIGL LTSADINB TC LL PSF OB• 15830 rrrhtc �� AND PROPORTIONAL CO.IMPATIOt. 30 IntIN1t n LtPatR swLL T or 1.E snCIFFo N1NiNw WOES. t"EGIM ANO TK 14"1 f 111 ALL VERSION CHM WNW"ASSW O 10 K CO INAUILT BRACES OT[IT." TC OL 7 OR 15 PSF OA7E. 23 MAR 1993 CLARY NOiITUE COAIENT, ON OWN)Nn is Runt*►LLO.A"STRESS VAUAl.ALL SPA• AIN PLT.oOD 11 EAl"Im 1/2• OUN ORTNALL OR Im"31 t NENKRt Otsfw T►LIES VATS ISE SASED ON TK IAIEST EDITION or 1.E NInON146 DESIGN SPACES It•6•9.9.MAX. TxEff NOTES 6t)ENIISE. inctriCAISON SO"Otto Co"JOUCna at 1K NAtiOML raESV t.IOOLEtt Ague. IIS ALL C00R.eSIO1 CIORD)ENDERS A6SURES u K CO"ItNNVI.T OWED ST EII ER r IVIS Ksla is TSASlO ON CLART CONNECTOR PLATES 00461. 3/0' 00190.1 PLTBOOTS WA104ML 1/2• WIN.) ORT.ALL ON B"ACINt WOKRS BC OL 10 PSF DRW 1 OF 1 a esteeIon PLATS SITE*ISE 0016 ON AXIAL rtt"eS 00461. SPACED At n•i.e. WAX1, W&Ett 1411E0 OINUNIK. ..y i...1.4 t'i0"..,`I", a) "LOOK OLLSIMCION art S1Ets ISE[ACLS out n.tTSTH TACRsss tl0tst Ato uNStN fA�rtr DltAt[f LLARVAALL LOCATION. Wt/M iImm UXA NIR.) BC LL 0 PSF -ENG GMT $1 Co"ECION RATIS O"'LL K"GIALLETS S`0ETRICALLT ON JDINTIC BOTH rKt$. ).) 3RSfALLAtiON ANI CRICTION Or THE VRML PERMANENT. AND IENPORART"ACINI 47 DR 55 eoI S. Gre6t sovtn.tst PkM 00 /0'"ISO" SP Art wt rtcO»E.om to otaN etrtenr aOSTE Tugs o st IN AceoM to.INV to/TEMP I►1 BRacn.ANO IREcr#on MItERTA. TOT.LO. PSF Y. a Dona CRao l.Lia. is TRS oCW#g tM MOO S OES AS yr otstsN LMANDSCit*I POR,EtAI ^ Grand Pr6I It. TX 75051 n "ISI►AMINAL Kim 0115 "Ssa, 1N1,tog ss)46 ONION TmS. DOA K-)n. ttArE CO.EcrES)roso tawxt uo ouAlnr suNOAwS ra tRytKs, a NOS+RUTS 4 A D U OSm.L C W f V LOAO)Ns tos.N. Nns TSR.+na. to NO tE■elR Or"a nwn wT K tut ON MOTSiPito iN ANT.AT. DUR.FAC. ' jj 121U 660-39 0 )RStALLAtiaN uo ul[LMIL ce.rBnt PITH IRIS octtBN, of S"...106 CARE f.01RA K Tont.SEE •IwRiN46 IRSIALLAtibt ale IMACINC. RTCOMttOAr)ONS ANp CONRENnRt• Mf6•gt)6.t►1. N NEN9ER OF ISE iwss PLACE ifKtltuTE ftPtt. CPAf:TNr. 24 t JACK DETAIL TOP CIIORD 2X'1 SO. PINE N2 11. EXCEPT AS SIIOUH (•.• ) _ 112 HIP OR COMMON TRUSS BOT CIIORD 2X'1 SO. PINE 92 it • (2) 160 TOEHRILS. 7 WEBS 2X4 SO. PINE 13 •• (3) IGD TOENAILS. ! 2' TYP, PROVIDE UPLIFT CONNECTIONS R1 UEARINGS AS INDICATED. e•e OPTIONAL OVERHANG .� 01 tilP TRUSS UPLIFT : 3501 2081 BRG LOC: I f+ UPLIFT BASED Oil 10.0 PSF TOTAL OEi10 LOAD. WINO 7' SPEEDt118 111`1. MEAN II0A17.5 F1. ENCLOSED. (SBC) J3 UINO ANALYSIS ALSO COMPLIES U1111 SOUTH FLORIDA BUILDING CODE FOR 120 MP11 n1+0 30.0 FT. MEAN iIEIGHT. 5' PROVIDE UPLIFT CbNNECTI011S AT OEARINCS AS INDICATED. - J2 7( UPLIFI : SOON 4381 BRG LOC: A ff 3, UPLIFT BASED Oil 10.8 PSF TOTAL DEAD LOAD. WiND J1 SPEEOt128 MPii. MEnii I1GTs22.6 FT. ENCLOSED. (SBC) UIHO A14ALYSIS nLSO COMPLIES UIT11 SOUTH FLORIDA BUILDING CODE 1' JI 2 J3 04 FOR 120 MPH nND 30.0 FT. MEAN HEiGIiT. 1111 ti1PJnCK TOP CHORD LUMBER GRADE (+r+ ) MAX. 11ORMAL MAX. HTPJRCK SOFFIT WEIGHT �.r+*.�..-.� 3'� 5'� ?'� �2' OVERIlnIiG OVERHANG ttilttit;!F! t' TYP. LENCTII LEiiGTii 2 PSF 10 PSF ````��,� R• ,y�i//��' 0-00-00 B-00-00 12 N 12 N i-8G-80 2-01-87 12 N N2 N �j �;' Q+�,.Ft •' 1-09-88 2-05-11 12 12 DENSE ' r I -09-80 2-85-Ii - NI N 2-00-00 2-09-I5 It NI DENSE s4 %�.C'�� 10 l 2. 12 TO �22 ice"' :'F,RjF1i:!s11t:St1�S`1\ 4,se +. 3X4 ' 2X3 ++ OR ++ 3X4. 3X4 SIMPSON TNJRZG MAY BE USED I I 1 ' L+•• 9-10-13 OVER 2 SUPPORTS _ RA4631 ITA 3.58• R&6521 Us 3.56' END RND CORNER JnCKS 111 iFJnCK GENERAL NOTES: m lots mm"Is Ami[AOLi 10 s.mlle Spun haus or luancAL Loaot-a TC LL 30.00 PSF JOB: 16431 u0 RyyC,11CM1 caw lfli SSRI ION. 11 LUNK6 s.MLL aE or I-4%RCCIFIN 0I0111AM Was, vtelt%. uc IOC MAXIMA III ALL it "a"CNG"ICHICAS Afww 10 K Ca1111Ac1aLI WACtO 0/tI1.CN TC OL 7 OR 15 PSF GATE 04/26/93 OC. ARY V1t t11NICM. EAI INCH IMC IS M 01"0 AL10NA11LE f1AE6%VALUtS. alt 7/0' MIN PLWOOO a-4AI-ING. 1/2 MI16 W1"ALL a"ACING■C.sEA%atf1W IWAIS usto Am 0AKII ON tot Mltsf tottte"a 119 Milo-r OCAS" S►Acto N•0'S.A."Ari, ULEA%101!0 e1Ke.nt. aRctl/tcAtlw rW NOW COAsteutllo-H t-4 w1I0Yl roetat Fe004Rta ysoc. ItoKL COWWSSI6N "a Ke6CM A6sac0 to s[caliwalar6eAC[D111[II-4ABC OL 10 PSF DRH 1 OF 1 EMsatsl"Is"See O-CLARI CORHttlee 1LAIES PLY. 3/6' 1MIN 1 FLIN000 WA1.1fa. 1/Y W"I ORI.ALL O.MACH! C.K.Asl CCNKIW KAIES SIZES ARE HSEO ON AXIAL FORCES CLI. NCEO AI is'..6. bun. 1RLESs NGIto 01-4-1 SE.un 1AR011IR,A11 CO.R[pW RLAIE slits Ae(CALtts Out H eto1M 6ACOss ALsrp ARO LEus1" It1 ^ IMICArts SCARING LOCAi1C1.••••1•,e..NAM 1.. 1<A lAlM4 XOISI. isles-I"'Csets Ut-AL MECI1c MtMeE. n.,M17 .1 BC LL PSF -ENG ALF %I CO.ILClr nut%S-LL K I'SlALLte S-MCIAICALLI 6"AIM4 1101-FACES. NI I"sIALLAiON MO tAEtno-W LC fears. 1Ee-ufel, uc It-ON","ACPs 41 OR 55 I6ol S. fit SOVtII-est PION u IW t,meo micts ARE 101 ecco+.Glcto 10 OCCUR mrttiLr ARM 1.oN0 K IN ACCORMAgs oil"C✓.K.r IRI"ACING ARL tACC110"CeI1tA1A. TOT.LO. PSF Y. A Oona C."sRict. IL 1-Is attic"CWORs to CUeet-1 101 atst"sRprl All"rW METAL Gr0n0 Pre lrla. T% )5051 11 r•JO.O AARtOrK.EASE;* NC FSA&. Fw ice tell ret Faso. mxa r•las. Rut CC.RCItO 6000'esus AND SCALE II siAmm"roe Ieussts. u 1.1s+Russ NGS KIPS at6ISAte roll 1-4 LOA011r%.ORM eN TMs oeAX1NG. 161 -e KeotN or 1-t lavas W of M oe 0001.1!0 IM AM Rut, �i1t3.F AC. 1 33 n t 1 1 1211) 660-39.0 tustALIAIIM Ae USE amid e -.1!r-u OFStw .n <...... ..-.... __...... ... .....-.... 'A - -- _ {2� 4 i 4 3c.(r�c� TJ N 3?•0�r{-9 j SPL-4 7-1 I 6r EZ 04R46 "Y �! ( IEAIJ7 t(•tt91VC lr, �SJQ� (1' r✓ � I� I MA*m •9 aPt r i I �• �{- 51�eG z�; 1E1�(2�'•g}N-5 F'Et� TiY a' IEd o o cti4m f1� PWwm 1E+�(t`0�11alD4'RD m I. Do not cat or alter trusses 1 iG V X7+7 without w.riYea permission HANTM from True Truss. L Trusses will be Wit in r - z 2 X 6-8 strict areordarxe Witi this 4 J ?d' IRC7• pt X 18 Iayaut fEA 1410. ABLE —. X �� Approved ay: .............. __. Date: ... EA _ CLAU W— , C(JSTOMER CE LAJO$ NAME 3706, �. —A _t ( � � tali f1kl D+.tt S RUE TRUSS 641.0766'9 I>:A a -rz3- t IMMRTALIT'LVE .55 w ?iQ,r t�rdJ IL D'' ON RECEPTION OF LAYOUT i TRUSSES, ALL FRAKRS i ARE ADVISEOTO CALL TRUE TRUSS FOR DR—G 3?f d FURTHER INSTRUCTIONS REFDRE SETTINS OF TRUSSES. 1 08-05-1993 S 2 Z 1EA N A L Y S Z S Page 1of 1 11:17:46 TRUS JOIST MacMI,LLAN (MAST_siz=S1001) MARK H. ROSE (SO10D) �. Project Name: CENTEX HOMES - PLAN 13706 A 6 B Page Title: GARAGE DOOR HEADER i` ---------- TJSisingT" v3.40 --- Building Code NEA ---------- Type of Sale Distribution ----- 1193040417 -----= Application Deflection Criteria (MR) Member Use.............:. HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top 9lope(in/ft)... 0400 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........ A/A SPECIAL LOADS: Live Load_ Stress Dead Load Width Starting Point to End Add/Repl . 1 ONIP(plf) 350 1331 220 10'- 0.00' 6' 6.00' from Lt Repl 2 ONIF(plf) 240 1331 150 6'- 6.00' 01- 0.00' from Lt Repl 3 CONC(lb) 960 1331 610 61- 6.00' from-Lt -Add 16" TJI (R)/9.6 16'- ----------------------------------------------- S I Z E A N A L Y S I S IMPORTANT.' The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 5091 5091 < 5985 1181 RIGHT end Span 1 under 1331 stress TOTAL Load Noment(ft-lb) 22731 22731 < 26215 1151 MID 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 MID Span 1 under Total Load criteria Span 1 Max. Reaction Total(lb) 4714 5091 U ve(lb) 2895 3125 Assumed Brg. Lengtb(in) 3.00 3.00 Max. Unbraced Length(in) 52 Copyright {" 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Trus Joist MacMillan. TJSizingT" is a trademark of Trus Joist MacMillan. k 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 2111-23. DRAWING NUMBER DATE 14877 1of 4 Re .1 3-25-93 14877 2024 Rev 1 3-25-93 14877 3024 Rev-1 3-25-93 14877 4oQ4 Rev.1 -25-93 14877 5 024 Rev.1 3-25-93 14877 6024 Rev.1 3-25-93 14877 7024 Rey.1 3-25-93 14877 86f24 Rey,1 3-25-93 14877 9024 Rev.1 3-25-93 14877 10024 Rev.1 3-25-93 14877 11024 Rev.1 3-25-93 14877 12024 Rev.1 3-25-93 14877 13of24 Rev.1 3-25-93 14877 14024 Rev 1 3-25-93 ��1:41fIttN)t 14877 15024 Rev.1 3-25-93 •A'''+�4tni�� 14877 16024 Rev.1 3-25-93 14877 17024 Rev.1 3-25-93p. 14877 18024 Rev-1 3-25-93 14877 19024 Rev.1 3- 5-93 # / 14877 20of 4 Rev.1 3-25-93 G, . 14877 21024 Rev.1 3-25-93 4 .1 i f.�� 14877 22of Rev.1 3-25-93 'r, T ;..... 14877 23024 Rev.1 3-25-93 14877 24024 Rev.1 3-25-93 '1' LUNBER SHALL BE OF THE SPECIFIED 11111114JM TPAOES. 51.CONNECTOR PL47ES SHALL BE INSTALLED SNMNEIRICALL( ON 101 ALL TENSION CHORD MEMBERS ASSUMED 1D BE CONTINUOVSLI 131 /' IHGICAIES LATERAL BPACING MEMBER (II4 MIN.; - SPECIES. LI IG 19%MAIIM_iM MOISTURE COfITENT, OR SUCH.THAT THE -10I NT. BRACED By EITHER 3/8" (MIIN PLNWOOD SHEATHING, 1/2' 14) 111STALLATIGII AHG ERECTICA] IF THE TRUSS. PEP A"C"TMIG 35 CF nI GHER ALLOWABLE STRESS 14L ES. ALL IAL UES USED 61 TOP'CHCAD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIH! DRYWALL OR BRACING MEMBERS SPACED 1O' P.C. (MAI,. 1ENPCRAH4 BRACING SHG'JLG BE OONE iN ACCGPGANCE KITH FOP DES13H ARE BASED 011 THE LATEST EOITIGN GF THE HA- DIRECTLY ABOVE.A BOTTOM CHORD SPLICE. UNLESS VOTED OTHERWISE. CURPEIIT TPI BRACING A110 ERECTION PVBLICATIGIIS F . T10NAL DESIGN 5TAf!'ARDS PUBLISHED 81 THE NATIONAL _ 74 .V-2400 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSL1 51 THIS GESIGN CGFJFo RI45 TO CURRENT TPI DESIGN SPECIFICA- ' OREST PRODUCTS ASSOCIATION. - -'7281. SOCA FILE 86-125 SPACED BY EITHER 3/B" MIN.) PLYWOOD SHEATHING. 1/2' 11 GNN5 FGR METAL PLATE CGNNNECTED WOOD TRUSSES ANG 2) THIS DESIC44 15 BASED UI CLAPY CGNIIECTOR PLATES LILY., 8) THIS TRUSS HAS BEEN DESIG14ED FOP THE LOADING SHOWN (MIN.) DR'/WALL OR BRACING MEMBERS SPACED AT 16' -c. DUALITe STANDARDS FOR TRUSSES. 3! 1044NECTOP PLATES 572E5 APE BASED 014 AXIAL FORCES ONLY. (N THIS ORAWIN6.' INSTALLATIGH ANO USE SHALL CONFORM (MAX). UNLESS VOTED OTHERWISE, 16) NO MEMBER OF THE TP'JSS MAO BE CUT OR MODIFIED IN ANO WAN. COINIEC TGR PLATE SIZES }RE CALLED OJTMIGTH ;ACROSS SLOTS) WITH-THIS DESIGN. - 12) INDICATES BEARING LGCATIO14 17) SPECIAL HANOLIIIG CAPE SHOULD BE TAKER OUPING SHIPPING A140 '1 B, LENGTH (ALOt46 SLOTS] ANG'THE DRIEI,TATION OF THE 9) TS DESIGN IS APPLICABLE TO SHORTER 51.11 TRUSSES OF ® EPEC TIGN OF TRUSSES SEE HIB-91 FOR PECOMHENOATIDNS ITZE C 0'T i R CT 1 OF TH P !G W IICAL — AND CONFIGURATION, - CONFIGURATION Al-40 LOADIIIG SPECIFIED Be FABRICATOR ADDITIONAL PLAT114G FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. ANTICIPATED HORIZONTAL NOVENENT UNDER TOTAL LOAD - .299' 2-31-11 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 K 12 o 1839# �2x 3 3+15 I M 1839# (3.5)72% 0 (3,5153% 3x4 i 9x11 3x4' Sx 3x8 Av 3x4 Sxs 1v 20 PLF 3x12 a 2.85 12 2:1-0 4-5-0 5-4-9 5-2-13 5-4-9 6-11-0 7-5-8 i20s 02 i2 02 #2 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 1-4-0 BUILDING IYPE' ENCLOSED RESIDENTIAL 37-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEEG: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Be) area UPLIFT CONNECTION REQUIRED: '7 /,;2"/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 PPS. Maximum deflection occurred 28.8" from the left end of bottom panel 13. Maximum PPLive Load Deflection of ,379" (6/16), Index-.31, (L/1162) K2F 3�1 /n3 �)A Maximum PPTotel Load Deflection of .594" 110/16). Index-.324, (L/742) y �/n19 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SPECS T-8 W ALPINE ENGINEERED PRODUCTS Inc V_ -0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - 2000 2-0 (YJ, .1.801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 �? ,GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #1 DS SP (214) 560-3940. LAYOUT IO: PLAT AR A: GNU-TN -SrL LL 8C 0 WEBS 728 OL 8C 10 2X4 13 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33. - TOTAL 471/8 EXCEPT AS MAY BE NOTED N L046ER SHALL Be OF. THE SPECIFIED MINIW-%GnApES. .51 CONNECTOR PLATE5 SHALL BE 114STALLED S7MMETRICALLV Oil 10) ALL,TENSION CHORD MEMBERS ASSLh4EO TO BE CONTINUOvSL'f 131 0;' INDICATES LATERAL BPACNG MEHBER (1,4 MIH.) SPECIES, ANY)X19%MAI IM_$I MOISTURE C-ONTENT, OR SL4-AF THAT THE JOINT. BRACED Br EITHER 3.'e' iMIIO RVWO.00 SHEATHING. t%2' 141 INSTALLATION ANC ERECTION OF THE TRUSS. PERMAf1EHT. AI4G IS GF HIGHER ALLOWABLE STRESS':ALOES. ALL ':ALUES USED 61 TOP CnOPO SPLICES AM NOT RECOH14EHDEO TO OCC P MINI DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IMAij. TEMPCPAR'i BRACING SHVJLO BE DONE IN ACCORDANCE WITH FOR OESIGN ARE BASEL GI f E LATEST EDITION OF THE NA- 1. QIRECTLV ABOVE A BOTTOM CMDPD SPLICE. LRILESS NOTED OTHERWISE. CUPPENT TPI SPACING AND ERECTION P'_'BLICATIONS. TIONAL CESIGNN_STANC-ARDS PUBLISHED By THE nATIDNNAL 71-,V-2000 APPROVALNLMBEPS: UBC 2342• FnA TCB 2014. SBCC 11) ALL COMPRESSION ChQAO NE14SERS ASSUMED TO BE CONTINuDUSLVIM THIS DESIGN CONFORMS TO CIIPRENT TPI DESIGN SPECIFIC- FOREST FPOCUCTS-ASSOC NATION. - 7251..'SOC4 FILE-66-1125 9RACED eY EITHER 3.9' !HIN.) PLYMOCO SHEATHING, 1.'2' TIONS FOR METAL PLATE CCI4ECTE0 WOOD TRUSSES AND 21 THIS DESIGN IS:BASED ON CLAT( CONNECTOR RATES OLY:: B) THIS TR'.AS.HAS BEEN DESIGNED FOR THE LOAORG SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. WALITV STANDARDS FOP TRUSSES. 3! COnECTOR RATES SIZES LRE BASSO ON A+IAL FORCES-OLY. -.014 THIS ORAMIIG. INSTALLATION AND USE SHALL C014FORM (MAX), f1LESS NOTED OTHERWISE. 16! A 110 MEMBER OF THE TRUSS MAI BE CUT OR 14WIFIED IN N, MAH. 4! CONANECTOO RATE.SIZES APE-CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESISN, 12) INDICATES BEARING LOCATION. 17) SPECIAL HA4DLINO CAPE SHOULD BE TAKEN DURING SHIPPI14G AND Bi LENGTH IALOG SLOTS) A D.THf ORIENTATION.OF THE -'YI TnIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® ETECTIC44 OF TRUSSES. SEE MID-91 FOR RECOMMENDATIONS. A J C014FIGURATIO4 AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 115 RESPONSIBILITY OF FABRICATOR. _ - -THIS TRUSS IS DESIGNED 014LY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PCVDING MUST BE 14ADE MID 115 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP, -ANTICIPATED HQRIZC44TAL MOVEMENT L14DER TOTAL LOAD .544' 2-11-11 3-0-0 RUN. 1-6-5 4-10-9 4-6-13 4-10-9 7-6 4-7-5 4-7-5 5-1-13 PUN 1-5-14 1-5-14 i Mex Height 9-10-3 \ �' 74 PLF 12 N x d 8 3`1,,qL- i b X/2 STc l z --3112.N t� 12 m � N Ir j° 1838+ 2x 3 1838# 13.5172% 3 xl Z (3.5153% �I 9x'1 3x4 6�1Z .*i it 12- 3z4 axe N 3x4 7X4 3 X 2 3x12 a 2.85 20 PLF 12 3-0-0 4-8-0 4-10-9 4-8-13 4-10-9 7-8 6-11-0 7-5-6 #20s #2 #2 02 i2 r2 e2 1_,_0 2x4 2x4 2x4 1-4-0 D _ -' x4 BUILDING TYPE: ENCLOSED RESIDENTIAL 37-0-0 2x4 2x4 2x4 2CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area Al UPLIFT CONNECTION REQUIRED: q 42 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUIRFMENTS. No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 13.83' from the left end of bottom panel 07. Maximum PPLive Load Deflection of .502" (8/16), Index-.411, (L/877) Maximum PPTotal Load Deflection of .787' (13/16), Index-.429, (L/560) r,12EU 3� r�2 RECOMMENDED CAMBER: .43' L4 A (A)IND ,W L (� CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-19 T-7 DWG. # ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR TRUE TRUSS INC - 0977 1501 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 i GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X6 #1 Ds SP LAYOUT I0: OF (214) 660-3940 L L LL BC 0 WEBS v L 76B. 33.33 OL SC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 Ate_- .Y I! Lw.uE- "�H.LL BE of THE SPECIE]EG ullll M'JM GRADES. 5) COIAIECTOR PLATES SHALL BE INSTALLED SMIAEIRICALL( ON 101 ALL TENSION CHORD 14E148EAS ASSUMED TO BE CO1ITINUO'JSL' 13) 11101CATES LATERAL BRA{Irl, ME14BEP (1l4 MIN.; SPECIESAND 19x'MAXTM'JM MOISTURE CONTENT• OR SUCH THAT THE JOINT BRACED B+EITHER 3/e" (X111) PLYWOOD SHEATHING. 1/2' 14) INSTALL AT]Gli AND EPECTIOrl OF THE TPUSS. PEPI—JE11T, AUG 15 of HIG,ER ALLOWABLE STRESS YALUES. ALL VALUES USED 0' TOP'CHORG SPLICES APE NOT RECOMMENDED TO OCCUR IH1N1 DRYWALL OR BRACING MEMBERS SPACED 10' 0 C MAY;, TEMPGRAP0 BPALIrIG S,O.AC BE OONE IN ACCOPDAlICE MIT, FOP OESIGII ARE BASED O11 IME.LATEST EDITION OF Tr£ITA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPENT TPI BRACING ANG ERECTION PUBLICATIONS. TIDNAL DESIGN STANDARDS P:IBLIS,EO BY THE NATIQUAL 7) V-2000 APPROVAL NAJMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MENDERS ASSUMED TO BE CONTIN'.AUSLn 51 THIS DESIGN CONFORMS TO CURRENT TPI OESISN SPECIFICA- FOREST PPUC41C i5 ASSOCIATION. -7251, BOCA FILE Q6-125 BRACED Of EITHER 3/e" IMIN,) PLIWOOO SHEATHING. 1/2' TIONS FOP METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIDrI 15 BASED 0(1 CLAR! CGIRIECTOR PLATES ONLV. B) THIS TRUSS HAS SEE14 DESIGNED FOR THE LOAOIIIG SHOWfl IMIN.) OR'IWALL OR BRACIIIG ME14BERS SPACED AT 16' O C. QUALITY STAIIOAPOS FOP TRUSSES. 31 C01nff CT0Q PLATES 517E5 ARE BASED Ow AXIAL FORCES ONL'f. OPl THIS DRAWING. -.INSTALLATION AIID USE SMALL C014FORM IWAXI. LW4LESS NOTED OTHERWISE. 16) UO MENBEP OF THE TRUSS MAY BE CUT OR MODIFIED IN A14/ MAY. COIWIECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) ISI IN THIS LESION 12) ® INDICATES BEARING LOCATIONI. 17) 5PECIAL HANDLING CARE SHOULD BE TAKEN CURIN3 SHIPPING AND BI LEHGTH IALONG SL-:TSI AMD THE OPIENTATION OF THE S) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECOMHENDATIONS CAII OUT'IS THE-91PECTICII GF THE PLATENGT GUP G -CONFIGURATION A140 LOAGIIIG SPECIFIED BV FABRICATOR REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RE5PONSIBILITV OF FABRICATOR. -THIS TRUSS IS DESIGNED ONL FOR THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF POIIDI1IG MUST BE 14AOE 4140 IS NOT THE RESPOTISIBILITv OF THE TRUSS FABRICATOR OP CLAP7. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .291' 3-11-11 1-4-B 3-2-12 RUN4-6-0 4-3-3 4-3-3 5-7-6 6_0-0_ 3-9-4 RUN 1-5-14�---- -- 1-5-14 Nax Height 8-10-3 74 PLF 12 D 6 � 5 1> x N 12 9 aka o ,m . m \ \ 1639# \� m I o 1 0 1839M (3,5)72% 01 m Lx23x4 3x4 axe 1 13.5153% 4xe vI 6xff 3x4 m N 31A12 a 2.65 /U 20 PLF 12 1-q-B 4-6-0- 6-3-0 6-3-0 5-7-8 6-0-0 7-0-0 i2 r2, f2 /2 r2 r2 1-4-0. 2x4 .2x4 2x4 - 2x4 2x4 2x4 1-4-0 37-0-0 D BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEEt: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area f1 UPLIFT CONNECTION REGUIRED: 7Af2 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND !1 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.63' from the left end of bottom panel #2. D r EL) 5117 3 Maximum PPLive LoadDeflection of .406' (6/16), Index-.332. (L/1065) H� Maximum PPTOtei..Load Deflection of .636" (10/16), Index-.347, (L/593) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-17 T-6 W �� ALPINE ENGINEERED PRODUCTS Inc V�000 -'2-0-0 - IL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - fool S. GSW PKWY. - BC LUMBER PROJECT: CENTEX 3705 A 6 B DATE: 27 Jan 1993 �j GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #I DS SP �OF� (y (214) 650-3940. PLA R A. N 69 TL LL BC 0 WEBS LAYOUT I0: _ 618 DL BC 10 2X4 i3 SP ADDRESS: SCALE: ,MEMBER TRUSS PLATE INSTITUTE - 33'33 TOTAL 471/8 EXCEPT AS MAY BE NOTED I! 1,146EP =r.A1L BE OF THE SPECIFIEDMII1IMOM GRACES; 5) CONITECTOP PLATES SHALL BE INSTALLED SrMMETRICALLr 011 101 ALL TE1451011 CHORD MEMBERS ASSUMED 10 BE CONIINUOJSL. 13! _J;_ I"..-ATES LATEPAL HPc=TUG MEMBER 11X4 MITI.; ST.EC:ES AIIG f9Y u4/IM'Ju 141 TIRE CO+NEIII" OP SUCH THAT THE JOINT, - SPACED By EITHER 3/8" (41111! PLIWODO SHEATHIIIU, 1/2' 14! IIISTALLA711— AUG EPECIIGH GF THE TRUSS, PEPMANEIIT ANG IS vF HI GnEH ALLDWAFILE STRESS VAI.IES, ALL 4ALUES USED fi) TOP CHORD.SPLICES ARE HOT PECrNMENDED 10 GCC'JR IMINj DRYWALL OR 6PACING MEMBERS SPACED 10' 4 C. MAI;•. IEMPC AR' PTI S11CrJLG BE GINE III ACrGPGAUCE WITrt FOR❑ES1�r1 ARE BASED GN THE LATEST EDITION GF THE HA- OIPECT0'ASOVE A BOTTOM CHOW, SPLICE, UNLESS 140TED OTHERWISE, CURRENT TPI BPACIt+G .TIG EPECTICN PUBLICATICMS, T15.-'L DESIGN 5TMIDAPDS PUBLISHED Er THE HATIO04L 7) V-2000 APPROVAL,NLWRS: UBC 2342. FMA TCB 2014, SOCC I11 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIUJOUSL•A51 THIS DESIGN CONFORMS TG CUPPEHY TPI DESIGN SPECIFICA- FOREST PPOGUCTS ASSOCIATION. 7251. SOCA FILE 56-125 SPACED By EITHER 3/8" MIN.) PLIWODD SHEATHING. 1/2' 11GNS FOR METAL PLATE C044IECTEO WOOD TRUSSES AND 2) TH 15DESION 15 BASED DN CLAII CGNHECTOP PLATES ONL`/, 8).THIS TRUSS HAS-BEEN DESIGNED FC- THE LOADING SHOWN (MIN.).OR'fWALL OR BRACING MEMBERS SPACED AT 16' P.c. GUALIT1 STAIx1APDS FOR TRUSSES. 3) CCBIHECTGP PLATES SIZES APE BASED 014 A/IAL FORCES OtJL/. ON THIS.DRAWING., INSTALLATION A140 USE SHALL COIJFOA14 .(MAX), UtJLE SS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS 14AF BE CUT OR 1400IFTED IN AW MAV. 41 C0I91E C T OP PLATE SIZES ARE CALLED BIT WIDTH IACROSS SLOTS) WITH.THIS OESIBI!' 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DUPING SHIPPING A1I0 61 LE IIOTH IAL Or 10 SLOTS! ANC. THE ORIENTATION OF THE 91 THIS.DESISH IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIOtIS C O'JT THE O P C7 GP THE PLATE tIGT C IO �1113 CONF I GURA 11 ON. CGNFIGURATIDII AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR MANGLING TRUSSES 15 RE5PDIISIBILIT'f OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISIOIJ FOR THE PREVENTION OF PONDING MUST BE 14ADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT 'UNDER TOTAL LOAD - .314' RUN 4-6-0 5-3-0 5-3-0 572-0 2-5-8 3-4-8 5-4-8 5-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 7-10-3 12 iV I 3x4 12 1839# I 1839# (3.5153% 3x4 l o I 7x11 3x4 (4 6i1L 3x7 (u 13.5153% 3x4 3x11 (u 3%12 a2.85 f2 20 PLF 2-5-8 4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 11-0-0 Y2Ds02 Y2 Y205 D 1-4-0 2x4 2xx 4 2xx 4 2x4 2x4 2x4 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: qId 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 and of bottom panel #3. E V 3 -Ps- Maximum P'S`Maximum PPLive Load Deflection of .378' (6/16), Index-.309, (L/1165) /4-P Maximum PPTotal Load Deflection of .593" (9/16), Index-.323, (L/743) n i� fivlAID CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER - TRUSS: 37'0" H-15 T-5 Qj`1 ALPINE ENGINEERED PRODUCTS Inc V000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR TRUE TRUSS INC 1801 S. GSW PKWY, SC LUMBER - PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 OF GRAND PRAIRIE, ix 75051 7'0 DL TC 7 2X6 Y1 D5 SP LAYOUT ID: 121a) 660-39x0 PLATE AREA: -—SNC.- FON SSTL LL BC 0 WEBS _ J ; 590 33.33 Dt BC 10 2X4 Y3 SP ADDRESS: SCALE: �I,MEMBER TRUSS PLATE INSTITUTE ___ ___________l_ _ TOTAL 47 EXCEPT AS MAY BE NOTED I. II rE ALL AOf OF THE SPECIFIED MIIIIM'JM SPACES. 51 COHNECTOR PLATES SHALL.BE IHSIALLEO S,MNEIRICALI-( 011 10) ALL TE14SIDII CHORD MEMBERS ASSUMED 10 BE CONTIN000JSL/ 13! r" InOICATES LATERAL BRACING MEMBER (1/4 NIII.j SI'L IES A'C 1917-nA/lNUM MOIST COHTEIIf, OR S'JCH THAT THE JOINTI BRACED B/EITHER 3/B" iN1111 PL'WOOD SHEATHING. 1/2' 14! IHSTALLATIOrl All'EREC71G1I OF THE TRUSS. PEPMAHEIIT, AHG nI GHEP ALLOWABLE STPESS '1ALUES, ALL OR USED 61 TGP CNGRO'SPLICE 5 ARE NOT PECGMMENDEG TO OCCUP (MINI OTIYWALL OR BRACING MEMBERS SPACED 10' U.c. (MAI,, IEMPCPAP1 BP CIC SnGJLG BE GONE IH ACCORDANCE HITH FOP OESI�n APE BASED ON TIE LATEST ED ITIDII GF THE IIA- - O1RECT0 ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED GTHEPMISE. CUPPEIII TPI BRACING ATM, ERECT GII P'UBLICATIOII5. II:I+At CES ISI+ STANDARDS P'JBLISHEO er TnE fIATIIXUL 71 Y-2000 APPROVAL f1UNBERS: UBC 2342, fnA TCB 2074. SBCC if) ALL C014PRE55I Dfl CnGRO MEMBERS ASSUMED TO BE CONI INtlDU6Lt15i THIS DESIGN CONFORMS TO CURPENT TP[ DESIGN SPECIFICA- FOPEST PR0DUC75 ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/B•' (MINA PC 'D SHEATHING. 1/2' TIONS FOR METAL PLATE CGI4+ECTEO WOGD TRUSSES AHG ?J THIS DE 1&1 IS BASED OH CLAP, COIVIECTOR PLATES OILY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOAD ItIG SHD1Bl IMTN.) OR WALL OR BRA 116 MEMBERS SPACED AT f6' o.c. QUALITY STAt10aR05 FGR TRUSSES. =OrINE f.IOP PL A TE5,5I2ES ARE BASED 011 A/IAL FORCES W&O. ON THIS DRAWING. INSTALLATION AIG USE SHALL COLIFORM (MAXI, lX-E55 IIDTED OTHERWISE. 16) 110 MENDER GF THE TRUSS MAY BE CUT GP MODIFIED III AN/ WAV. 41 Ciu4IE CICR PLATE SIZE5 ARE CALLED OUT WIDTH iACPOSS SLOTS) WITH THIS DES[ON. - 721 ® ItGICATES BEAP1143 LOCATION. 771 SPECIAL HANDLDIG CAPE SHOULD BE TAKEN GLWINO SHIPPIIIG AHO B� LENGTH (ALONG SLCTS) INC THE ORIENTATION OF THE 9i TMIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECT IGfI OF TRUSSES SEE n[B-91 FOR PECONMENDATIOHS CAtt OuT IS THA PCT OII fF THE PLATE f T CIX 'J -COFIFIGURATTOII AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIONAL PLATING FOR HANOLUIG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPOVISIDII FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS HOT THE RESP0115IBILITY OF THE TRUSS FABRICATOR OR CLAP(. RUN 6-7-8 6-4-8 4-8-0 4-11-8 5-4-8 4-4-8 4-7-8 RUN J-5-14 1-5-14 74 PLF Max Height 6-10-3 12 4 6 5fs D 12 3x4 N s,_ D \ 6 rJ s Y r f 1839# Ia1 o t (3.5172% o l 6xIZ 3x4 3x7 l Al 1839# m 9x11 (3.5172% 30ly 5x6 x a 20 PLF 6-7-6 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 1991) WIND SPEEi: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND P9ESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 13 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA � Maximum deflection occurred 37.19' from the left end of bottom panel #4. ' 1 PC U Maximum PPLive Load Deflection of .296` (5/16), Index-.242, (L/1488) PA Maximum.PPTotal Load Deflection of .464' (7/16), Index-.253, (L/949) n w I N4 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37*0' H-13 T-4 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 , LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1e0i S. GSW PKWY.. 7DL TC 7 BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 LAYOUT IO: J//--'' GRAND PRAIRIE, Tx 75051 '0 2X4 #2 N SP C�OF /l 7 -' 1214! 660-3940PLATANE71— INC. FOR—SfiL LL BC 0 WEBS 402 OL BC 10 2X4 f3 SP AGGRESS: SCALE: IMEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY DE NOTED _ f 33:33 1/8 , I! LU aEP L BE OF THE SPECIFIED MINIMUM GRAOES. - 5) CGIYIECTOR PLATES SHALL BE 145TALLEO 511-1ETPICALL'I ON 10) ALL TENSION CHORD xl MEMBERS ASSUMED TO BE COIITilx 'JSL( 131 IHOICATES LATERAL BRACING MEI4BEA •;114 MIN.i SPE=IES. 40 19%MA/Ila'J14 M;4IST'JRE CONTEI47• OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B" IMI IO PLYWOODSHEATHPIG. 1/2" 141 INSTALLATIGII AHD ERECTIGII OF THE TRUSS. PERMANENT, ANG 15 OF HIOIIER ALLDW<BLE STRESS VALUES, ALL /ALUES USED 6; TOP.C"ORO SPLICES PPE NOT RECOMaENDE0 TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED 10• -1. IMA/I, TEMPCAARY BRACIII5 SHbJLG BE OOHE IN ACCORD-CE WITH FOR DESIGN APE BASED OM THE LATEST EOITIDN OF THE IIA DIRECTLY ABOVE A BOTTC4M CHORD SPLICE. UNLESS 140TED OTHERWISE. CURREPT TPI BRACING AND ERECTION PUBLICATIONS. T IOr4=L GESION STAHDARUS PUBLISHED BY THE NATIONAL 71.V-2000 APPROVAL'NUNKPS: UBC 2342• FHA TCB 2014. SBCC 11) ALL C61WRESSION CHCiW'i MEMBERS ASSUMED TO BE COHTINUOUSL151 THIS DESIGII CDNFDRMS TO CURRENT TPI DESIS44 SPECIFICA- FOREST PRODUCTS.ASS3CIATIOI4 - 7251. BOCA FILE 86425 BRACED BY EITHER 3/5" !MIN.) PLYWOOD SHEATHING, 1/2" TIC145 FOR METAL PLATE CGIIIECTEG WOOD TRUSSES ANG 2) THIS DESIC44 IS BASED OH CLARI COIIECTOP PLATES'011LY.. BI THIS TMJSS HAS BEEN DESIGNED FOR THE LOADDIG SHOWN (Mlle.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. QUALITY STA110AROS FUR TRUSSES. ! CONNECT GP PLATES S12E5 APE BASED ON A/IAL FORCES ONLY. W1 THIS DRAWING. INSTALLATION AID USE SHALL CONFORM (MAX), UNLESS NOTEO OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT Cil MOCIFIED IN ANY WAY. - 4) GOI4NECTGR PLATE SIZES APE CALLED OUT WIDTH 4ACRGSS SLOTS) WITH THIS DESIGN. : 12) ® INDICATES BEARING LOCATICII. 17) SPECIAL HAIDL1113 CARE SHOULD 6E TAKEN DURING SHIPPING AIID 61 LEr4GTH (AL014G SLOTS: AND THE ORIENTATION OF.THE e) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE nIB-91 FOR RECDMMErIOATIOIIS SIZE C' OUT IS 7D9 QIFECTIG14 OF THE PLATE GT CONFIGURATION. - CONFIGURATION AND LOADING SPECIFIED B/ FABRICATOR _ - -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE ANO IS 140T THE RESPONSIBILITY ' OF THE TRUSS FABRICATOR OR CLAP(, 3-8-12 RUN 5-7-8 5-4-8 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 D 6 +y I> m sX 12 K 6 2 3x4 CU 3x6 3x4 \ o ,,�, �•\ \ \ 1\ \ : . 1. I'^ \ \ \ 1839# 3x4 3x7 Nu 18391 13.51 72X Q 5x6 4x11 (3.5172% 3x7 3x4 K CU 20 PLF 3-8-12 11-0-0 3-10-8 ' 4-0-4 7-4-8 7-0-0 1-4-0 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 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 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA RFU 3 1(73 Maximum deflection occurred 25.81" from the left end of bottom panel r5. Maximum PPL ive Load Deflection of .38' (6/15). Index-.311, (L/1159) Maximum PPTotal Load Deflection of .596" (10/15). Index-.325, (L/739) UJ 1rID ` ► CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-3 5 1� ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0LL TC 3p 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 2X4 Y2 N SP OF `/} (214) 660-3940 PLAT_E AREA: -#C.N 'F6R5 L LL BC 0 wE85 LAYOUT I0: ( ADDRESS: --— - 464 OL BC SO 2X4 f3 SP SCALE:MEMBER TRUSS PLATE INSTITUTE - 33'33 TOTAL 471/8 EXCEPT AS MAY BE NOTED S! ltil.SE. SHALL iPE OF InE SPECIFIED M71I{M•JM C-.DES. 5) :CGwIEETOR PLATES SHALL BE ItISTALLEO S-4ETRICALL( DN 10) ALL TENSION CHORD MEMBERS ASS'JMEG TO BE CONTIfNO'JSLt t3! NIDICAIES LATERAL BRACIIN:MEMBER (114 MIrl.i _6 t9%MAY(M•JH u�IST',IGE COIITEN i, DP S'JCH THAT -THE.JOUST BRACED'BV EITHER 3/8" 141 1 'L WOOD SHE ATH(IIG, 1/2' 14! IHSTALLATI ON AIIG ERECTIGN OF THE TRUSS, PERMANENT, AND IS S, H1G, ALLOWABLE STPESS ':ALUES. ALL VALUES USED fi;.IGP CnGRD SPLICES ARE NOT RECGH14EPIDED TO GCC'JR 1MINj-DRV MALL OR BRACING MEMBERS SPACED SG' 0 c. (NAYt. TEMPCAAP4 BRACING SHOJLG BE 0014E 1N ACCGPGAHCE HIT, FUF DE=1 GM -PE BASED THE LATEST EDI TIJH vF-.THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUP PEtII TPI BRACING AIIG ERECTION PUBLICATIGt4S. T15,11L GESIOI!STANDARDS PUBLISHED By THE 1laI IDNAL 7i-V-2000 APPROVAL f7UMBERS: UBC 2342, FnA TCB 2014. SBCC f1) ALL COMPRESSION CHORD MEMBERS ASSJMEG TO Be CG44T1N000SL�15! THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PPODUCTS ASSOCIATION 7251.,BDCA FILE 86-125 BRACED BY EITHER 3/e" IMIN.) PL'YWG00 SHEATHING. 1/2' TIONS FOR METAL PLATE CGIII4ECTED MOOD TRUSSES AHG 21 THIS DE SI CAI IS BASED'Ott •_LAKY CO'HIE PLATES ONLY -.8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN:) DRYWALL OR BRACING MEI4BERS SPACED AT f6' o.c. DUALITY STAMDARDS FOR TRUSSES. D! BS:ECTOR PLATES SIZES ARE BASED ON AYIAL FORCES ONLY..- 01) THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAY); .lY4LE55 NOTED OTHERWISE. 16) HO MEMBER OF THE TRUSS MAV BE CUT OR 140DIFIEO 1N AN( WAY. 4) COrnrEC CN PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS' KITH THIS DESIGN 12) ® INDICATES BEARING LOCATION, 171 SPECIAL HANDLING CARE SHOULD BE TAKE14 DURING SHIPPING AHD H. LEIIGT, (ALONG SLOTS, AHG THE ORIENTATION OF TIDE - �S) THIS DESIGN.IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGN OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS 1jE CA(t 0•Ji IS THE ULRF�CT Ott OF THEP T 4G C- 'CIN4F GUP . -CONFIGURATION 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. PROVISION FOR THE PREVENTION OF PONDING MUST BE NAGE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR(. 3-6-4 RUN. 4-7-8 4-4-8 5-2-16-3-13 4-5-9 3-5-4 5-0-0 RUN 74 PL F 1-5-14 1-5-14 Max Height 4-10-3 12 ' Q 6 12 �f (n Sks 6 C 3x4 N 5x5 3x4 \ 2+3 \ \ 011339# v >7) 1 3x4 axe 0 1 (3.5172% 1 N 1839* 3x7 3%4 5x6 5x11 [3.5172% X N 20 PLF 9-0-0 5-2-1 6-3-13 4-5-9 7-0-8 5-0-0 i2 e2 #2 02 #2 1-4-01-4-0 37-0-0 ly 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: '7111 A 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: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.19" from the left end of bottom panel I4. 12El) /-)6/(^l 3 Maximum PPLive Load Deflection of ,472" (8/16), Index-.386. (L/933) �P Maximum PPTotal Load Deflection of .74" (12/16), Index-.403, (L/595) n RECOMMENDED CAMBER: .4" W 1 f.)D UIVI� CLARY DIVISION' PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-9 T-2 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0' LL TC gp 2X4 •2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. - BC LUMBER PROJECT: CENTEX 3705 A 6 B DATE: 27 Jan 1993 'GRAND PRAIRIE; TX 75051 7'0 _ OL. TC 7 2X4 M2 OS SP OF R-� � 1214) 660-3940 PLA�I�AN dA--STL LL 8C 0 WEBS LAYOUT ID: 514 DL BC 10 2x4 03 SP ADDRESS: --'— 33.33 SCALE: (MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 �I. Lr bEQ c_ 2E OF THE SPECIFIEG NIINMJM GRADES. - - 5 CGNIECTOR PLATES SHALL BE 1145TALLEO SruNE TPI•LALL/ 011 101 ALL TENSION CHORD 14EMBERS A55UMED TO BE CGNTIrlUOUSL/ 13! /" II1DICATE5 LAtEPaL BA -ING 14:IABEA (1/4 MPA.; S!'E=IES H_11D 19%.NA/IN'JM ":iIST'U"E CONTENT, OR S'JCH THAT THE'JOINT. BRACED By EITHER 3/B" !MINI PLYNOOp SHEATHING, 1/2' 14) INSiAIIATI GN AIIG ELECT i GH GF THE 7-'USS, PE-N:11E11T. A11C IS ..F nIGnEP ALLOWABLE STRESS '/:LUES. ALL /ALOES USED 6;,TOP CHCPD SPLICES ARE NOT PECGW4EHOED TO OCCUR IHIHJ.DRYWALL DR BRACING MEMBERS SPACED 10' 0.c. (MAX!. TEMPCPARI BRAC INS SrV✓•JLD BE OGIE 111 ACCGRGAHCE MIT" FGP DESIGrI ARE BASED CII IHE LATEST EOITIOtI GF.THE [IA- DIRECTL" ABOVE A SDTTGI4 CHORD SPLICE. U!ILESS NOTED OTHERWISE, CURPEIIT TPI BRACING Air ERECTIGH P'JBLICATICIIS. TIDHAL DESIGN 5TAWARD5 PJBLISnED B+ THE NATIONAL 7!.'V-2000.APPRGVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC III ALL COMPRESSION CHORD MENDERS ASSUMED TO BE COt4TINJ0'JSL+15I THIS aSIGti COLIFORMS TG CURRENT TPI DE5IGH SPECIFICA- F04P ST cRUDUCTS ASSGCIATI014 7251: BOCA f.ILE a6-125 BRACED B'+EITHER 3/8" tMIH.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CGWIECTED MUDD TRUSSES AIC 2) IH15 6ESIC44 IS BASED GH CLAR/ CCWE0T0R PLATES GIL+. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LGADIIIG SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.I. DUALIT/ 5TAHOARDS F:.A TRUSSES. 31 =DurIECTOP-LAIES'SIjES ARE BASED ON AXIAL FORCES OTLY. ON THIS.DRAWING. INSTALLATIGII AILD USE SHALL C04FOA14 (MAXI, UNLESS VOTED OTHER N ISE. 161 110 MEMBER IF THE TRUSS MA/ BE CUT OR 14MIFIED 111 AN/HAr. 4! -01ii1ECTC.-LATE SIZES ARE CALLED OUT NIGTH IACROSS SLOTS) WIIM THIS DESIGN 121 ® INDICATES BEARING LOCATIGN. 17! SPECIAL H:r4GL IND CAPE SHOULD BE 7AKEI1 DURING SHI PP Nh3 A11D 6r LENGTn IALDIIG SLOTS) AIK THE OPIENTATIGI4 OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTEN SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECDMMFF4DATIDNS 5LZE C'LL rT T PECT GN CF THE PLATE rrTti, 10ENTICAI 1GADING AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR ADOTTIDNAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHONN, PROVISION FOR THE PREVENTIOT4 OF PONDING MUST BE 14ADE AND 15 NOT THE RESPOtISIBILITY GF THE TRUSS FABRICATOR OR CLAP(, 3-2-B p 3-0-0 RUN. 3-9-8 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 - RUN 74 167 PL F 1-5-14 02 02 2x4 2 4 #2 1-5-14 2x4, 7- -0 Max Height 3-10-3 12 129# Q 6 12 ) 6 n�5 in 4x4 x 9x11 4v \ \\ \\ N 4x4 Sx11 \ \ 2+ \ 3 m i2N 4199# lvio 5x9 m 3x6 1 c 1 (3.5]40% N N 4x4 4xe m 3804# 3x5 ex6 5x7 !u (3.5]36% ' 7-0-0 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 3-0-0 20 45 PLF 1-4-01-4-0 7-8-0 37-0-0 529# 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: /3,. 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: i Special. Loading; Refer to Loading Diagram REU 3 THIS TRUSS ANALYZED WITH PPSA ]IA 3 Members Required Maximum'deflection occurred at bottom joint #6. FASTEN EACH PLY TOGETHER WITH; Maximum PPLive Load Deflection of .539" (9/16), Index-.441, (L/817) W 10 TOP 16d Nails 12•0.C. Maximum PPTotal Load Deflection of .845' (34/16), Index-.46, (L/521) Bol 1613 Nails 12"D.C. WEB 16d Nails f2"O.C. RECOMMENDED CAMBER: .46" 'J FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TRUSS: 37'0" H-7 T-1 V000 W ALPINE ENGINEERED PRODUCTS Inc 2- 7C LUMBER 0-0 LL 2X6 #1 05 SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. TC 30 DRANO PRAIRIE. ix 75051 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 - 2X6 #1 DS SP ,OF 1214? 660-3940 PLATS ARCA? I� FOR 5TL LL BC 0 WEBS LAYOUT I0: / 896 33.33 DL BC 10 2x4 N3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE - TOTAL 47 EXCEPT AS MAY DE NOTED 1/8 I LU4BEP SHALL a6'.DF TME SPECIFIEG MIH114UN GRADES. 5) C691EC4P PLATES SHALL BE INSTALLED 5".IETRICALLf 011 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSL/ 13! i" 11+DICAIES L-TEPAL Bu.CII+G MEUBEP (1/4 MINI.; SPECIES, AI+O 19%MAYIMUM I+OISTURE CONTENT, OR S'JCH THAT THE JOINT. SPACED BY EITHER 3/8" 114111) PLXW000 SHEATHING, 1/2- t4! IHSTALLATIGH AHG ERECTIvl+OF THE TRUSS, PERMANENT, :NG IS :F HIGHER ALLOWABLE STRESS fALUES. ALL VALUES USED 6) TOP CHCAO SPLICES AME HOT PECOMREHPEG TO OCCUP IMIN) OR'f WALL OR BRACING MEMBEPS SPACED 10' 0, (MAXI, TEMPCRAP,BRACING SHG'JLG BE DDHE Ili ACCORDANCE WlTH FOP DESIGNAPE BASED DU THE LATEST EDITION OF. THE HA- DIRECTLY.ABOVE A.POTTGM CHORD SPLICE, UNLESS NOTED OTHERWISE. CURPEHT 7PI BRACING A1x]EPECTIGN PVBLICA7IGIIS. • i(0 JAL GES I.6-57MNOARDS PUBLISHED BY THE HATIOHAL 7j`.V-2000 APPROVAL Mx4BERS: UBC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPED FICA- . FOREST PPOGUCTS'ASSOCIATIOI 7251, BOCA FILE 06-125 BRACED BY EITHER 3/8" IMIIIA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CGYIECTED WOOD TRUSSES AHG 2) THIS DESIGN IS BASED a4 CLAR CD41ECTOP PLATES D14LY, B) THIS TRUSS HAS BEEN DESIBNEO FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6' P.C. GUAL R f STAIIOAPDS FOP TRUSSES. 3) C(R+f IECTOR PLATES'SIZES ARE BASED ON AXIAL FORCES O4L'f: ON THIS CRANING. INSTALLATION AND USE SHALL CONFORM (MAY). UNLESS 14TED OTHERWISE. 15) 110 MEMBER GF THE TRUSS 14A'Y BE CUT OR MODIFIED IN ANf WAV, 41 CO IECTGP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS.OESTOI. 12) INDICATES BEARINO LOCATION. 17) SPECIAL HANOLIIIG CAPE SHOULD BE TAKE[) DURING 5HIPPIIIG AND B� LEI+GTH (ALONG SLOTS, AND THE ORIENTATION OF THE - .9) THIS DESIGf1 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® EPECTIOI OF TRUSSES SEE HIB-91 FOR PECCN4ENDATIOHS CALI OUT IS THE 01RECTION OF THE PLATE LENGThCONFIGURATION COIIFIGURATIOII ANG LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN. PRD'YISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. - -ANTICIPATED HORIZONTAL MOVEMENT 'UNDER TOTAL LOAD - .346' 4-0-12 1-10-0. 4-6-0 4-0-12 4-2-8� 3-8-0 3-8-0 5-4-B 5-7-8 ' RUN •—_._ __. _.______-____,__ . . ._ ___._ RUN 1-5-14 1-5-14 F�— Max Height-B-9-3 74 PLF L 72 . Q 6 12 Q 6 6x.11 N 3x4 12 *5 �\ m � m 3*6 \ 214m 1839# I Q 1839# 13.51 72% m I 7s1f 6�1 fixe 5,,6 3x7 1 14 (3.5153% v 4x11 x 111 31.12 a 2.85 N 20 PLF - 12 4-0-12 4-6-0 4-0-12 6-0-e 7-4-0 11-0-0 02 02 02 #2 #2 _ 1-4-0 2x4 2X4 2x4 2X4 2x4 1-4-0 37-0-0 T;j BUILDING T 'PE: ENCLOSED RESIDENTIAL J CODE: STAN)4RD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRE[): 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: i THIS TRUSS ANALYZED WITH PPSA (SFU 1/-25 /�3 Maximum deflection occurred 27.19' from the left end of bottom panel 04. HA n Maximum PPL1we Load Deflection of .458' (7/16), Index-,374, (L/952) Maximum PPTotal-Load Deflection of .717" (11/15), Index-.391, (L/514) RECOMMENDED CAMBER: .39' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-9 ALPINE ENGINEERED PRODUCTS Inc V POOO 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 6 B DATE: 27 Jan 1993 GRAND PRAIRIE'. TX 75051 7.0 DL TC 7 2X6 #1 DS SP OF� 1214) 660-3940. LAYOUT ID: PLAJ-9—AA-9A. 'TNC—FbA-`STC LL BC 0 WEBS ' 854 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS. PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I' la J11PE= "HALL BE OF THE SPEC.IF IEO MIIIIM'.d4 OPAOES, 51 CONNECTOR PLATES SHALL BE fINSTALLE❑ SHINETaICALLI Oil 10) ALL TEIISICd1 CHORD MEMBERS ASSUMED TO BE CUiT114UO'JSL( 13! /' (MOIGATES LATERAL BRACING MEMBER (IFA MIlt I -•r.0'.IFS Atll 10 CONTCl IT DA.B'JCH THAI THE JOINT. BRACED BY EITHER 3/8" NMIIN) PLYWOOD SHEATFNHZ;. 1/2" IA! IHSTALLATICII A140 EFECTIOU OF THE TRUSS, PEAMAtIENT, A41D IS ;T 11l,LP ALLOWABLE `..IACs$ '4AL11L5. ALL (FLUES USED '6) TOP'CHCAG SPLICES ARE NOT PECGMI4EHDED TO GCC'.NP (Mlflj DR'IWALL OR BPACIt*MEMBERS SPACED 1G' 0 G. IMAM. IEMPCPAP/ BRACII15 SnUJLG BE DDHE IM ACCCRG AHCE WITH I or: APE BASED OH INE LATEST EDIT ILII GF THE IIA- OIRIE CT LY ABOVE A BOTTC44 CHORD SPLICE. UNLESS NOTED OTHERWISE. C"R"EW TPI BRACRIG AIG ERECTION P:IBLICATIGHS. Tl GN L DESIGN STANDARDS WJBCI SnE0 Bt THE NATIONAL 71 V-2000 APPROVAL NUMBERS. UBC 2342, FHA TCB 2014, SBCC 11) ALL CDWRESSID14 CHORD ME14BERS ASSUMED TO BE CONTINVOUSL YI5, THIS DESIGN CONFORMS TG CURRENT TPI DESIGN SPECIFICA- FOPEST DFOGUCTS A5SOCIAT ION 7251. BOCA FILE 86-125 - BRACED 8Y EITHER 3/6" 14I14.) PLYHOOD SHEATHING. 1/2' TIC445 FOR METAL PLATE CGfIIECTEO WOOD TRUSSES AND 2) Tt IS DESIOf1 IS BASEb ON CLAP( CGIIIECTOR PLATES ONLY. 0i THIS TRUSS HAS BEEN DESIC41ED FOP THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALII4 STAIIIARDS FOR TRUSSES. 31 CCI I IECTOR PLATES SIZES AaE BASED ON AYIAL FORCES ONLY.' on.THI5 DRAWING.; INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS VOTED OTHERWISE. 1 61 IID MEI4BER OF THE TRUSS MAr BE LUT OR MODIFIED IN ANY MA'I. . COI:NE C T Ga PLATE SIZES ARE CALLEG 0'JT WIDTH (ACROSS SLOTS) WITH,TWIS DESIGN. % 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HAf4DLING CARE SHOULD BE TAKEN GURII43 SHIPPING AND Bt LE14G7n IALO-45'SLOTS; AND THE ORIENTATION GF THE 91 THIS DESIGN.19 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS 511 CA 10'Ji Tn G R CT GN GF Tn P T NGTn LOADING A140-CONFIGURATION ' -CGNFIGURATIDhI AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBEP STRESSES NOT USED. ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOY01. PROVISID14 FOR THE PREVENTION OF PGNOIMG MUST BE 14ADE ANO IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-5-12 1-0-0 3-9-12 RUN 4-5-ff 4-8-2 3-e-e 3-4-0 3-6-4 4-4-e 4-7-e RUN 1-5-14 1-5-14 74 PLF Max Height 8-5-3 12 Q 6 12 • D 5.�5 SXr� a 6 7kS� mks � I x 3x4 N I 12 ro I i 3+A \ 1839# I In 1 1839# [3.5172X rn I 6, ,6x17- .3x8 3x4 5x6 axe !a (3.5172% Q axe N 5x9 N 20 PLF 3-5-12 3-4-0 4-5-11 4-8-2 4-8-8 7-4-0 9-0-0 Forces NL-R) 1-4-0 1-4-0 ' 37-0-0 D BUILDING TYIIE: ENCLOSED RESIDENTIAL CODE: STA!'[ARD BUILDING CODE (SBCCI 1990 WIND SPEECI: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCA [ON: (Se) area UPLIFT CONFECTION REQUIRED: �5 AT EACH SUPPORT LOCATION. NET WIND PiIESSURE9 BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: .i THIS.TRUSS ANALYZED WITH PPSA Maximum deflection occurred 25.67' from the left end of bottom panel #6. Maximum PPLive Load Deflection of .355" (6/15), Index-.29, (L/1241) V I� Maximum PPTotal Load Deflection of .556" (9/15), Index-.303, (L/792) PA WIOD p CLARY DIVISION PLATE TYPE:. O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 370" H-9 T-10 P 1( ( (ALPINE ENGINEERED PRODUCTS IncV_2000 2-0-0 LL TC 2X4 #2 N SP ENG, FOR: TRUE TRUSS INC 1801 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3706 A S B DATE: 27 Jan 1993 4 1 !GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 Y2 N SP / QF�� WEBS LAYOUT ID. (J 1214? 660-3940 P AREA: NT C 'OR-ST_- Ll BC 0 _/ 574 33.33 ' OL SC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 -- t! LU+BER S-I-L BE OF THE SPECIE TEG MIDI MUM WAGES. 5) CONNECTOR PLATES SHALL BE J14STALLED SIMMETRICALLI OFF 10) ALL TENSIGII CHORD MEMBERS ASSUMED TO BE COIIIIIAJOU5L4 13) IIIDICATES LATERAL BRACIt4G MEMBER 1114 MlII.) S"ECIES. Arxi 19Y MAljk'JM NOISTURE COr+TENT. OR SUCH THAT .THE JOINT, BRACED BY EITHER 3/8•• (MIM? PLYWOOD SHEATHING, //2' 14) IMSTALLAT IOM ANG ERECTION OF THE E1. -USS, PERMANENT, ACID IS GF HIGHER ALLOWABLE STPE 55 +ALOES, ALL 'VALUES USED B; TGP'C/1CAG SPLICES ARE t40T RECGMI4ENOEG IF, GCCUP (MIH) DRYWALL OR BRACING 14EMBEFIS SPACED 10' 0.0. (NAI;, TEMPCAAPi BRACING SHOULD BE DONE IN ACCORDANCE WITH FOP DESIGN ARE-BASED'ON THE LATEST EDITID14 OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AIID EPECTIDN P'J8LICATIGNS. T15tJ-L DESIGN 5TANDARD5 PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL:NLA}BERS: UBC 2342, FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIULIDUSLY15i THIS DESIGN CU_ M5 TO CUPPEttT TPI DESIGN SPECIFICA- . FOREST PROGUCT9 ASSDC)ATIGt4 7251;BKA FILE 86-128 BRACED BY EITHER 3/8" (NIN.) PLYWOOD SHEATHING. 1/2' TIG14S FOR METAL PLATE CONVECTED WOOD TPU55E5 AND 21 THIS DESIGN IS BASED OFF CLAP.COINIECTOR PLATES G4LY. 81-THIS TRUSS HAS BEEN DESIWNED FW THE LOAD114G SHDW14 (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o-C. OUALITI STANDARDS FOR TPU55E5. 3! CoIu4ECTDR PLATES_SITES ARE Ba SEG ON AXIAL FORCES ONLY. ON THIS DRA.I.. INSTALLATION Al.USE SHALL C@SORM (MAX), UNLESS NOTED OTHERWISE. 16! HIO MEMBER OF THE TRUSS MAY BE CUT to MODIFIED IFI ANY WAY. 4) CDNME CT OR PLATE 5TTES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIBU. - 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HAVGLING CARE SHOULD BE TAKEN DURING SHIPPING AIID B. LE14TH IALa1G SLOTSI A14D THE GP IE TAT ION OF THE 9)•THIS OESIWI IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOP RECOMMENDATIONS 512EC OUT F Gfl OF THE P T C GU CONFIGURATIOtl AND LOADING SPECIFIED BY FABRICATOR - -REPETITIVE MEMBER STRESSES NOT USED. - ADOITIaIAL PLATING FOR HAIIDLING TRU55ES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR UP CLARY, 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 RlN! 1-5-14 - 1-5-14 74 PLF Max Height 7-5-3 12 S_6 SjL? D SXS- :> 12 N 12 3x4 l \ m \\ m 1839# I Q o R 13.5172% FIT 7x 3x8 3x4 I o 1839# I I _ 3x 3x7 f 5x5 w/Block ,v (3.5172% 3110 X5x9 mcu . 20 PLF ..3-5-123-4-0 4-5-11 4-8-2 6-6-8 - 7-4-0 7-0-0 1-4-0 - 1-4-0 37-0-0 ForcesrL-Ri BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOC:ITION• (Se) area , UPLIFT C06-NECTION REQUIRED: 15a 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 Maximum deflection occurred 43.6" from the left end of bottom panel #4. V Maximum PPLiye Load. Deflection of .413" (7/16). Index-.338, (L/1067) rj Maximum PPTotal Load Deflection of .647" (10/16), Index-.353, (L/681) /-fh CLARY DIVISION - PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 T-11 it ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 90 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - RAIeO S. GSW PKWY. 0 BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 DRANO PRAIRIE. .TX 7505] OL TC 7 2X4 #2 N SP I IOF� i2141 660-39a0.� PLgTEALiLA: t N 0 l LL BC 0 WEBS LAYOUT ID: 578 DL BC 10 2X4 #3 SP ADDRESS: -- --� MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS NAY BE NOTED 1/8 I! LI-BEP SHALL BE OF THE SPECIFIED NIIIIMUH GRADES., .51 COIANECTOR PLATES SHALL BE INSTALLED SN114ETRICALL'Y ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 INDICATES LATERAL BRACING MEMBER ("A MIN.: SPECIES, ANG 19Y MAXIMUM MOISTURE GONTENI, OR SUCH:THAT THE JOINT. BRACED BY EITHER 3/8" IMIN) PL'/WOOD SHEATHING, 1/2' 14) INSTALLATION AND ERECTION CF THE TRUSS. PERMAIIEN7, ANG IS GF hIGHEP ALLCLWABLE STRESS JALUES, ALL lALUES USED 6j TOP CHCHO SPLICES ARE NOT RECGMMENDED TO OCCUR IMIN] DRYWALL DR BRACENG MEMBERS SPACED TG' O.C. lMa/j. TEMPCPAR, BPACINO 5nGJLO BE DOVE IM'CCGRGANCE WITH F'JR DESIGN APE BASED Or+ TnE LATEST EDITION OF THE NA DIRECTLY ABOVE A BOTTOM'CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPPE111 TPI BRACIIIG AMG ERECTION PUBLICATIG4IS. TIDNAL DESIGN STMCARDS PUBLISnED BH THE NATIONAL 71 Y-2000 APPROVAL NUMBERS: UBC 2342• FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONITINUOUSLY15/ THIS DE51GfI CONFORMS TO CURRENT TPI DESIGN 5PECIFICA- FGRES7PRODUC TS:ASSGCIATIO4 7251, BDCA-FILE.B6-125 BRACED BY EITHER 3/e" IMIN.) PLYWOOD SHEATHING. 1/2' TIGNS FGR METAL PLATE COUNECTED WOOD TRUSSES A110 21 4 5 OE SI GN IS BASED ON CLARY CGiW+ECTDR PLATES ONLY. B) THI5 TRU55;HAS BEEN DESIGNED FOR THE LGAD114G SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. DUALITY STANDARDS FGA TRUSSES. COM LECTOR PLATES SIZES ARE BASED OII AXIAL FORCES ONLY• ,JX#THIS DRAWING. INSTALLATION AND USE SHALL C014FORM (MAX), UNLESS NOTED OTHERWISE. 151 NO 14E146EM GF THE TRUSS MAY BE CUT GR MODIFIED I11 MfY WA,. . NECT GA PLATE SIZES FRE CALLED OUT HIGTH .(ACROSS SLOTS) MI TH THiS DESIGN. 14 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN CURING SHIPPIIIO AI+D dY LE1+GTN (ALONG'SLGTS) ANO TnE ORIENTATION OF THE 4) THIS DESIGN IS APPLSCABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-93 FOR PE CDI4NENOATIONS C OUT THEF CT GN OF 7n PLATE LENGTH, C IF GJP T N -CONFIGURATIONAND LOADING SPECIFIED BY FABRICATOR ;. -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRU55ES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVENTION OF PONDING MUST BE MADE 4110 IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP/. 3-5-0 3-3-14 3-4-0 3-6-4 RUN 2-10-8 2-8-10 4-4-4 4-7-12 3-9-12 5-0-0 RUN \ 1-5-14 rz r2 rz rz rz 02 rz r2 1-5-14 74 158 \ 74 PLF 2x4 2x4 2x4 2x4 2x4 : 2x4 2x4 2x4 Max Height 6-6-3 32- -0 12 a 6 112# 12 Q 6 3x8 12 0*6 sx� 9Xs � L� s t7 a*h \ 4x4 X6 M A ;� l *A 5Q� m f I r 2713# o ' [3.5)78% 7 X 5x8 H5714 4x6 3x12 N 2056# m 7x9 `u [3.5)59% 3xB iv 3x4 NX r4 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-t-0 #2Ds 02 r2 02 252# 1-4-0 2x4 2x4 2x4 2x4 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED ENTIAL +� CODE: STANDARD BUILDING CODED(SBCCI 199i) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 'ISbAT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 1i ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram IY p� THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred at bottom joint #B. Maximum PPLive Load Deflection of .493" (8/15), Index-.403, (L/894) Maximum PPTotal Load Deflection of .773" (12/16), Index-,421, (L/570) RECOMMENDED CAMBER: .42" YAJI IV,IVU/l_J CLARY DIVISION PLATE TYPE: O.C. SPACING- LOADING (PSF) TC LUMBER TRUSS: 37`0' H-5 T-12 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 3p 2X6 rl OS SP ENG. FOR: TRUE TRUSS INC - RA S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 DRANO PRAIRIE. TX 75051 _ 7'0� � DL TC 7 2X6 r1 DS SP 1214) 660-3940 PLATE-AREA:--FINC. FOR STLFIN LL BC 0 WEBS LAYOUT ID: L�F� 875 33.33 OL BC 10 2X4 r3 SP ADDRESS: SCALE: !!!! MEMBER TRUSS PLATE INSTITUTE 225 h.S. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 f! Lw�ER ''LL BE DF IrIE SPECIFIEG MINIMu4 GRADES. 5) CG1xIECTDR'PLATES SHALL BE INSTALLED 51411ETRICALLY aI 10; ALL TEI451A1 CFIOHD MEMBERS ASSUMED TO BE COfITI11LWUSLa 13) '0 INDICATES LATERAL BRACIIIG MEMBER f1I<NIII.; S�E'ICS AILD 19%MAYIMJM MOISTURE CONTENT. CA SUCH.THAT THE JOINT: - BRACEG BV EITHER 3/8" 04114) PL'+WOOD SHEATHING, 1/2• 14) INSIALLATIGH AND ERECTIGII CF THE TRUSS. PERMA(IEIIT, AIIG IS OF IISIER ALLOWABLE STRESS 1ALUES. ALL iALUES USED fiI TOP CHCRO SPLICES ARE HOT RECOHIIEIIDED TO OCCUR 1141t1j DR'1WALL DR BRACHIO MEMBERS SPACED 10' 0 C (MAYj. TEMPGRARI BRACING SHGJLD BE DC41E IH ACCGPCANCE WITH FOR DESIGN ARE BASED 011 TIE LATEST EDITION GF.THE MA- DIRECTLY ABOVE A-BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURPE141 TPI BRACING AIIG ERECTION P'JBLICAIIOtIS. TIONAL GESIGH'STANDARDS PJBLISIED B, THE tIATIDNAL 7) V-2000 APPROVAL NUMBERS: JBC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CGNTINUOUSLN51 THIS DES10Fl C(X1FDRM5 TO CIRREFIT TPI DESIGN 5PECIFICA- FOREST PRODUCTS.ASSOCIATION 7251. B.oCA FILE 86-125 BRACEG BY EITHER 3/8" MIN.) PLYWOOD SHEATHING. 112' TIGNS FGR METAL PLATE CGNNECTED W050 TRUSSES UAD 2I THIS OESIC44 IS BASED Off CLARY CGINIECTDR PLATES GHLY. 8) THIS'TRUSS HAS BEEN DESIG14ED FOR THE LOADING SHDWfI 11411J.) DR'fWALL OR BRACING MEMBERS SPACED AT 16' O.C. WALITI STANDARDS FOR TRUSSES. 3! COIUEC TGR PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. Off.THIS DRAWING..'INSTALLATIO14 AMD USE SHALL CONFORM 'MAX), UIILESS VOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS NA+ BE CUT CA MODIFIED 111 Arlt WA(. 41 :.Orn IEC i GR PLA IE SITES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESI04. t2) ® INDICATES BEARING LOCATION. 17) SPECIAL HAt10LI143 CARE SHOULD BE TAMEII CURIN3 SHIPPIIIG AIID B. LErIGTH (ALONG SLOTS! AILD TIE DRIErOAT104 GF THE 9) THIS DE51GIN IS APPLICABLE TO SHORTER SPAN 7PUSSES OF , ERECTION DF TRUSSES SEE HIB-91 FOR RECGM4EI91ATI0NS TLE CALL OUT 15 THE DIFECT104 2F TIE PLATE T CQNFIGURATION -CONFIGURATION ARID LOADING SPECIFIED B✓ FABRICATOR —REPETITIVE MEMBER STRESSES 140T USED. -- —ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. —THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PADVISIO14 FOP THE PPEVE14TIO14 OF PONDING MUST BE 14ADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR'l. 1-7-8 RUN 5-7—B 5-4-8 5-0-4 5-0-4 7-0-0 1-5-14 74 PLF Max Height 5-10-3 12 Q 6 M sXS 12 cMu 6 p 3x4 2+,9 0 7 I;+ 1393# e + (3.5155% o T?1 3x4 3x6 Ito 1496# 7x8 (3.5)59% 3x6 x N 20 PLF 11-0-0 10-0-8 7-0-0 1-4-0 29-8-0 D 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 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It 48OVE FOR CHORD BRACING REOUTREMENTS. No trusses: '1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50.21" from the left end of bottom panel e3. EL1 -:25 Ir 3 Maximum PPLive Load Deflection of .409" (7/16), Index-.418, (L/852) (-fA Maximum PPTota1 Load Deflection of .641" (10/16), Index-.436, (L/550) W(n1��VlY CLARY DIVISION PLATE TYPE: D.C.. SPACING LOADING (PSF) TC LUMBER TRUSS: 29'8" H-7 T-13 ALPINE ENGINEERED PRODUCTS Inc V-2I000 2-0-0 L TC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - Ie01 S. GSW PKWY, 30 7BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 OL TC 7 GRANO PRAIRIE• Tx 75051 .0 WEBS 2X4 i2 N SP LAYOUT ID: J (214) 660--3940 PLATE AREA : YNt. FOf7 STL- LL EIC 0 L -�- 440 OL BC 10 2X4 J3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 - TOTAL 471/8 EXCEPT AS MAY BE NOTED 1! LU146EA SHALL BE OF II+E SPECIFIED w1141M'JM GRADES. 51 CONNECTOR PLATES SHALL BE 11ISIALLED SYMMETRICALLY ON 1O) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSL' 13) /' INDICATES LATEPAL BRACING MEMBER 0I 4 wlrl.; SRECIES. A110 19%1,"114-J11 MOISI'JPE C3NTENT. OP S.ICH THAT .THE JOINT. BRACED BY EITHER 3/8" (MITI) PL'WOOD SHEATHING. 1/2" 141 111SIALLATIDr1 ANO EPECTIGH OF THE TRUSS, PERMAIIEIIT, ANO IS DF nI GnEP ALLDWA6LE STRESS I'LUES, ALL /ALOES USED '61 TOP C"01F10 SPLICES ARE HOT PECCMMENDEO TO OCCUR (MIN DRYWALL OR BRACING MEMBERS SPACED 30' a c. (MAX;;, TEMPC14ARY BRACING SNOULD BE DONE III -CCOPG,1NCE WITH FOR DESI GII APE BASED ON THE LAIEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. tx+LESS NOTED OTHERWISE. CURREI'1T TPI BRACING AID ERECTION P'JBLICATIOII5, TIONAL DESIGN 57ANGARDS PUBLISHED B' TME NATIONAL 7j V-2000 APPROVAL N1'UIIBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONT1t0JDUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DE515M SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251,'BOCA FILE 86-325 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2" TIONS FOR METAL PLATE CONNECTED WOOD 7RL'55ES AND 21 THIS DESK`+ IS BASED 011 CLAP' COIINECTDR PLATES GILT. B1.THIS TRUSS WAS BEE14 DESIGIIED FCA THE LOAOIIG SHOWN ;MIN.) OR'IWALL OR BRACING MEMBERS SPACED AT 16" O.C. QUALITY STANDARDS FDR TRUSSES. 3! COI lEG73R PLA IES SIZES ARE BA5ED ON AXIAL FORCES ONLY. ON THIS ORAWI116.. INSTALLATIGI AID USE SHALL C014FORM (MAX). UNLESS NOTED OTHERWISE, 16) 110 MEMBER OF THE TRUSS MAY BE CUT OR I4'3DIFIED III AIT' WA', CDIXIEC7DR PLATE 6TZES ARE CaLLEO 0'JT WIDTH (ACROSS SLOTSI WITH THIS DESIC11. 12) ® INDICATES BEARIIIG LOCATION. 171 SPECIAL HAIDLIrG CAPE SHDULO BE TAKEN DURING SHIPPING AND B-'LE NGIn (ALDIIG SLUTS; ,1110 T"I ORIEIITATION OF TINE 9) MI5 OES3G1 IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE HIB-91 FOR PECOMMENDATI DNS 4 s C•!L OUT IS TnE C P 'TI, T GN GF 7n P TF LENGTH. GVR CONFIGURATION AND LO40111G SPECIFIED BV FABRICATOR -REPETITIVE 14EMBEP STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLIIIG TRUSSES I5 RESPOIISIBILITY OF FABRICATOR, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIDII FOR THE PREVENTIO11 OF PONDING MUST BE MADE AND IS IIDT THE PESPONSIBILI7Y OF THE TRUSS FABRICATOR OR CLAP'/, RUN 4-7-B 4-4-8 3-7-8.' 670-4 6-0-4 5-0-0 1-5-14 #2 #2 #2 74 158 74 PLF 2x4 2X4 2x4 Max Height 4-10-3 24-6-0 12 89# d 6 12 \ 64x4 tm%u 6x7 ex 11 \ 2+3 _ m 1 2429# o (3.5)70% Q I . ml 8 1. 4x10 iu 3x71 lu1 lu 1 1994# 5x10 3X8 - _ x - 13.5)57% X 20 35 20 PLF 9-0-0 3-7-8 6-0-4 6-0-4 5-0-0 020s 02 24-6-0 1_4_0 2x4 2x4 29-e-0 252# BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: Q5 O AT EACH SUPPONT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. DeE No trusses: 1 Special L �oading; Refer to Loading Diagram µA THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 36.13" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .367" (6/16), Index-.395, (L/911) Maximum PPTotal Load Deflection of .606" (10/16), Index=.413, (L/582) r IV.ly�l/ CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 298" H-5 T-14 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 2X6 Y1 OS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY, LL TC 30 BC LUMBER PROJECT: CENTER 3706 A S B DATE: 27 ;DRANO PRAIRIE. Tx 75051 7.0 DL TC 7 2X6 M1 OS SP Jan 1993 ! 121,1? 660-3940 --PLATE AREA: N FOR STL LL BC 0 WEBS LAYOUT ID: �— 634 33.33 OL BC 10 2X4 a3 SP ADDRESS: SCALE: 'MEMBER TRUSS PLATE INSTITl1TE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 IL-8EP S: ALL EE OF TnE S"ELIFIEG 14114IMUM GRADES„ 5) COINIECTIIR PLATES SHALL BE INSTALLED S044EJAJCALL/ 011 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOVSLI 13) ";' INDICATES LATERAL BRACING MEMBER IIX4 MITI.! ST-E�IES. ANO 19%14-11 1l MOI S'IURE CONTENT, OR S'.JCH'THAT IKE JOINHE T:. - SPACED BY EITHER 3/8" fMI11J PLIWOOD SHEATHING. 1/2' $A) INSTALLATION AMID ERECTION OF THE TRUSS, PERMANENT, AIC 15 ..F nIGnEP ALLOHABLE STRESS /'LUES. ALL i'LUES USED 61 TOP CNCPG.SPLICES ARE HOT RECGMMEHDEO TO OCCUR INUIT DR'IMALL DR BRACING MEMBERS SPACED 10' 0 C. (MAX; TEMPCPAP'I BRACING SHO'.JLD BE DONE IN ACCORDANCE WITH FOR OESIOtI APE BASED OM TnE LATEST EDITION OF TnE HA- - .DIRECTLY ABOVE'A BOTTOM CHORD SPLICE. 'UNLESS NOTED OTHERWISE. CURRENT 7PI SPACING ATTR ERECTICII PUBLICATICIIS. .. TIONALGES15N STArIGAaGS PJBLISnED BI TnE NATIONAL 71'V-2000 APPROVAL NU4BEPS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME14SERS ASSUMED TO BE CONTINUO'JSLn51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST FPOGUCTS 45SOCIATION7251. BOCA FILE 86-125 BRACED BY EITHER 3/6" (MLI.) PLYWOOD SHEATHING, 1/2' TIONS FGR METAL PLATE COtn1ECTE0 WOOD TRUSSES AND 21 THIS DE51&1 15 BASED On _LAR' COIu1ECTOR PLATES ONLY BI THIS TRUSS HAS BEEH,DESIGINEO FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FGR TRUSSE5. 3! C.ONr1ECTCR PLATES SIZES ARE HASEG ON )AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAY), LNAESS NOTED OTHERWISE. 16) 110 MEI4BER OF THE TRUSS MAY BE CUT OP MOCIFIED IN ANY WAY. 4! C'I ECTCG PLATE SIZES APE CALLED 0U1 WICTH iALROSS SLOTSWITH-THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND 81 LE?iGTH ALONG SLOt5: ANG TME ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPA14 TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS. :IZE SEL1-0'JT IS r[DIFECTIO11 If TnE PI ATFIG C - Atip CONfIGLhqATIQN, CCJFIF IGURATIUI AMID LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES [JOT USED. ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISID14 FOR THE PPEVENTIO11 OF POIIOING MUST BE 14ADE AND 15 140T THE RESPONSIBILITY OF THE TRU55 FABRICATOR UR CI.ARe. 2-1-B RUN 5-4-8 5-1-8 4-8 3-10-4 4-1-12 1-5-14 Max Height 5-7-3 - ' 74 PLF 12 Q 6 4x7 m 12 X ''\\ m 5 N .>XS 4� N 3x6 2x3 m m � n 1 R' 978# G In1� r (3.5138% 3x9 X I o 1097# Q I / 1 IV- [3.5143% 3x8 3x4 m 20 PLF N 2-1-8 10-5-0 4-2-12 4-1-12 1-4-0 (� BUILDING 'TYPE: ENCLOSED RESIDENTIAL 21-0-0 1,% CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED(: 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 y et 3�2'r�C3 Maximum deflection occurred 55.61' from the left end of bottom panel #i. Maximum PPLive Load Deflection of .205" (3/16), Index-.296, (L/1221) W(K) Maximum PPTotal Load Deflection of .322" (5/16), Index-.309, (L/777) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" SPEC T-15 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1 80 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 r {{ DRANO PRAIRIE, TX 75051 7 0 OL TC 7 2X4 #2 N SP F LAYOUT I0: ` L.� (214) 660-3940 -PLATE AICHE'�� `T�L LL.BC 0 WEBS ) 310 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: (MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY 8E NOTED 3/16 I! LNMBEP 1I LL BE OF T.'E SPECIFIED uNN UUu GRADES, 5) CONUECTOR PLATES SHALL BE INSTALLED SIMMETPICALLY 011 f0) ALL TEIISIOII CHORD MEMBERS ASSUMED TO BE CDNTIIAJO'JSLY 131 �' 11101CATES LATERAL BRAC111G 14EI46EA (I/A MIN.1 SCECIES, AND 19% I4A/IM IA M015TUPE CONTE1IT, OR S'JCH THAT THE JOINT. BRACED B+EITHER 3/8" 14111) PLYWO00 SHEATHING, 1/2- 14! IIISTALLATIGII AND EFECTIGII OF THE TRUSS. PEPMANENT, AUG IS OF nI GHEN ALI-341BLE SIRESS I LUES, ALL VALUES USED. '5) TOP CHGPD SPLICES APE HOT PECOMMEHOED TO OCC'JP IMIN) OR'1WALL OR BRACING MEMBERS SPACED 10' 0 C. INA/:, TEMPGAAP/BRACING SHOULD BE OGNIE III ACCOPDAIICE WIT. FOP TIES GU APE BASED ON inE LTTE Si EDITION OF THE NA- OIRBCTLY ABOVE A BOTTOM CHORD SPLICE. 'AILESS NOTED OTHERWISE. CURPEIIT TPI BRAC114G AND ERECTION P'JBLICATIGNS. TIOf-L GESIGU STANDARDS P'JBLISnEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 111 ALL COMPRESSIDN CHORD MEMBERS ASSUMED TO BE CONTRIUDUSLYIS) THIS DESIGN COLIFORMS T7 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7261. BOC*FILE e6-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CGIWAECTEG WOOD TRUSSES ANG 2) THIS OE SIGH 15 BASED ON CLAP1 CGIWIEC7DR PLATES DIILY. B) TMIS TRUSS HAS BEEN DESIGNED FOR THE LOADI14G SHOWN (MIN.) DRYWALL OR 13RACTIIG MEMBERS SPACED AT 16' o.c. QUALITY STANDARDS FOR TPUSSES. 31 CC) EC TOR PLATES SIZES ARE BASED ON AXIAL FORCES DIAL'. ON THIS DRAWING. INSTALLATION AND USE SHALL COFJFORM (MAX). UNLESS VOTED OTHERWISE. 16) 110 ME146EP OF THE TRUSS MAY BE CUT OR MODIFIED III ANY NAY. 41 CONNECTGP PLATE 512ES APE CALLED OJT WIDTH (ACROSS SLOTS) WTTW THIS DESIGN. 121 ® INDICATES GEARING LOCATION. 17) SPECIAL HANOLINO CARE SHOULD BE TAKEN DURING SHIPPIIIG AND B/ LENGTH IALONG SLOTS; AILD THE OPIENTATI04 OF THE 81 TWIS DESIGN IS APPLICABLE TO SHDPTEP SPAN TRUSSES OF EPECTIOI4 OF TRUSSES SEE HI8-91 FOR RECOMMENDATIONS. OUT 15 THL 0 P CT GN OF TOE PLATEFIG G N CONFIGURATION AND, LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES UOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-6-4 4-11-12 4-11-12 4-6-4 1-5-14 74 PLF Max Height 5-7-3 12 5x5 5 3680 y 12 3780 \ 3410 6 y a +� 914 1930 1561 n n 660 1360 1260 580 m 11 x N 9131 9120 m (3.5I36x 13.5136% mi To v 1 3x4 3x4 3x4 3x4 20 PLF 7-2-3 6-7-11 6-2-3 BUILDING TYPE: ENCLOSED RESIDENTIAL f-4-D 20-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: GIZil AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. e-v 3�25�93 NA - ulll�t h No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .057" (1/15), Index-.086, (L/4211) Maximum Total Load Oefiection of .09' (1/16), Index-.09, (L/2667) CLARY DIVISION PLATE TYPE: O.C. SPACINGLOADING (PSF) TC LUMBER TRUSS: 20'0" ST.COMM T-16 G ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 tl TC 30 2X4 #2 N SP ENG, FOR: TRUE TRUSS INC - 1e01 S. GSW PKWY. - BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 M GRAND PRAIRIE, Tx 75051 7,0 - -OL TC 7 2X4 #2 N SP r/ tlF� 1214) 660-3940 PLAN AR A: WEBS OR STL LL BC 0 LAYOUT ID: f T 184 DL BC 10 2X4 i3 SP ADDRESS: --- EMBER TRUSS PLATE INSTITUTE 33'33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 i 11 I 4BEP SH>LL BE OF THE SPECIFIED M1111NUN GRADES. 51 CO1#IECTOR PLATES SHALL BE TIISI-LLED SOVIETRICALL'I DII 10) ALL TENSIUII CHORD MEMBERS ASSUMED TD BE CDHTINUO'JSL/ 131 IIIDICATES LATERAL BRACING MEMBER ILIA XIII.; 5%E_IEG u5 19% uAXIuuM 1401STUPE COINENT. OR SUCH THAT THE'.IOINT, BRACED Br EITHEa 318" 114111) 11W000 SHEATHING. 1/2" 141 111STALLATION AT*ERECTION GF THE TRUSS, FERIIANEI17, AI1D IS �F HIGHEP ALLDWABLE ST PEGS /ALUES. ALL IALUES USED 61 TOP CHORD SPLICES ARE NOT PECGMMENDEG TO OCCUR IN IHj CPVALL OP BRACING 14:tABEPS SPACED IG' o.c. (MAXI. TEMPCPAP-, BRACRIS SHG'.JLO BE DDIIE IN ACCORDANCE WITH FOP DESIGN ARE BASED 011 THE LATEST EOITIDN GF THE III- OIPECTL'/ABDYE A BOTTOM CHOPO SPLICE. UNLESS NOTED GTHEPWISE. CUPPEIIT TPI BPACIIIG AIIG EPECTIGII PUBLICATIONS, 11^[JAL DESIGN STAIIGAROS PJBLI SnED 8� THE NA TI AL 71 '/'2000 APPROVAL t1UMBER5: UBC 2342. FHA TCB 201A. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE Cut T I t#JGUSL M 51 THIS DESIGN CD14FDAfAS TO CURRENT TPI DESIGN SPECIFICA- FOREST FPOGUCTS ASSGCIAT1011. 7251. BOCA FILE 86-125 BRACED BV EITHER 3/8" 114111.1 PLYWOOD SHEATH IIIG. 1/2" TIGIS FOR METAL PLATE CGFUIECTED WOOD TRL'SSES ANG 2) THIS DESIGII IS B45ED DN CLARt CGWIECIDR PLATES DIILV. B) THIS TRUSS HAS BEE"DESIGIIED FCA THE LOADING SHOWN (MIIN.1 DR/WALL OR BRACING MEMBERS SPACED AT 16" o.c. DUAL ITt ST AIAIAROS FOR TRUSSES. 3) OIINECT� PLATES 512ES ARE BA 5ED 011 AXIAL FORCES 018.1: Olt.THIS DRAWING. INST�LLATIGI AILD USE SHALL CouFORM (MAX), UNLESS IIGTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAI BE CUT OR MODIFIED IN ANI WAX. 4! -3;IECT GR PLATE 5I2ES ARE CALLED 0'JT WIDTH IACPGSS-SLOTS) WITH THIS DESIGN. 121 ES 'INDICATES BEAR IIIG LOCATION, 17) SPECIAL HANDLIIIG CAPE SHOULD BE TAWEII DURING SHIPPING AI4D B't LENGTH IALDIIG SLOTS) ANG THE ORIENTATION OF THE 9) THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HI8-91 FOR RECGMMENOATIDNS 2E CALL O.1T !S THE 01 PECTIC-14 OF THE PLATE NI FIGURATION. CONFIGURATION Alto LOADING SPECIFIED BV FABRICATOR -REPETITIVE "EWBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RE5POUSIBILIT( OF FABRICATOR. RUN 5-6-4 4-11-12 4-11-12 5-5-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 57(5.� Q 6 368# y 12 3781 378# 193# \ 193# y � y n tr) - 68# 136# 1360 68# T t 960# 960# (3.5)38% (3.5138% vi Iv 3x4 5x6 3x4 3x4 20 PLY 7-2-3 6-7-11 7-2-3 >1 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) 2i-0-0 WIND SPEFO: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: GOO#AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. I� 2FL) No trusses: 5 Maximum deflection occurred at bottom joint #2. �—A Maximum Live Load Deflection of .069" (1/16). Index-.099, (L/3552) Maximum Total Load Deflktion of .109' (2/16), Index-.104, (L/2312) 1 1 IBJ � CLARY DIVISION PLATE TYPE O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" COMMONS T-17 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 M2 N SP ENG. FOR: TRUE TRUSS INC1BO - RA S. GSW PKWY. - BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 N DRANO PRAIRIE. 7X 75051 7.0 DL TC 7 1214) 660-3940 PLATE-AR-A: N�fiL LL BC 0 2X4 !2 N SP LAYOUT Io: F/ WEBS !! 188 OL BC 10 2X4 143 SP ADDRESS: —SCALE:-E. IMEHBER TRUSS PLATE INSTITUTE 33.33 TOTAL 473/15 EXCEPT AS MAY BE NOTED " 1! LuuBER SHALL BE OF THE SPECIFIED Mtn IN'JH GRADES, 51 CONNECTOR PLATES SHALL BE IIISTALLEO SIM14ET-ICALLI OI 10) ALL TENSION CHORO MEMBERS ASSUMED TO BE COITINUTJ5L/ 13) � I1101EATE5 LATERAL BRACING MEMBER fI/4 MIN,) SGECIES, ANG 19% MA/IMJM MOiST'JRE COIITENT, Ou S'JCH THAT THE JOINT. BRACED BY EITHER 3/B" (MIN) PL'IMOOD SHEATHING, 1/2' 14) 11ISTALLATIGII ACID EPECTION OF THE TRUSS. PERMAf IE T, AIIG IS CF ,L5"EP ALLOWABLE STRESS YAL UES, ALL ISLUE5 USED 6j TOP CHCIRD SPLICES ARE NOT RECOMMENDED TO OCCUR (MITI) DR'IWALL DR BRACING MEMBERS SPACED IG' D c. IM Axj. TEMPGFAR,BRACING S-GULG BE GONE IN ACCORGANICE WITH FOP DESIGN APE BASED Du TnE LATEST EDITION OF TnE NA- GIRECTL`O ABOVE A BOTTOM CnOPG SPLICE. UNLESS(KITED OTHERWISE, CURRENT TPI BRACING AILD ERECTION P'JBLICATIGNS. I 1 OVAL DE51GN BASED PUBL15nEO B+ THE NATIONAL 7i V-2000 APPROVAL!UMBERS: UBC 2342. FHA TC8 2014. SBCC I0 ALL COMPRESSION CHORD MEMBERS ASSUMED t0 BE CONTIN'JOUSLY15i THIS DESIGN CD14FORMS TO CURRENT TPI DESIGN 5PECIFICA- FOPE51 RPOGUC TS AS53CIATION. 7261. BOCA FILE Be-}25 BRACED BY EITHER 3/8" (MIH.) PLYWOOD SHEATHING. 1/2' TIONS FGR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN 15 BASET'OF I CLAP-I CO4IEC TOP PLATE5 GIILY. . 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LGADIIIG SHOWN (MIN.) ORION ALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALIT'( 5TA140ARDS FGR TRUSSES. COI+IECTGP PLATES 572E5 ARE BASED 1)A/IAL FORCES ONLI.. GII,THIS DRAWING. I115TALLATIOI AIND USE SHALL CUIFORM (MAX). UNLESS P40TED OTHERWISE. 16) 110 MEMBER OF THE TPUSS MAI BE CUT OR MODIFIED IN ANY WA'I. A! CDI n1E CTGu cLATE 51ZES ARE CALLED GJt MATH IACPOSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES SEARING LOCATION. 17) SPECIAL HANDL UIG CARE SHOULD BE TAMEN CD UNG SHIPPING AND BR LEIIGTn IALDIIG SLOTS! A/1G Tnf OR IE14TATIOI OF TnE 91 THIS DESIGICIS APPLICABLE TO SHORTER SPAN TRU55E5 OF ERECTION OF TRUSSES SEE HI8-91 FOR RECOMMENDATIONS Q'JT IS T R CT CN rF TmE PLATE NGTti. IDENTICAL LOADING A14D CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED 8'✓ FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OP CLARY. RUN 5-3-8 8-0 1-0-0 1-5-14 Max Height 3-4-3 74 ELF X N 520 26Y 12 m 2111 5 65Y 13Y 185.0 -T, 2931 m ��U 3x4 13 5111% c 50• 1 T c, 3100 CU (3.51 12% 4.8 m� LL 12 v 20 FILE 3x9 BUILDING TYPE: ENCLOSED — 5-3-e i-e-ems f% ENTIAL CODE: STANDARD BUILDING CODED(SBCCI 1991) WIND SPEED: 110 MPH 1-4-0 7-0-0 MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 25�I 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: 1 Maximum deflection occurred at bottom joint M2. A Maximum Live Load Deflection of .031" (0/15), Index-.135, (L/2710) Maximum Total Load Deflection of .049" (1/I6), Index-,14, (L/1714) Wf N l CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" MHV-6 ALPINE ENGINEERED PRODUCTS Inc2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY, Jan 1993 V�000 2-0-0 LL TC 3p GRAND PRAIRIE. TX 75051 7'T' OL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3706 A & 8 DATE: 27 � (2141 660-3940 PLATSMRE ALAYOUT ID:: N 0 T LL BC 0 WEBS 204 OL BC 10 2X4 #3 SP AGGRESS: SCALE: (MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL. 47 EXCEPT AS MAY BE NOTED ) 1/2 1! LUMBER SHALL BE OF THE SPECIFIED 1411114-JM GRADES, 5! CONIIECTOR PLATES SHALL BE INSTALLED SNY+ETRICALLT ON f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUO'JSLT 13) /" INDICATES LATERAL BRACIMG MEuBEF (I" 4114.] SPECIES. Alit) :9%MA/IM'JM MOISTUPE CONTENT. OR SUCH THAT THE JOINT, BRACED By EITHER 3/8" (MIN) PL'/MOOD SHEATHIMG. 1/2' 14) INSTALLATION AHD ERECTION OF THE TRUSS. PERMANENT, AND IS GF nlGIEP ALLO.181E "PISS 1ALUE1. ALL VALUES USED 6; TOP.CHORD SPLICES-ARE HOT RECOMMENDED TO OCCUR (MIH) DRYWALL OR BRACING,MEMBERS SPACED 10• O.C. (MAX:. TEMPORARY BRACING SHOJLO BE DONE I4 ACCGROANCE WITH FOR DE SI ON APE BASED DN TIE LATEST EDITION OF THE NIA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MID ERECTION PJBLICATIONIS, 71ONAL G£SION STANDARDS PUBLISHED BY THE NATIDNAL 71 V-2000 APPROVAL NUMBERS: USC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEI4DERS ASSUMED TO BE CONTIN'JOUSLYI6) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOFEST PPOFUCTS ASSOCIATION. 7251. BDCA FILE 96-125 BRACED BY EITHER 3/8• (KIH.) PLYWDGA SHEATHING. 1/2' TIONS FOR METAL PLATE COU4ECTEG WOOD TRUSSES AND 2) THIS DESIGN IS BASED 0t1 CLAP-1 COtx1ECTOP PLATES ONLY. B) THIS TRUSS HAS SEEM DESIC1490 FOR THE LOADING SHOIIH (MIN.) DRIWALL OR BRACING MEMBERS SPACED AT 16' P.C. OUALIT+ STAIDAPOS FOR TRUSSES. 31 COtu IECTOP PLATES SIZES APE BASED a4 AXIAL FORCES ONLY, ON THIS DRAWIIIG. INSTALLATION AND USE SHALL COIFOAN (MA4. UNLESS NOTED OTHERWISE. 161 ND ME14SER OF THE TRUSS MAY BE CUT OR MODIFIED IN AN+ WAT. 4! C(Y4 EC TOP PLATE SIZES FRE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARIM0 LOCATION. 17) SPECIAL KAMOLIIG CARE SHOULD BE TAKER DURING SHIPPING AND 14 LENGTH (ALONG SLOTS AND THE OPIENTATIix+OF TnE 9; THIS DESIGN IS APPLICABLE SHOPTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS C' 0'JT 'HE I D F CT N GF T P T IGT N C C TOG t -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIBIL.ITY OF FABRICATOR. -SPECIAL HANGER FOR USE WITH MULTIPLE MEMBER GIRDER, CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 2321 LBS, FROM ONE SIDE TO ALL 14EKBEPS OF GIRDER IS REOUIPED. HANGER TO BE DESIGNED BY A PROFESSIONAL 2-9-8 2-2-8 ENGINEER AND PROVIDED BY OTHERS. IF BOLTING IS REQUIRED, THE EFFECT OF BOLT HOLES ON THE TRUSS MUST BE VERIFIED BY CLARY DIVISID14 OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. Max Height 2-10-3 74 PLF m K N 71f 163# 12 920 m 5 � 0 i N 127# 2184# 3 2367# 1736# 13.51 34% (3.5125% 20 PLF mT �� 2321# 1367# 1. BUILDING TYPE: ENCLOSED RESIDENTIAL 3x4 1u 4x4 CODE: STANDARD BUILDING CODE (SBCCI i99l) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. 2-9-8 2-2-8 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ^ AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. 570-0 SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. i R E U 3/mss /q3 PA No trusses: 1 Special Loading; Refer to Loading Diagram W(N D Maximum deflection occurred at bottom joint #2. 2 Members Required FASTEN TOGETHER WITH: Maximum Live Load Deflection of 0" (0/16), Index-.059, (L/6000) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of 0" (0/15), Index-.064, (L/0) BOT 10d NAILS WEB 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. DO NOT NAIL OR BOLT TtiROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 510" MG /�f( ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL ?C 30 GRAND PRAIRAIRIE, Tx 75051 7.0 DL TC 7 2X6 #11 05 SP 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - r ' GRS. PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 _ 1214) 660-3940 PLATE AREA: INS:-POOR STL LL EIC 0 WEBS LAYOUT I0: 126 33 33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 I! LUIIBER SHALL BE OF THE SPECIFIED u1111MUM GRADES. 51 CGIVIECTOR PLATES SHALL BE IIISTALLEO S/M4E7R1CALLY OI f0; ALL TE"SION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) J INDICATES LATERAL BRACING MEMBER IfX4 Nlu.i SPECIES, AND f9i NAXIM'Ju MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRA CEG BY EITHER 3/8' IMINI PLYWOOD SHEATHING. 1/2' 14) 11'45TALLATIGII AND EPECTIC41 OF THE TRUSS, PERNANENT, ACID IS CF n3 GnEP ALLOWABLE STRESS VALUES. ALL VALUES USED 6; TOP CHORD SPLICES APE NOT RECOMMENDED TO CCC'UP IMI N1 DRYWALL OR BRACING MEMBERS SPACED 10' o.c. INPYI. TEAIPGRAR', BRACING SHrJJLG BE 0011E IH ACCORCANCE WITH FOP CESIGII ARE BASED ON IKE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHORD SPLI'C'E. UNLESS NOTED OTHERWISE. CURRENT TPI OSACING AIIG ERECTION PUBLICATIONS. T I DN:L DESIGN 5TANGAPDS PUBLISHED BY THE NATIONAL 71 /-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. S8CC 11) ALL COMPRESSION CHORD ME1413EFIS ASSUMED TO BE CONTINUOUSLY15j THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8` (MIN.) PLYWOOD SHEATHING. 1/2' TIOUS FOP METAL PLATE COIWIECTED WOOD TRUSSES AND 21 THIS DESI OI IS BASED Gf1 CLARY CONNECTOR PLATES ONLY. BI THIS TR'J55 HAS BEEN OESI DIED FCA THE LOADING SHDINJ MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SITES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. I14STALLATIUI AND USE SHALL CONFORM (MA)O' U4LESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR 14WIFIED IN ANY WAY. 4) COI0 ECT OR FLA TE SIZES RRE CALLED OJT WIDTH (ACROSS SLOTS; WITH THIS DESIGN 12) ® 1NOICATES BEARINO LOCATION. 17) SPECIAL HM4DL1110 CARE SHOULD BE TAKEN GIWING SHIPPI140 AND 01 LENGTH fALONG SLOTS, AND THE ORIENTATION OF THE 9j THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENI]ATIONS SIZE CAI I OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION. -CCAIFIGURATION AND LOADI14G SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILIT'I OF FABRICATOR. RUN 5-0-14 4-7-14 RUN 2-1-7 #2 2-2 Max Height 3-10-3 I PLF 71# 221# 36 Y m M N 206# 12 394# 4.24 3y,A m 7fi# i0 m In II PT m 220 1lof 57# T T 339# 526# [3.5113% (3.5120% m'( i v m 1 PLF 3x4 Nv 3x4 J# 6 # f0 # 5-0-14 4-7-14 BUILDING TYPE: ENCLOSED RESIDENTIAL 2-0 �-' CODE: STAPDARD BUILDING CODE (SBCCI 1991) 2-0-o g-B-12 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CO*-ECTION REOUIRED: 3`�I# AT EACH SUPPORT LOCATION. NET WIND FF.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 #2. Maximum Live Load Deflection of 0" (0/16), Index-.063, (L/5838) Maximum Total Load Deflection of .032' (1/16), Index=.066, (L/3548) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 9'10-3/4" CJ ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 DS SP ENG. FOR: TRUE TRUSS INC - JODI S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP (214) 660-3940 _PLAT1=-AREA: N FO L LL BC 0 WEBS LAYOUT ID: 96 OL BC 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE:TOT Al 479/q EXCEPT AS MAY BE NOTED 1! LUHBEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5! CONNECTDP PLATES SHALL BE IIISTALLED SVI44ETRICALLO OIt 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE C011IItxIOUSL+ 13! 1- It1DICATE5 LATERAL BRACING MEMBER (1X4 MIN.! 5RECIES. Ar4i 19%MAXIMUM 14015TIJRE CONTENT, OR 5'JCH THAT THE JOINT. BRACED BY EITHER 3/8" (MINI PLYWOOD SHEATHIUG, 1/2' f4! IIISTALLATICII AND EPECTIC41 OF THE TRUSS, PEPIIAIAINT, AIIO IS vF n1.3 AL LGN ABLE STRESS VALUES. ALL 'ALUES USED 5: TLP CnCF''D SPLICES ARE NOT RECOM14ENDE6 TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 1G' 0.0. (NA/;. TENPCFAP-+BRAC ITIS SnG'JLG BE DOItE IN ACCORDANCE NIin FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE flA- 01 RE C TL+ ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AHD ERECTION PueLICATIGNS. TIOIIAL DESIGN STANDARDS PUBLISHED Of THE NATIONAL h 1-2000 APPROVAL fNMSERS: UBC 2342. FHA TCB 201A, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COIITIIPJD'JSLY15i THIS DESIGN CC44FORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSGCIATTIXI 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' MIN.! PLYWOOD SHEATHING. 1/2' TIaUS FOP METAL PLATE CCINIECTEO NOGO TRUSSES ANG 21 7H15 DE Slut IS BASED D11 CLAP?COIRIECTOP PLATES 014LV el THIS TPJSS HAS BEEI1 DESIGIIED FGR THE LOADIFIG SHOWil (Mill.) DRYWALL OR BRACING 14EWBEPS SPACED AT 16' a C. OUALIT+SIM IDAROS FCA TRUSSES. 31 Corn IE CTOR PLATES SIZES FRE BASED ONAAAI FORCES ONL/. Oil THIS DRANItIG. 1115 TALLATIGII AIIG USE SHALL LGNFDRN (MAX), UNLESS HOTEO OTHERWISE. 16) Ib MEMBER OF THE TRUSS MAY BE CUT GP I/ODIF(ED [N AN? NA+. a! CONNE CTGa RLAiE SIZES ARE CALLED 0'JT WIDTH iACaG55 SLOTS; WITH THIS DESIGN 12) ® INDICATES BEAR IhIG LOCATION. 17) SPECIAL HANDLIl*CARE SHOULD 6E TAKEN DUPING SH1PP UlG AND B+LENGTH fALONG SLOTS) ANO THE OPIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPUSSES OF ERECTIG14 OF TRUSSES SEE HIB-91 FOR RECOM14Ef1DAT1ON5 j)=CALL 0'JT IS 1HE OIFECT GtI OF THE PLATE I GTn, IDE14TICAL LOADIIJG A140 COt G'JR t -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, RUN i 7-0-0 7-0-0 1-5-14 74 PLF Max Height 3-10-3 12 ^ 12 49611 6 248# 248# m y , 0 rn 670 1340 67# T T 631# 631# I T (3.5)25% (3.5125% m 1 3x4 (M 3x4 20 PLF 7-0-0 7-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) le-o-o WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 4-57#AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD"LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHOnO BRACING nEQUTREMENTS. (2(~U 9/,5ls /t73 No trusses: 3 Maximum deflection occurred at bottom joint #2. JJA Maximum Live Load Deflection of 0" (0/16), Index-.043, (L/8400) Maximum Total Load Deflection of .032' (1/16), Index-.046, (L/5250) (N IK) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 14'0" COMMONS T-20 �#f ALPINE ENGINEERED PRODUCTS Inc v�000 2-0-0 LL TC 30 2X4 Y2 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 2X4 Y2 N SP 1, !2141 660-3940 PLATE AREA: INC FOR STL LL SC 0 WEBS LAYOUT ID: 92 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL q71/q EXCEPT AS MAY BE NOTED I! LUIJBEP SHALL BE OF THE SPECIFIED M311IM'A4 GRADES. 5) COIx1ECTOP PLATES SHALL BE IIISTALLED SfIA14ETRICALL'/ OH 10; ALL 7ENSIOI4 CHORD MEMBERS ASSUMED TO BE COHTINUO'JSL, 13) Jr- IIIDICATES LATERAL BRACUIG MEMBER (114 ScE- IES, Ar1O 19%MAXIMU.MO1ST'JuE CJrITENT. 00 S'JCH THAT THE JOINT. BRACED B+EITHER 3/8" (MI18 PL'IN000 SHEATH1116, t/2' JA! IMSTALLATIGII MID ERECTIGJ OF THE TRUSS, PERMAIIEHT, MID IS DF HIGHER ALLOWABLE STRESS VALUES. ALL 4ALUES USED 5, TOP CHGFO SPLICES ARE NOT RECOMMENDED TO OCCUR IMI NI OPYNAIL OR BRACING MEMBERS SPACED Jr' o.c. (MAX) TEI4PCAAPl BRFC IfIG Sr1UJLO BE OO11E IH ACCORD:IM_E Klin FOR DESIGN ARE BASED D1J TnE LATEST EOITI OfI GF THE IIA- I, TL'1 ABOVE A BOYTO14 CHORD SPLICE. 11NLESS NOTED OTHERWISE. CUPPEIIT TPI BRACING MID EREP TI014 PUBLICA11614S. TIOIU.L GESIGII STA14DARDS PUBLISHED B+ THE MA TI DUAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014, SBCC 111 ALL COMPRESSION CHORO ME143EFIS ASSUMED TO BE CONT If100051Y15j THIS DESIGN CDtIFORMS TO CURRENT TPI DESIGN SPECIFICA- FJPESi PPOGUCT$ ASSDClaT IIX4. 7251, BOCA FILE 06-125 BRACED BY EITHER 3/e" ±MIN.) PLYWOOD SHEATHItIG. 1/2" TIONS FGR METAL PLATE CONIIECTED WOOD TPUSSES AND 2) TrIJ5 OESIG14 I5 BASED DU CLAP'( COIxiECTOR PLATES(A Y. 8) THIS TRUSS HAS BEEN DESI GIIED FOR THE LOADING SHOWN (MIM.) DRYWALL DR BRACING MEMBERS SPACED AT 16' a.c. DUALITY STANDTHE FOR TRUSSES. 3) Car x 1ECTOR PLATES SIZES APE BASED ON Ax14L FORCES ONLY. 011 THIS DRAW111G. IfISTALLATIGII MIG USE SHALL CONFORM IMAx), L44LESS NOTED OTHERWISE. 16) NO MEMBER 4D THE CARE MAY BE CUT OR MODIFIED III M41 NAY. 4! Ca CTDP FIp TE S1ZE5 PRE PALLED OUT WIDTH IADRG55 SLOTS; WITH THIS DESI(i11. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDL I4JG CARE $WOULD BE TAKEII DUPItIG SHI PP I1w A110 BY LENGTH IALDNG SLOTS] AND THE DRIENTATI014 OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HIB 91 FOR REP PAMEIIDATS4IS SIZEC OUT F CT II OF THE n P f GT !T C IID IG CO,fl G'JR 7 I -COIIFIGURATIC44 ARIDLOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONALPLATING FOR HAtIOLIt4G TRUSSES 15 RESPONSIBILITI OF FABRICATOR. -THIS TRUSS IS DESIGtIEO OtILt FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS 140T THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-6 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 6 273Y 273Y X � 12 322.1 >�, 6 y 160Y 0Y I o \ c \ 8 60 119Y 339Y 86Y T ? 9600 96G Y m 1 I m (3.5138% [3.5138% v v 3x4 5x6 3x8 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1 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 LS UPLIFTCUNNECTIONREQUIRED: Gam#AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. esL) 3 No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .069" (1/16), Index-.098, (L/3652) (U 1 N D Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333) rr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-9 T-18 ALPINE ENGINEERED PRODUCTS IncR: TRUE TRUSS INC - V_2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG, FO 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRANO PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT I0: �pF� 12141 650-3940 P RBA: SQLL BC 0 WEBS A AIN FOR L __— 244 DL BC 10 2X4 #3 SP ADDRESS: 3/16 ME HBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED .,- __ _ _ e - / ¢. i PBRACING MEMBER f 114 1411+.1 I LUMBER SHALL BE OF THE SPECIE IED u7U1 uJN GRADES, 5! CO+IIECTOR PLATES SHALL BE NlSTALLEO S/MMET RICPLL'/ 011 101 ALL iEtISI pI CWMO MEMBERS A55'JNED TO BE LD14T If1U0USt 13! /' 1101CATE5 LATERAL I SGECIES. Arlo f9x uA/IMJu u01STJoE CONTEUT, OR S'JCH THAT THE .IOIII7_ BRACED By EITHER 3/8" ININ) PL'/HOOD SHEATHIf10. 1/2' 141 114STALLITIC41 A110 EPEC7IGt1 OF THE TPUSS. REPMANE111. AIC IS GF nI C.H AI LJKABLE STRESS VALUES. ALL '/AL UES USED fi; TGP CHORD SPLICES ARE NOT HECGNI4ENOEG TO OCC (MIH) DRYWALL OR BRACING MEMBERS SPACED 10' R.c. (MAY). TEMPCFAP-/BP ACING SHOULD BE 0011E 114 ACCGPGAIICE Klin FOR OESIGN ARE BASED Ol TnE LATEST EOITIDU vF THE flA- 01 RECTL/ ABOVE A BOTTOM CHORD SPLICE. L44LESS NOTED OTHERWISE. CUPPENI TPI BRACING ACID ERECTION PJSLICA715115. TIOr4AL GES IGN 5TANDta05 PJBLISHED BY THE NATIO4AL 71 V-2000 APPROVAL NUMBERS: LAIC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COITIt9JOUSLy15) THIS DESIGN CONIFORMS TO CURRENT TPI DESISU SPECIFICA- FORE51 PRODUCTS ASSOC IAT 10rl 7251. SOCA FILE BG-125 BRACED BY EITHER 3/B" (MIN.) PLYWOOD SHEATHING. 1/2' TIC445 FOR METAL PLATE COB4ECTEO WOOD TRUSSES AND Z?) THIS OES OOC4A IS 'SSC.011 :.LAR'/ COtHIECTOP PLATES NJLV. 81 THIS TPJSS NAS BEE11 GEST O7ED FCA Tf1E LOp01rIG SHOWN (NIH.) DA'/MALL 014 BRAC IIID MEMBERS SPACED AT f6' o.e. DUALITY STAf10ARO5 FGR TRUSSES. 3! CONVECTOR PLATES SIZES ARE 8ASED 014 AY IAL FORCES ONLY, al THIS DRAWIf16. INSTALLATION ACID USE SHALL CO4FUW4 4MAx). L#4LESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAY BE CUT OR 140DIFIED IN ANY WAY. 4) COIHIECi OF PLATE SIZES APE CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEAR1110 LOCATION. 27? SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND B+ LEIIGTn (ALONG SLOTS) ANG THE OPIENTATIOr4 OF THE 9) THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-Sf FOR RECONME10ATIONS SIZE CALL OUT 15 THE DIRECTION F TnF PLATE LENGTH. G MIT C - AND C 1 Gu -COIJF IGl1RATiGN AND LOaG LIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANOLING TRUSSES IS RESPONSIBILITY OF FABRICATGP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONti. PROVISION FOR THE PREVENTIO14 OF PONOING MUST BE MADE AND IS 1407 THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 3-7-8 3-4-8 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# 2540 L y � 12 X 2411 0 \ 28 0 4 6 Oto 123 1230 m 2 y L 0 560 1305# 700 1030 66# 1 -1. -T M fn 1761# 13640 (3.5169% 13.5153% 5x5 3x4 3x8 5x6 3x6 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7- -0 1202# 1-4-0 1-4-0 21-0-0 BUILDING C(PE: ENCLOSED RESIDENTIAL 1 CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: �3a 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: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint +Y2. 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 (PSF) TC LUMBER TRUSS: 21'0- H-7 T-19 #� ALPINE ENGINEERED PRODUCTS Inc2X4 ill N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. V�000 2-0-0 LL TC 30 GRAND PRAIRIE. Tx 75051 7'0 DL TC 7 2X4 #2 N SP BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 � _ (214) 660-3940 PLATE AREALAYOUT ID:: INC. FOR STL LL 8C 0 WEBS -• _�.� 334 OL BC 10 2X4 i3 SP ADDRESS SCALE: 'MEHBER TRUSS PLATE INSTITUTE 33.33 TOTAL 473/16 EXCEPT AS MAY BE NOTED I! LUI4iKP SHALL sBE OFTHE SPECIFIED MIrIIMUM GRADES. 5) CC411JECTOR PLATES SHALL BE IIISTALLED SYMMETRICALLY OH f0) ALL TEI151011 CHORD MEMBERS ASSUMED TO BE COIIIIIANOUsLV 13) 54" IIIDICATES LATERAL BRACING 14EI48EP (1Y4 MIN.; SPECIES, _D 190 MA/IMU-MOI5TJ1 E CONIENT. OR S'JCH THAT THE JOINT. BRACED BY EITHER 3/8" UAIII) PLYWOOD SHEATH111G. 1/2' 14( 111STALLATIOII ANG EREC710N OF THE TRUSS. PERMANENT. ANG 15 GF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 61 TGP CHCRO SPLICES ARE NOT RECOMMENDED TO OCCUR IMIti) DR'VWALL OR BRACING MEMBERS SPACED 10' 0, (NF%1. TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED TN+ THE LATEST EDITION GF THE IIA- CIRECTL'V ABOVE A BOTTOM Cn ORD SPLICE. :NILESS NOTED OTHERWISE. CURRENT TPI BRACING ANG ERECTIC14 PUBLICATIGNS. T IOtIAL DESIGN STAND ARTS P'JBL I SnED BY THE NATIDNAL 71 '0-2000 APPROVAL RUMSEAS: UBC 2342. FMA TCB 2014, SBCC 11) ALL COMPRESSION CHORD ME14SERS ASSUMED TO BE CGNTINUO'JSLY151 THIS DESIGII CM4FDRMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE B6-125 BRACED BY EITHER 3/8" (MIN.) PLYWGOD SHEATHING. 1/2' TIC44S FGR METAL PLATE CC4414ECTED WOOD TRUSSES Ar40 21 THIS DESIGI4 IS BASED ON CLARY CGrIIECTOR PLATES OA.Y. 01 THIS TRUSS HAS BEEII OEST64IED FCA THE LOADIIIG SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' -C. DUALITY STANDARDS FOR TRUSSES. 3) COrkIECTOR PLATES SIZES ARE BASED O!AXIAL FORCES ONLY. ON THIS DRAWIIIG. INSTALLATIGII AND USE SHALL CONFORM (MAX). UNLESS 140TED OTHERWISE. 16) NO 14EI48ER OF THE TRUSS MAY BE CUT GR MODIFIED 111 Arlt MAV. 4) COI0IEC T GR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIO4 12) ® INDICATES BEARN46 LOCATION. 17) SPECIAL HANOLIIIG CARE SHOULD BE TAKEN GIBING SNIPPING AND BY LENGTH IALONG"I'S L GT SI A14G THE ORIENTATIOW GF THE 91 THIS OESIGII IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE ni0-91 FOR RECCMMEr4OATIO4S C OU THE R CT GN G Tn THE G t C O 'IG NO rF U I -CONFIGURATIO'I AIM LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES 140T USED. 3-9-e 3-2-8 -AODITIOIIAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY/ OF FABRICATOR. Max Height 3-10-3 rn Tu 37 PLF 540 1190 �+h f2 650 6 5931 1OBB0 4941 12111 12020 [3.5)34% 13.5134% 339 PLF BUILDING TYPE: ENCLOSED RESIDENTIAL Q CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area #! 13 3x4 X 4X4 UPLIFT CONNECTION REQUIRED: XAT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. 3-2-8 L 7-0-0 K.-eL) A No trusses: 1 One Half of 14-0-0 Trusses supported by Bot Chord w ( �p n� Maximum deflection occurred at bottom joint Y2. 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 2X4 112 N SP ENG. FOR: TRUE TRUSS INC - 180S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X6 #1 DS SP (214) 660-3940 �LA�'E AREA: INC.FOR STL LL BC 0 WEBS LAYOUT ID: 126 DL EVC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 • � � TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 I _ l Cala FRgM= 1 Q l4zD U m 4 I !EA(99'0)41 9 SPt?6(I IM7 1 z j SPL-6 11A 0�4-1f Spar, T) 161(37 A.15 SF G ;r 1E{(39 D' j5 S> G rS teA(39'0'�=I 3"4/ ,'t 12' �1�5 Q°,c�" >✓�G I i IEM H-01- FAF06 77 3EAC3q'0�SPP.G 4a'0'G ;c. p �y 11:4m, 1 sic 7 , :n 1 lEa( t(-Il G 7 - �, Roof ao DEt& e 21-8�9-9 SM T I>=A(9 -0`) ,-5 sPrc : IEA(Q�' )H-5 MCI . . �_ IE 2•D PEG r� Lnl N IEA 41'M c MMOAI -1,01 fEq(5'O�MRi04rRp nE j1. Do not Cart or alter Losses 2----1 b�kMTMTR= ritho.i written permission a IE1�(,2i HG-� 'j-/1 o, — from True Truss HANGER S p2. Trusses will ht built in O 5 f r Z X 6—8 strict accordance x;Ci this ` 1 9'•0,)" 1Ro•.j,r Z X 18 layout. tEA la'-Q' Gk6[L Approved By: a- -- --- - 4 X 18 Date: .............. ROT r - ; - ---- -- ---- - CUSTOMERGij f5 3F of H,�o,s W !OB NAME 3.774, A-- -- -- I C7 a GIRO I I E.w E,�OLO N{D TEA 14-0") A.ei. '•T0 -�3- ► RUE TRUSS 641-0766 EMSEO IMFORTAUT TE I •06 NO j.j'•p� JG�D'r ON RECEPTION OF LAYOUT L TRUSSES, ALL FRAMERS j ^ P ARE ADVISEOTO CALL TRUE TRUSS FOR u.w wurlE, FURTHER INSTRUCTIONS BEFORE SETTING OF TRUSSES. I 08-05-1993 S = Z E Ilk IVALY S T S Page 1'of 1 11:17:46 TRUS JOIST MacMILLAN (MAST_siz-S1001) MARK H. ROSE (SOlOD) Project Name: CENTEX HOMES - PLAN 13706 A 6 B Page Title: GARAGE DOOR HEADER ------ TJSizingT" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 =---;--=-- Application: Deflection Criteria (MR) Member Use.........,..... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top 81ope(in%ft)... -0.006 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........ .MIA. SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Rept I UNif(plf) 350 133% 220 10'- 0.00' 6'- 6.00' from Lt Repl 2 ONIP(plf) 240 1331. 150 6'- 6.00.9. 01- 0.00' from Lt Reel 3 CONC(lb) 960 1331 610 61- 6.00' from Lt Add 16" TJI( 7)/96 : 16'- 6.00' ----------------------------------------------- S I Z E A N A L Y S I S --------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current 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 TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 5091 5091 < 5985 1181 RIGHT end Span 1 under 133% stress TOTAL Load Moment(ft-lb) 22731 22731 < 26215 1151 MID 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 MID 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 Mai. Unbraced Length(in) 52 Copyright (`) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI("' 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 211-1-23. DRAWING NUMBER DATE 14877 1024 Re .1 3-25-93 14877 2024 Rev.1 3-25-93 14877 3 024 Rev.1 3-25-93 14877 4 024 Rev.1 3-25-93 14877 5024 Rev 1 3-25-93 14877 6of24 Rev.1 3-25-93 14877 7024 Rev,l 3-25-93 14877 8024 Rev 1 3-25-93 14877 9024 Rev.1 3-25-93 14877 10024 Rev.1 3-25-93 14877 1102 Rev.1 3-25-93 14877 12024 Rev.1 3-25-93 14877 130024 Rev 1 3-25-93 14877 140 4 Rev.1 3-25-93 ►41;ft51ft#tt1l 14877 15024 Rev.1 3-25-93 *0�R` ��i,•�� 14877 16of24 Rev.1 3-25-93 14877 170 Rev.1 3-25-93 } �,j •• / �� 1487718024 Rev.1 3-25-93 •, ,y �'� 14877 19024 Rev.1 3-25-93 14877 20024 Rey.1 3-25-93 ( �� /,•�' 14877 210f24 Rev.1 3-25-93 14877 220f24 ReV.1 3-25-93 14877 23024 Rev 1 3-25-9 r,�ter t t►tt ��``` 14877 24024 Rev.1 3-25-93 ,1! L—BER SHALL Be OF THE SPECIFIED MIIIIW-w GRADES. S! CONNECTOR PLATES SMALL BE INSTALLED S,MAETRICALL, 014 101 ALL,TENSION CHDRO MEMBERS ASSUMED TO BE CONTINUd_50 131 INDICATES LATERAL BRACING MEMBER (1-+.4 4111.) SPE_IESAND 19%MA>.Iw_M.MOISTURE CNITENT. OR SUCH THAT THE JOINT. BRACED 9v EITHER 3.'B' 464114) PL'.WOOO SHEATMINB. f!2' 141 1INSTALLATION AIX)ERECTICN OF THE TRUSS. PEPMAIJENT, AICD , IS CF n13HES ALWMABLE STRESS'.ALOES. ALL JALUES USED - B) TOP CHORD SPLICES.ARE HOT PECOM4ENDEO TO CCC-00 I411fi Opti MALL OR BRACING MEMBEPS SPACED 10' 6— IMAX1. TEMPCAAR':BRACIHO SMJJLD BE DONE IN ACCORDANCE WITH FOR OESIG, ;RE BASED ON.TOE LATEST EDITION OF THE HAa- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING Mt ERECTION PUBLICATIONS. TIDNAL CESIGI4 STAICAPOS PUBLISHED 01 THE NATIONAL -'I V-2000.APPROVAL 1LM11ERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHC'RD MEMBERS ASSUMED TO BE CC4JTIUU0VSLYISt THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS A5.50CIATIOt. `281. BOCA-FILE 06-123 BRACED B'Y EITHER 3.6' 4MIH.) PLYIIOC9 SHEATHIIM. 1.'2' TIONS FOR METAL PLATE CC44IECTEO WOOD TRUSSES AND 21THIS DESIGN IS BASED ON CLAR/ COINIECTDR PLATES C4LY. 91 THIS TRUSS HAS BEEN DESIGNED FFA THE LOADI14G SHOWN (4114.) DRYWALL OR BRACING MEMBERS SPACED AT IS* o.c. OUALITr STANDARDS FOR TRUSSES. 31 COIJNECTGR PLATES SIZES ARE.BASED ON AYIAL FORCES ONLY. 014 THIS'DRAWING. INSTALLATION AND USE SHALL CONFORM WAX) UNLESS NOTED OTHERWISE. 111 ID ME14SEA OF TME TJMJSS MAY BE CUT OR MODIFIED IN AN, WA,. 41 COIAIECTCR PLATE'SIZES ARE CALLED OUT WIDTH iACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HA14DLIIIG CARE SHOULD BE TAKEN DVRIID SHIPPING AND B� LENGTH IALONG SLOTSi AID THE ORIENTATION OF THE- 9? THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIC44 OF TRUSSES. SEE HIB-91 FOP PECOMMEIDATIONS961t OVT IS INE DIPE�T'ICN CF THE PLATE IFNGTH, IDENTICAL LOADING ATE CONFIGI-TIATION . -CCNFT ATICN ANn 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 SHONN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARK. -ANTICIPATED HORIZONTAL MOVENENT LYIDER TOTAL LOAD - .544' 2-11-11 3-0-0 RUN 1-6-5 4-10-9 4-e-13 �' 4-f0-9' - 7-8 4-7-5 4-7-5 3-1-13 TUR# 1-5-14 1-5-14 Max Height 9-to-3 74 PLF 12 N x Jim 3T�Iz 3fi4 — 9+g N 12 pxlL N � _. NA SSI a � 3 18380 2.3 +5 N r: c 1838# (3.5)72X 1 - 3Sr1c1Z 3x4 axe 9x11 8X (3.5153X 3x4 b?t11- 1 3x4 4 3x12 302 2.85 20 PLF 4 i2 3-0-0 4-6-0 4-10-9 4-8-13 4-10-9 7-8 5-11-0 7-5-8 02Ds #2 Irl 62 02 02 Q (� 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 2X4 1-4-0 �i BUILDING TYPE: ENCLOSED RESIDENTIAL 97-0-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 94d# AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 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 De.flect•ion of .502' (8/16), Index-:411, (L/877) Maximum PPTotbl Load Deflection of .787' (13/16), Index-.429, (L/560) RECOMMENDEO CAMBER: .43- U A W f ND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-19 T-7 DWG. i ALPINE ENGINEERED PRODUCTS Inc V LL TC 30 2X4 i2 N SP ENG. FOR: TRUE TRUSS INC - 0977 1801 S. GSW PKWY. ,2000 2-0-0 BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE, TX 73051 - 7.0 DL TC 7 2X6 M1 Os SP (214) 660-3940 L LL BC 0 LAYOUT I0: -,��-� WEBS 758 33.33 OL SC f0 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 ----H s SH LUI+BER SHALL BE OF THE SPECIFIED uC:)lu•JM , OR.5, 5! .THE EJOINT PLATES SHALL BE INSTALLED SruMEi RTCALLI 011 fOj ALL TENSION CHORD MEMBERS ASS•JNED TO BE T"11 I. 1/2' 13! � INDICATES LATERAL BRACING H MEMBER (1l4 u1N1 SFE:;IES ANG 19Y i+t/IN'.N+ uO7 SI'JPE COr17 EMIT, OR.S,'JCH THAT .TME JOINT BRACED BY EITHER 3/8" (Mlrl) PLIN000 SHEATHIf IID, f/2' 141 (NST ALLATIGN AIlG ERECT ILII OF THE TRUSS. FERu<l lEll/, u1G 15 GF HI GHEP ALLOWABLE STRESS IALUES, ALL YALIJES-USED 61 TOP CHORD SPLICES ARE NOT RECOMME14DEG TO GCCUP ININIi DP'/HALL OR SPACING MEMBERS SPACED 10' 0 C fuAl;. IEMPCAAP( BRACING StlUJLG BE 0011E III ACCORDANCE WITH ,JR DESIGN ARE BASED Ort THE LATEST EDITION.OF THE HA- - DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. _UFPEIIT TPI BRACING AHD ERECTION PUBLICATIONS. 'IONAL GESISil S7ArJOARDS PUBLISHED Ba THE NATIONAL.. 7) V-2000'APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNT714UDUSL15i THIS DESIGN COLIFORMS TO CURRENT TPI OESIGrl SPECIFICA- FOREST PPUGUCTSASSOCIATI Ort 7251.�BOCA TILE 06-125 BRACED BY EITHER 3/8" WIN.) PLIWGGD SHEATHII4G. 1/2' TIONS FGR METAL PLATE COr4NECTEO WOOD TRUSSES AND 2) THIS OES IGr1 IS BASED ON CLAR. CGIb+ECTOR PLATES ONLY. B) THIS TRUSS HAS-BEEN DESIGNED FOR THE LOADING SHOWN (MIN.).DRYWALL OR BRACING MEMBERS SPACED AT 16' o C. OUALIT. STAIIDARDS FOR TRUSSES. T _TjrlECTCP PLATES SIZES ARE BASED OrI AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION A140 USE SHALL CONFORM (MAX), L14LESS NOTED OTHERWISE. 36! IMO MEMBER OF THE TRUSS MAN BE CUT OR 140DIFIED IN ANI WAS, 4! CONVECTOR PLATE SIZES ARE CALLED 0'JT MOTH (ACROSS SLOTS) WITH THIS.DESMON.' 12) ® INDICATES SEARING LOCATION. 17) SPECIAL HANOLI110 CARE SHOULD BE TAMER DURING SHIPPI143 AND BI LENGTH IALONG.SLOTS( ANG THE ORIENTATION OF THE 9) THIS DESIGNIS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI8-91 FOR RECOMMENDATIONS CA O-ji IS T D F CT N GF 7H P4TI F—TICONFIGURATION. CONFIGURATION ARID LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER 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 PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HOSIZC41TAL MOVEMENT UNDER TOTAL LOAD - .291' 3-i1-13 3-4-8 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 B-10-3 ' 74 PLF 12 D 6 sus X �Xs N A \ ' 12 '�+ 3+q •� / 6 E--' TO m M N �\\ \\ e \\\ 1839# 10 m (3.5172% I ' 1839# , v 3x4 M � [3.5153X r;T 6x11 4x8 "GXIz3x4 3x8 1 v N 3x4 m 3x12 a 2.85 N 20 PLF 12 1-4-8 4-6-0 6-3-0 6-3-0 5-7-8 6-0-0 7-0-0 02 #2 #2 02 1'2 02 1-4-0 2x4 2x4 2x4 2x4 2x4 2X4 1-4-0 37-0-D' D BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEE1: 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 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 - _ THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40.53' from the left end of bottom Panel #2. ID /AEU /93 Maximum PPLive.Load Deflection of .405" (6/16). Index-.332, (L/1085) Maximum PPToCal Load Deflection of .636" (10/15), Index-.347, (L/693) CLARY DIVISION - PLATE TYPE: O.C. SPACING LOADINGIPSF) TC LUMBER TRUSS: 37'0" H-17 T-6 ALPINE ENGINEERED PRODUCTS Inc V000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - LxJ tB01 S. GSW PKWY. Be LUMBER - PROJECT: CENTEX 3706 A S B DATE: 27 Jan 1993 GRANO PRAIRIE, Tx 75051 7•0 OL TC 7 2X6 #1 4S SP LAYOUT I0: 12141 660-3940 P -E A A: N .. OTL LL BC 0 WEBS ADDRESS: 618 OL Be 10 2X4 N3 SP SCaLE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/8 EXCEPT AS MAY BE NOTED 1.1LUHGL9 SHAM BE OF THE SPECII SED 11TH(NVM GRAOE5, - 51 cw ECTOI PLATES SHALL BE IIISTALLED SIM14ETRICALLI ON 10) ALL TENSS011 CHORD MEMBERS ASSUMED 10 BE C011l(IIUO'JHLl 13) I+I0IC0.TES LATERAL BGACI(NG 14EMOEP HX4 HI11. SPECIES AI+G 19%4A,14-J.1101 Si'JRE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" IMIIII PL'1W00D SIfEATH1ING. 1/2' 14! UISTALLATI ON AIID ERECTIFAI OF THE TPJSS, PERM 14ENT. ANG I5 GF Hj OHEP ALLOWABLE STRESS IAL.UES, ALL VALUES USED 61 TOP CHGPG SPLICES ARE NOT PECGH14ENDED TD OCCUR (MINI bPYWALL OP BRACING MEMBERS SPACED 1D' o c. TMAV4 IEMPCPARI BPACIUS SHG:g G BE U0(1E IH ACCGPGAIICE WITH FOP bE5l6n -RE BASED-GIN TIE LATEST EDITIO14 OF THE IIA.' GI)1ECTL1-ABOVE A-BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUPRE111 TPI BRACING AHD ERECTION PUtALICATIONS. TICi4AL GESIOtI BASED PUBLISHED Br THE NATICINAL 71 V-200 APPROVAL t1UMSERS' UBC 2342. FMA TCB 2014. SBCC 11) ALL.COMPRESSION CMORO KE14BERS ASSUMED TO BE CGNTIN'JO'JSLW5i THIS GESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST FROWCTS ASSOCIATION. 7251:.:80CA FILE'66-126 BRACED BY EITHER 3/8" 941tl.) PLVWDGD SHEATHING, 1/2' TIONS FOR METAL PLATE CC44JECTEG WOOD TRUSSES AHG 2) TH15 DESIGtI IS:8ASE0 O+LLARI COIUIECTOR PLATES WILY ,e)'THIS IR'JS6 WAS SEEtt.DESIGIAED FOR THE LOADING SHOWI (MIN,)-DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALIT'I STMIDARDS FOR TRUSSES. 31 C(Itn+ECt DR PLATE$SIZES ARE BASED 011 AIIAL FORCES OILY. 'Ott TWIS DRAWING, INSTALLATION AND USE SHALL CONFORN INA X)'.,UNLESS NOTED OTHERWISE. 16) tD NEM6ER GF THE TRUSS MAI BE CUT GR MODIFIED IN ANI MAY. A; CD+w+ECTGR PLACE SIZES ARE.CALLED 0'JT WIDTH (ACROSS SLOTS) .WITH THIS DESION t 721 INDICATES BEARING LOCATIC44 17) SPECIAL HAtIDL11D CARE SHOULD BE TAKEN DURING SHIPPIIIG ANO 81 LENGTH IALOt+G SLGTS; ANG THE ORIENTATION!OF THE 90 THIS DESIGN Is APPLICAaLE TO SHORTEN SPAN TRUSSES OF ® ERECTION OF TRUSSES SEE MI8-91 FOR PECOMMEt4OATIO11S SIZE C OUT 15 THE OJEECTIGN OF TIE PLATE N ' lopiTICAL LOADIII(;RQ CCItIFIGURATIOU, CGIIFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIONAL PLATIfiG FOR HANDLING TRUSSES 15 RE5PONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PADVISIDH FOR THE PREVENTION OF PONDING MUST BE 144DE AND IS NOT THE PESPDIISIBILITY OF THE TRUSS FABRICATOR OR CLARY. :. -ANTICIPATED HORIZONTAL MOVEMENT tN10ER TOTAL LOAD - .314' RUN 4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 5-4-8 5-7-8 RUN J-5-14 1-5-14 74 PLF Max Height 7-10-3 12 5� � • >< CU 3x4 ;7xI 18391Y' G 1839M [3.5153% 3x4o1 3x4 NM 611Z 3x7 N [3.5153% 3xA 3x11 x 3x1a 2.65 a 2 20 PLF 12 2-5-8 '4-6-0 5-3-0 5-3-0 5-2-0 3-4-8 11-0-0 020s i2 02 02 i2 i20s D 1-4-0 2x4 2x4 2x4 2x4- 2x4 2x4 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 ,g UPLIFT CONNECTION REQUIRED: 'Ala 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: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 26.25" from the left and of bottom panel #3. �R E U 3 -0,5- 7 Maximum PPLive Load Deflection of .378" (6/16), Index-.309. (L/1165) /•-IFA Maximum PPTotal Load Deflection of .593" (9/15), Index-.323, (L/743) n" (,U I AID CLARY DIVISION PLATE TYPE: D..C. `SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-15 T-5 7qA ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE, .TX 75051 _ 7.0 OL TC 7 2X6 N1 D9 SP1214) 660-3940- PLATE ARS TNC. FORSTLLL BwEflS ADDRESS: C 0 LAYOUT ID: 590 DL BC !0 2x4 43 SP EXCEPT AS MAY BE NOTED : (MEMBER TRUSS PLATE INSTITUTE I 33.33 TOTAL 47 1/g . .___. .--.__.__1 ..--------- ------------ ---- --------- _..-----_.. _------- _..---------------.__._- ----_..----------- �..---------- I"LW.(iER .LL BE OF THE SPECIFIED MI111"JM GRADES, 6) C0181ECTOP PLATES SHALL BE IIISTALLED 50414E1PiCALLr OU 10) ALL T6NSIO!CHORD MEMBERS A55-MED TO BE COLI I INUO'J5Lr 13! ITIDICATES LATERAL BRALPIG MEMBER iIX4"Ill.) 51•E�t EG, uAi t9Y NAx114'LIA MD'T Cv'11IEH7, Du 9'JCM THAT -iHE.JOINT-: - BRACED EITHER 3/8" (MIH) Pt.'AW000 SHEATHIIIG, 1/2' 14! ItISTALLA11611 AIG EPECT1614 :.F THE TRUSS. FEPMAIIErIT, AND 15 -�F nI;nEP ALCDWABLE S'HESS 'l ALUES, ALL ALLIES USED Bj TOP C"W SPLICES APE.HOT PECGWMEHDEG TO OCCUR (MJN'j DRYWALL OR BRACIIIG MEMBERS SPACED SG' R r:. IMAYI, TEMPCFAR. BPAC1115 SHOULD BE OOIIE 114 ACCOPOAHCE WITH FOR OESt 511 APE BASED O+ n,E LATEST EDITIDN OF THE IIA- DIRECTLY ABOVE A SOTTTWA CHORD SPLICE. UNLESS NOTED OTHERWISE. CURPEIIT TPI BRAL'111G ANG ERECT 1014 P'JBL LCAT{UIS. 1At CE57 W4 STA'"ROS PUBLISHEO 8Y THE NATIONAL - 71 Y-20D0 APPROYAL t&NBERS: UBC 2342• FHA TCB 2014. SBCC IT) ALL COMPRESSION CHORD 14EIAKFIS ASSUMED TO BE CONTINUOUSL-n5i CHIS DESICN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FUI+EST PPOCUCTS ASSOCIATION 7251, BOCA FILE 66-125 BRACED BY EITHER 3/B•• IMIN.) PLrWDGD SHEATHING. IT (IVIS FOP METAL- PLATE COxICCIEO WUGD TRUSSES —C, el 1H0 OTS IGII 1,BASED CAI CLA01 CVLIECTOR PLATES LILY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.).DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITA STAIIOARDS FDA TRUSSES. •_Oluff Cl�P PLATES S12ES APE 045FD ON A/IAL FORCES GNLI. Oil THIS DRAWING. IIISTALLATIGII AND USE SHALL COrIFOPM (MAY.), UNLESS NOTED OTHERWISE. 16) 110 1AE#4BEP OF THE TRUSS MAA BE CUT GP MODIFIED IN AI+i WAV. • ?I OIUIECTCR PLATE SIZES APE CALLED OUT WIDTH iACRGSS SLOTS).WITH THIS DESIeu 12) ® INDICATES BEAPIN3 LOCATIO4. 17) SPECIAL HAt40LING CAPE SHOULD BE TAKEN GURIND SHIPPING AND BI LEIGTH (ALONG'SLOTS] ANG THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OF EPECTI:A4 OF TRUSSES SEE HIB-SI FOP RECOMMENDATIONS CAI CYIT' F CT GN rF THE P T !G ! IG t 0 G' 4, - -CONE IGURATIOII APIIS LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLItIG TRU55ES IS PESPONSIBILIT( OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOYIN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS 140T THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP(. RUN' 6-7-6 6-4-8 4-8-0 4-11-8 . 5-4-8 4-4-8 4-7-8 RIND 1-s-14 i-5-14 74 PLF Max Height 6-10-3 12 Q 6 tiD 5f P, f2 3x4D . N \ 6 r7 SrS \ IIn / 1B39# (3.5172% 3x4 3x7 1839# ti 13.5)72% m 3x11 3x7 N 5x6 % a 20 FILE 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 D BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STAPDARD BUILDING CODE (SBCCI 1991) WINO SPEEE: Ito MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCA110N: (Se) area UPLIFT COMNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WINO PgiSSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 1) AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 37.19' from the left end of bottom panel #4. PC U 3 SM a Maximum PPLive Load Deflection of .296" (5/16), Index-.242, (L/1488) V(fl Maximum PPTDtal load Deflection of .464" (7/16), Index-.253, (L/949) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0 H-13 J T-4 ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1001 S. GSM PKWY, V�OOO 2-0-0 Ll. TC 30 - OL TC 7 BC LUMBER PROJECT: CENTER 3706 A 6 B DATE: 27 Jan 1993 GRANO PRAIRIE. TX' 75051 7"0 __ __ 2X4 #2 N SP 50F2 1214! 660-3940 PATE ATEA: rW FDR TL LL BC 0 WEBS LAYOUT ID: 402 OL BC 10 2X4 03 SP ADDRESS: SCALE---; MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1�B i:,Lut.BER ^.ALL BE OF THE SPECIE(EG NIN]M'J14 GRADES. S! CGI91ECTOR PLATES SHALL BE INSTALLED 511414E iR ICALLY 011 10) ALL TEIISIOII CHDRD ME14BERS A5SU14ED TD BE COIITINUO'JSL/ 13! IrID7_.TES LATERAL BRACING MEMBER 11/A VIII.) A,ID 19x'MA/IM'JM 1.01STUPE CDIITEUT, OR Sur" THAT THE JOINT. BRACED BY EITHER 3/8" (MIII) PLYWOOD SHEATHIIIG. 1/2' fA! IIISTALLAT1511 AMG EFECTIGN GF THE TRUSS. FEP.MIEN7. AUG 15 :F n1.5rTEp ALLOWABLE STRESS iALUES. ALL IALUES USED 5: TGP CHORD SPLICES ARE HOT RECGIN4ENDEG TD OCCUR (MIN).DRYWALL DR BPAClt*14EHBERS SPACED 10' O.C. (MA/!. TEMPGRAP'I BRACING SHGJLG BE DOME IH ACCGFGANCE WITH FOP DESIGN APE BASED D" THE LATEST EDITION GF THE JIA- GIRECTLY ABOVE A BOTTOM CHORD SPLICE. 'UNLESS NOTED OTHERWISE. CURRENT TPI BRACING,A/I0 ERECTION P'JBLICATIGMS. TIDN.L GE5IGII STAIIDARDS PUBLISHED BY TnE 14ATIDFIAL 71 V-2000.AWAOVAL:tAUMBERS: 'UBC 2342, FHA TCB 2014. SBCC 11) ALL COWSESSIDN CHORD MEI4BERS ASSUMED TO BE CGININUGUSL Y151 THIS DE51GI1 CONFORMS TG CURREIIT IPI DESIGII SPECIFICA- FOREST pPOGUCTS ASSOCTATIOII .7251.. BOCA.FILE 86-t25 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIGIIS FGR METAL PLATE C040ECTEG WOW TPUSSES A110 2) TH15 DESIGN 15 BASED DII CLAR1 CG(4kECTOR PLATES GICY, IN THIS TRUSS HAS BEEN DESIGNED FCA THE LOAOIIIG SHDWI (MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' a.c. OUALITI 5TArIDARDS FGR TRUSSES. ! COIWIE C TGR PLATES SIZES ARE BASED ON AXIAL FORCES OIJL't. ON THIS DRAWING. INSTALLATION AND USE SHALL C(14FDRM IMAX), LWJLESS IIOTED OTHERWISE. 161 NO ME146ER OF THE TPUSS MAI BE CUT CP MODIFIED III AIII WAY. 4) COIINECIGP ELATE SIZES ARE CALLED OUT WIGTH (ACRGSS SLDTS) - WITH THIS.DEST&4 12) ® INDICATES BEAPIIIG LOCATIGIL 171 SPECIAL HANDLII13 CAPE SHDULD 6E TAKE/I DURING SHIPPING AND . B1 LEIIGTH (ALOIIG:SLITS; ANG THE OPI III TI.TI DII OF THE 9j 'THIS DESIGN:IS.APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION GF TRUSSES SEE HIB-91 FOR RECGHMENDATIDNS jE CALL D'JT T 0 F rT GN GF TH P •i fGTn If VR 1. COTIFIGURATI011 AND LOADI HG SPECIFIED Be FABRICATOR -REPETITIVE MEMBER STRESSES r10T USED. -ADDITIONAL PLATING FOR HANOLIIIG TRUSSES IS PESPOTISIBILITY OF FABRICATGR. -THIS TRUSS 15 DESIGNED ONLY FDR THE LGADS SHOWN. PROVISIDN FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP(. 3_6-12 RUN 5-7-8 5-4-8 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 6 f2 6 G� 3x4 x 3X6 /v 3x4 .. to \� I " \. 1839# 3x7 0 ' (3.5)72% 3X4 I 1 N 1839# 3x7 5x6 30 014.1' m (3.5172% x Cu 20 PLF 11-0-0 3-10-8 4-0-4 7-4-B 7-0-0 1-4-0 1-4-0 37-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 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 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA I� U 3 11 5-lg3 Maximum deflection occurred 25.81' from the left end of bottom panel #5. Maximum PPLive LDad Deflection of .36" (6/16), Index-.311, (L/1159) Maximum PPTotal Load Deflection of .596" (10/16). Index-,325, (L/739) U J ( rlD CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-3 li ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - I leo/ S. GSW PKWY. 0 BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 ?� GRAND PRAIRIE.. TX 75051 OL TC 7 2X4 #2 N SP WE 85 LAYOUT I0: OF it 1214] 660-3940 -PLATE ARS -- --INS.-FO('�,SCL. LL BC 0 464 OL BC 10 2X4 #3 SP ADDRESS:33 SCALE: MEMBER TRUSS PLATE INSTITUTE 33. TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 f iln+tilR .PALL SE OF THE SPECIFIED MIIIIWJfd GPAOES, - 5! COtHIECTOR PLATES SHALL BE 11ISTALLED S(M14ETPICALLV 011 101 ALL TEIISIDN CHORD MEMBERS A59.44ED 10 BE CDNIIt4UC`jSL-, 13! 14' 114UICAIES LATERAL BRACING M04BER f114 LAIN.{ AIA 19x MAJIWJM MGIST'IIPE COI+TENT, OR.S'.A:N,THAT THE JOINT. SPACE6 8Y EITHEP 3/8' iMItII PL/WOOD SHEAT.WG, 112' fa) IIISTALLAT1Gtl AND EPECTIGN OF THE TPUSS, PERMANEIIT. ANG 15 Cf n1�1E- ALLOWABLE STRESS VALUES, ALL 'IALUES USED 6! 1OR CIHCFID SPLICES ARE HOT PECGW�NOEU TO GCV'IR (HItI;'DRYWALL OR GRACING HEXBEPS SPACED 10' o c. IHAII. TEIdPCPAP,BPRC IIID SHGJIG BE DONE IH ACCGPOAt10E N3TH FGR OESIir+ APE BASED U14 TnE LATEST EDITION OF THE HA- DIRECTLY ABQVE A BOTTOM CHORD SPLICE. 1,4LES5 NOTED OTHERWISE. CURREHI TPI SPACING AIID EPECTIGN P'JBLICATtGt1S, 11'J1IAL GF57 OII STMOAR05 PEILISHEO 8Y TnE t4ATIOMAL Yi V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014 SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COHTINUOUSLn5) THIS DESIGN COLIFORMS TO CSRREHT TPI OESIGN SPECIFICA- FOPEST PRODUCTS ASSOCIATION 1261. BOLA'FILE-06-128 BRACED B+EITHER 3/6" 4MIN.1 PLYWOGO SHEATMIIIG, 1/2' TIG41S FOR METAL PLATE CGrx4ECTEO WOOD TRUSSES ANG 21 1HIS DESIG41 IS BASED Of' CLAP' CWIHECTDR PLATES CALV_• B) TIH5 TRUSS"HAS BEEN DE5IGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. (WALITY STANDARDS FOR TRUSSES, 3! COIAIECTGR PLATES SIZES ARE BASED M, AXIAL FORCES O1LV'. Oil THIS DRAWING. 'INSTALLATION AND USE SHALL COIFOM 4MAX), UNLESS NOTED OTHERWISE. 16) NO MEI4BEP OF THE TRUSS NAI BE CUT OR Mor IFIEO IN AN/ WAY. A! CDIA+ECTOR cL ATE.STIES APE CALLED OUT WIDTH IAGxGSS SLOTS! WITH THIS DESIGN- 121 ® "INDICATES BEAA1140 LOCATION 17) SPECIAL HANGLIIIG CAPE SHOULD BE TAMEN DURING SHIPPI143 ANO 51 LENGTn IALONG.SLDTSI Alto THE ORIENTATION OF THE 91 THIS DESIGN IS•APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIC44 OF TRUSSES SEE HIB-91 FOR RECUMHENIATIONS Ci'!_L L§ TLf.QIPEcTIQ?I OF THE PLATE 4G C G .. -CC•IIFIGUPATIDN AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES N01` USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOUSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AHD I5 11OT THE PESPOt19 BILITY OF THE TRUSS FABRICATOR OR CLAP'!. 3-6-.4 RUN 4-7-8 4-4-8 5-2-1 . 6-3-13 4-5-9 3-5-4 5-0-0 RUN 74 P L F 1-5-14 - 1-5-14 Max Height 4-10-3 - 12 6 5 F K 3x4 N 5x5 3x4 \ o 5 m zt 1839193x0 ?3x4 13,5172% 183919 3z7 3x4 . 5x11 x 13.5172% 5xB N 20 PLF 9-0-0 5-2-1 6-3-13 4-5-9 7-0-8 5-0-0 02 #2 #2 Irl #2 1-4-0 -1-4-0 37-0-0 I� BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WJND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUJRED: AT EACH SUPPORT LOCATION, NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUTREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 40,19" from the left end of bottom panel #4, ID QEL) Maximum PPLive Load Deflection of ,472" (8/16), Index-.386, (L/933) IfP Maximum PPT otal Load Deflection of .74" (12/15), Index-.403, (L/595) RECOMMENDED CAMBER: ,4" W 1 n�� (CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-9 T-2 I ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC .1801 S. GSW PKWY. �LL TC 30 Be LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 DRANO PRAIRIE,' TX 75051 -7'O OL TC 7 2X4 #2 DS SP OFzq LAYOUT TO: 1214) 650-3940 -PCATS—AH A: TNCCOR-SFL LL Be 0 WEBS _ 33 514 33. OL Be 10 2X4 #3.SP ADDRESS: SCALE: 1�8 ,� MEMBER TRUSS PLATE INSTITUTE � TOTAL 47 EXCEPT AS MAY BE NOTED 1'Lw,HE BE OF THE SPECIFIED.1111.UI4 G-AOE5. '5! CGIx1ECTDR..PLATES.SHALL BE IIISIALLED 5114IIEIRICALL, 011 10) ALL TENSION CIx114U MEMBERS ASS'-MEG TO BE C"1111141 JUST 131 IN01-:AIES lA1L aL BMA'.IN, MEIABER (1".111 T SPE IES ar,D 19%MAXIM-111 NDISTURE CDNTENT, OR SUCH THAT THE JOINT. - BRACED BY EITHER 3/8" MINI PLYWU3D SHEATHING, 1/2' 14) 111STALLATI311 AMG EPE:TIGII OF THE TRUSS. PEGMArIENT, AUG AN.LDMABLE STRESS IALUES, ALL /ALOES USED 6; TOP CHOTD'SPLICES ARE NOT RECGW4E11DEG TO DCC'JP (Nlfli'DRYWALL OR BRACIHG MEMBERS SPACED 1G' 0.[. (NA/„ TEMPCAARI BRACING SHG'JLG BE OUIE III ACCORGAfICE MITn FOR DESI�N ARE'BASED Oil 111E LATEST EDI T IJN OF THE 1'1A- DIPECTLI ABOVE A BOTTOM CHORD SPLICE. Ut1LESS NOTED OTHERWISE. CURRENT TAT BRACING AIIG ERECTIC4 P'JBLICATIG115. T15-L CESlofl STANDARDS P'OELI5HED BI THE NATIONAL 71 V-2000-APPROVAL rJUMBEPS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHGRD ME14DERS ASSUMED TO BE CDllTIN'JO'JS1_n5j THIS DESIGtl CU14FDR14S TO C'JPREt1T TPI DESIGN SPECIFICA- ,. FOREST PPOCUCTS ASSGCIATIOU - 725L.BDCA FILE 86-125 BRACED BY EITHER 3/0" !MIN.) PLYWOOD SHEATHIf*. 1/2' TIONS FOP METAL PLATE COruIECTEG WOOD TPU55E5 AILD 2) THIS DESICl IS BA5E0 ON CLAR'I CG1kIECTDR PLATES ONLY,. BI THIS TR1$S HAS BEEN OESIGIIED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALIT, 5TA11DAPDS FDR TRUSSES. 3? CCNNEC TIP PLATES 51ZES ARE BASED ON AXIAL FORCES @L'/. - Oil.THIS 0RAMI116. INSTALLATIGII AlID USE SHALL CONFORM (MAX), UNLESS VOTED OTHERWISE. 16! 110 MEMBER OF THE TRUSS NAI BE CUT OR MODIFIED III ANr HAI. :JNIIEC7 GR PLATE S12ES 4I APE CALIN LED OUT WIDTH iACROSS SLDTS) .WITH THIS DESIGN 12) DICATES BEAR1143 LOCATIO11. 17! SPECIAL HANDLING CAPE SHOULD BE TAKEN CURING SHIPPING AND 81 LENGTH IALOIIG SLOTSI ANG THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® ERECTIGN OF TRUSSES SEE HIB-91 FOR PECOHMENDATIGfIS '�IjE CALL �'�t I5 THE DIPECTI,11 GF THE PLATE tEUGTH. IDENTICAL LOADINQ ANO COAFIGUPATION CGFIFIGURATIGFI AND LOADING SPECIFIED Be F46RIC4TOR -ADDITIONAL PLATTING FOR HANOLIHO TRUSSES IS PESPONSIBILIT-( OF FABRICATOR. -THIS TRUSS IS OESIGIIEO ONLY FOR THE LOADS SHOYRN. PRUVISIDN FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPOrIS16ILITY -' GF THE TRUSS FABRICATOR OR CLAR'/. RUN 3-9-8 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 3-0-' RUN 74 167 PL F 1-5-14 2x4 2x4 2x1 1-5-14 Max Height 3-10-3 7-8-0 12 129# d 6 12 n 4x4 m 9x11 Nv V- 4x4 SirI \ r 4195# iZN Iv 'c"4 m I 2 5x9 % 3x8 I N [3.5)40X m ) 1 ^' 3804# 3x5 4x4 Bx6 4x6 .5x7 X (3.5)36% 7-0-0 4-4-2 4-5-14 4-5-14 4-7-10 4-6-4 4-6-4 3-0-0 20 45 PLF 1-4-0 1-4-0 37-0-0 529# 13LIILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED03�-' AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram a THISTRUSS ANALYZED WITH PPSA PEU 3/�S��l� Maximum deflect.lon,occurred at bottom joint #6. HA FASTEN EACH PLY TOGETHER WITH: 3 Members Required Maximum PPLive.Load. Deflection of .539" (9/16), Index-.441, (L/817) W IN_D TOP 16d Nails 12.0.C. Maximum PPTotal' Load Deflection of .645' (14/16), Index-.46, (L/521) BOT 160 Nails 12'O.C. - .RECOMMENDED CAMBER: .46" (� WEB 16d Nails . �J FASTEN AT OR NEAREAR ALALL PANEL POINTS. 00 NOT NAIL OR BOLT THROUGH TRUSS PLATES, CLARY DIVISION PLATE TYPE: O.C,: SPA CING LOADING (PSF) TC LUMBER TRUSS: 37*0' H-7 T-1 PKWY ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 3p 2X6 #1 D5 SP ENG. FOR: TRUE TRUSS INC - GR ANO PRAIRIE, 1L C7J� 1801 S. GSW 'T: BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 121.7? 660-3940 940 TX 75051 7-PLATS AREA7RE ____ INC_FORS�TL DL TC 7 LL BC 0 WEBS 2X6 #1 OS SP LAYOUT IO: OF - . � 896 OL SC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE -.33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I'"LUIBER;HALL BE OF THE SPECIFIED MINIMUM GPADES, 5) CONNECTORPLATES SHALL BE INSTALLED SIMMETAICALLY Ott 101 ALL TEIJSI041 CHORD MEMBERS ASSUMED TO BE COIITIt1U0'JSL( 13) i" 11101CATES LATERAL BPFCING MEMBER (f!4 Nlll.j SPECIES >N0.fex MPYIM'JM M31ST'JRE C711TENT, OR SUCH THAT INC JOINT SPACED By EITHER 3/8" INIt1) PL-IW000 SHEATHING, 1/2' 141 IIISTALLATICII A11G EFECTICII OF THE TRUSS, PERMANENT, A11C iS CF nIOnER ALLOWABLE STRESS IALUES, ALL /ALLIES USED Bj TOP "CAO SPLICES APE NOT RECOHNENDEG TO OCCUR 'MIN) OP'i WALL OR SPACING MEMBERS SPACED 1G' a. (MAY). 7ENPCPAPI BRAC[NG SnG•AO BE DGI1E 11+ACCCRDANCE WITH FOR DES 3" APE BASED ON TnE LATEST EDITION OF THE (IA- DIRECTLY'ABOVE A BOTTOM CMORO SPLICE. UNLESS NOTED OTnEPWISE. CURPETIT IPI BRACING AND ERECTION P'JBL I CA T I CNS. 11 0' CESION.STAtIGARDS PUBLISNED By TME NATIONAL 7t X-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CGNTIUUOJSL+15i THIS DESIGN CDN 6FDAMS TO CURRENT TPI DESIGN SPECIFICA- FOREST OgDGUCTS'ASSOCIATION 7251. BOCA FILE 8125 BRACED BY EITHER 3/B" (MIN.) PLYWGOD SHEATHIttG. 1/2' 71Gt1S FGA METAL PLATE C0141ECTEO WOOD TRUSSES AND .2J THIS DESIGtt 15 SAS60 Oil CLARK CONt1ECTDR PLATES OILY. B) THIS'TRUSS HAS BEEN DESIGIIED FOR THE LEADING SHOWII (Mill.) OR'?WALL OR SPACING MEMBERS SPACED AT 16' D.C. GUALIT( STAIIOAPGS FOP TRUSSES. '9) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. OI THIS DRAWING. INSTALLATION MIT)USE SHALL CONFORM (MAY), L94LESS NOTED OTHERWISE. f6) N0 MENBEP OF THE TRUSS MAY BE CUT OR MODIFIED IN AHI WAN. 43 COLHECTGR FLATE.SIZES APE CALLED OUT WIDTH IACRDSS SLOTS) xI TN THIS DES;GN, 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HAIIDLI113 CARE SHOULD BE TAKEN DURING SHIPPING AND BI LENGTH (ALONG SLGTSj ANG THE ORIENTATION OF THE Ell THIS DESIGN I5 APPLICABLE TO SHORTER SPAIN TRUSSES OF EPECTICtt OF TRUSSES SEE HIB-91 FOR RECCW@IIOATIONS CALI OUT IS THE DIFECTIO14 OF THE PLATE G F G T N. CCAIFIGURATTOI ANG LOADING SPECIFIED BY FABRICATOR ADDITICNA.L PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPO'VISION FOR THE PREVENTION OF POINDING MUST BE MADE AND IS NOT THE RESPOtISIBILITt OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT 'UNDER TOTAL LOAD - .346' 4-0-12 1-10-0 RUN 4-5-0 4-0-12 4-2-8 3-6-0 3-8-0 5-4-8 5-7-8 RUN 1-5-1A 1-5-14 Max Height a-9-3 74 PLF f2 . . d 6 12 Q 6 �xb 6x11 12 N N rn 5�9 \ 1839# 2 N I f ? 1839# [3.5(72% 1 m I 7x11 5 ii 6x8 5x6 3x7 I N [3.5153% v 4x11 M 111 g%12 a 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 r2 !2 12 Y2 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 REOUIRED: q�q 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 IZEU d/-?5 Maximum deflection occurred 27.19" from the left end of bottom panel /4. HA Maximum PPLive Load Deflection of .458" (7/16), Index-.374, (L/962) IAJIND Maximum PPTotal Load Deflection of .717" (11/15), Index-.391, (L/514) RECOMMENDED CAMBER: .39" CLARY DIVISION PLATE TYPE: O.C. SPACING. LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 T-9 q-�x ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 ' LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC1801S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993GRANDPRAIRIE, PTx 75051 7'0. :DL TC 7 2X6 #1 Ds SP LAYOUT I0: 1e14j 660-3940L�EAFi�A: TN��dF 5TL LL BC 0 WEBS __ __ TOTAL 47 EXCEPT AS MAY BE NOTED 854 OL BC 10 2X4 #3 SP ADDRESS: k-AL I 'MEMBER TRUSS PLATE INSTITUTE 33.33 V-0114BEP SHALL BE OF THE SPECIFIED MIHIM'JM GPAOE5, 51 COIn1ECTOR PLATES SHALL 0E IIISTALLED SOVIETPICALLI OH 10) ALL TEIISIOI CHORD MEMBERS ASSUMED TO BE CONTINUOUSLI 131 /' IUOICATES LATERAL BRACING MEMBER (1/4 MITI.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, JR SUCH THAT THE .QINT. - BRACED BY EITHER 3/8" iMI10 PLYWOOD SHEATHING, 1/2" 14) IIISTALLATI:�11 AILD EPECTIDII OF THE TPUSS, PEPMANEHT, AIG IS Gi HI:HCP ALL00A9LE STRESS 'IOLUES, ALL VALUES USED Bi TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINj DRYWALL OR BRACING MEMBERS SPACED 10' O.C. IMA/l. TEMPORAP-, BRACIHS SHGJLG BE DOIIE 114 ACCORDANCE WITH FOR OESIGH ARE BASED ON THE LATEST EDITION OF TK NA- DIRECTLY.ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AIID ERECTION PUBLICATIONS. IT HAL DESIGN STANIGAPOS PUBLISHED BY THE NATIONAL 71 V-2600 APPROVAL NUMBERS: 'UBC 2342. FHP TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15i THIS DESIGN CONFORMS TO CURRENT TPI DESIGII SPECIFICA- FOaEST PRODUCTS ASSOCIATION. ,725t..aoCA FILE 86-125 BRACED BY EITHER 3/8" I4I14.) PLYWOOD SHEATHING. 1/2' TIGIIS FOR METAL PLATE COx1ECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED T1N CLARY CGIIIIECTOP PLATES GHLY. B) THIS TRUSS HAS BEEN OESIG14ED FOR THE LOADING SHOWN (MIN.) DRYWALL DR BRACING MEMBERS SPACED AT e6' a.C. OUALITI STANDARDS FOR TRUSSES. 11 LOJUECTCR PLATES SIZES APE BASED(XI AXIAL FORCES ONLY. I ON'THIS DRAWING. INSTALLATION AIG USE SHALL CONFORM (MAX). UNLESS IGTED OTHERWISE. 111 IG MEMBER OF THE TRUSS HAf BE CUT OR MODIFIED IU ANf WAY, COnIECT Ca'PLATg,SIZES ARE CALLED OUT WIDTH ;ACROSS SLOTS) WITH.THIS DESIGN 12) ® INDICATES BEAR1115 LOCATION. 17) SPECIAL HAIGLIIIG CAPE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) M40 THE ORIENTATION OF THE 9).THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGII OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS SIZE CNJ O'JT IS DIL DIRECTION OF THE TE I ENGTH, IDENTICAL - AND COffIGURATTON. -CONFIGURATION AND LOAGING SPECIFIED Be FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. P14OVISID14 FOR THE PREVENTION OF POIJOItNG MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-5-12 1-0-0 3-9-12 RUN .. 4-5-11 4-8-2 3-9-e 3-4-0 3-6-4 4-4-6 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 8-6-3 12 lzq 6 D 5i_h SX�-I� a 6 CX In u >XS 3x4 �x5 12 6 L71- m *A \\ 1839# I(i 1839# (3.5)72% m I6 I„toxly axe 3z4 5z6 axe 1 a (3.5172% v axe X 5x9 CU 20 PLF 4-5-11 4-8-2 3-5-12 4-e-e 3-4-0 7-4-0 9-0-0 Forces IL-R; 1-4-0 1-4-0 37-0-0 BUILDING TYRE: ENCLOSED RESIDENTIAL 1 CODE_: STAIRARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCA ION: (Se) area UPLIFT CONPFCTION REOUIRED: '15q*AT EACH SUPPORT LOCATION. NET WIND PTIESSURES BASED ON DEAD LOAD SHOWN BELOW. SEF.. NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurretl 25.67' from the left end of bottom panel #6. e U 3�.2 15 Maximum PPLive Load Deflection of .355” (6/15), Index-.29, (L/1241) t% V4 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 LLTC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 11801 S. GSW PKWY, - !GRAND PRAIRIE, TX 75051 7'0OL TC 7 2X4 112 N SP ec LUMBER PROJECT: CENTEx 3706 A 6 8 DATE: 27 Jan 1993 _ / pF� 1214) 660-3940. PLAT�AHEA:, INC. FOTI STl LL BC 0 WEBS LAYOUT I0: (J I 574 OL BC 10 2X4 #3 SP ADDRESS: SCALE: I-EMBER TRUSS'PL'ATE INSTITUTE - .33.33 70TAL 47 !!!! EXCEPT AS MAY 8E NOTED 1/8 ,1' Lu1.BEP SHAL"` BE IF THE SPECIFIED MINIMI'.GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED S-Y14I4ETRICALIY 011 10) ALL TEIISID11 CHORD MEMBERS ASSUMED TO BE COUTINN)DUSLY 13) I"— INDICATES LATERAL BRACING MEMBER 11,14 MIN.) 'Sc ECIES..AND 1SX MA/IMUM MOISTURE C011TE14T, DR SUCH THAT THE JOINT. - BRACED BY EITHER 3/8" MINI PLYWOOD SHEATHIIIG, 1/2- EAI IIISTALLATIGH AHD ERECIID11 GF THE TRUSS, PEPMAHEHT, Ato IS GF HI i,HEP ALLOWABLE STRESS %ALUES. ALL /ALOES USED 6; TGP CHORD SPLICES ANE NOT REC0044ENDED ID GCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED ID' P.[ IMAX:, TEMPDRAPY BRACIIIG SHOULD BE DDIIE IIT ACCGROAHCE WITH FOR DESK?; ARE BASED oN THE LATEST EDITIDN OF THE HA- DIRECTLY ABOVE A BOTTGM.CHOPD SPLICE. UNLESS NOTED OTHERWISE. CURPEHT TPI BRACING AHG EPECTIGN PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLI5HED Be THE NATTOVAL - 7) V-2000 APPROVAL WUNBERS: UBC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15i THIS DESIGN COLIFORMS TG CURRENT TPI DESIGN 5PECIFICA- FOREST PROrUCTS ASSOCIATION - 7251, BDCA"FILE 86-125 BRACED BY EITHER 3/e" (MIN.) PLYWOOD SHEATHING. 1/2' TIGNS FOR METAL PLATE CONNECTED WOOD TRUSSES AND .. 21 THIS DESIGN IS BASED GLI CLARY C01111ECTDR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIG14EG FOR THE LOADING SHDWN (MIH•) DRYWALL OR BRACHIO MEMBERS SPACED AT 16' O.C. DUALITY STAIIOAPDS FDR TRUSSES. 3! C0IAIECTD4 PLATES 517ES ARE BASED ON AXIAL FORCES ONL I. DN THIS DRAWING. INSTALLATIOII AND USE SHALL COLIFORM IMAX), UNLESS NOTED OTHERWISE. 16) 110 MEMBER GF THE TRUSS MAY BE CUT CR MODIFIED III ANY WAY. 4) CONIIECTGR PLATE STIES APE CALLED OUT WIDTH (ACROSS SLOTS} WITH:THIS DESIGN. 1 12) ® INDICATES BEARING LOCATIGN. 17! SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AILD 81 LE'IGTn 'ALONG SLOTS) ANG THE ORIENTATION CFTHE 9). Tn[S DESIGN 1.APPLICABLE TD SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE HIB-91 FOR RECOMNEHDATIDNS CA OUT R T 11 GF Tn P T 4 n' C GU 1 . - � -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANGLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVENTION OF P014011IG MUST BE 14ADE ANO IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP(. 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 d 6 SXs ) 12 � Q 6 X �Xs N 12 3x4 FYI 1 Im 1 IB39# b o (3.5172% 3x8 q 3x4 10 1839# v I 7 3x 5x5 W/Block 3x7 N 13.5172% � m 3x8 5x9 N 20 PLF 3-5-12 3-4-0 4-5-11 4-8-2 6-6-8 7-4-0 7-0-0 1-4-0 97-0-0 1-4-0 Forces(L-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOC:ITION: (Se) area UPLIFT C06•NECTION REQUIRED: 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: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection, occurred A3.6" from the left end of bottom panel #A. Maximum PPLive Load Deflection of .413" (7/16), Index-.338, (L/1067) Maximum PPTotal Load Deflection of .547" (10/16), Index-.353, (L/681) µh CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0"•H-7 T-11 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 3p 2X4 #2 N SP ENG. FOR TRUE TRUSS INC - f 1801 S. GSW PKWY. 7.0 - BC LUMBER PROJECT: CENTEX 3705 A 6 8 DATE: 27 Jan 1993 DRANO PRAIRIE.' TX 75051 - DL TC 7 2X4 /2 N SP LAYOUT I0: �OF� x (214) 660-3940' PLATER A; N... 0 L LL BC 0 WEBS ADDRESS: —�—� . MEM6ER TRUSS PLATE INSTITUTE 578 3333 DL BC 10 2X4 i3 SP SCALE:- TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I'.LUMBER &FALL BE OF THE SPECIE IED M114-14 GRADES. - 5) CON1iECTOR-PLATES SHALL BE INSTALLED SO-ETRICALL( 011 10) ALL TEUSIDII CHORD MEMBERS A55'JMED TO BE CONTINUOUSLY 131 IIIDICA/ES LATERAL BP4CING MEMBER (1t4 MIN.; SI E_IES. ArIG 19Y wAXIMUM MOISTURE CD14TEtNT, OR SUCH THAT THE'JONIT BRACED BY EITHER 3/B" (MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATIGII ArID EFECTIGN GF THE TGUSS. PERMANENT, AIIG !S LF 11�HEP ALLOWABLE 51HESS JALUES, ALL /FLUES USED 6) TOP.CHORD SPLICES APE NOT RECONRENDED TO OCCUR INlm DPYWALL OR BRACING MEMBERS SPACED 10' O.C. IMA/1. TEMPCAAR�BRACIN5 SHOULD BE DOME IN ACCORGANCE WITH 'JR OESI�N APE BASED DN TnE LATEST EDITIDN OF THE IIA-. OIfECTt.V ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURREIIT TPI BRACING AIIG ERECTIC;N P'JBLICATIDNS. TIONAL GEST irl STANDARDS PUBLISHED e, THE 14ATID14AL 7) V-2000 APPROVAL NJMBERS: UBC 2342. FnA TCB 2014. SBCC 11) ALL COMPRE551 DII CHORD NE14BERS ASSUMED TO BE CONTINUOVSL+151 THIS DESIGtI CONFORMS TO CURRENT TPI DESIGI4 SPECIFICA- :ORE57 PPOGUC7S..ASSOCIATI UN, . 7251. BDCA FILE.96-'125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' T1GNS FGP METAL PLATE CGNI+ECTED WOOD TRUSSES AND 21 1115 DESIGN 15 BASED ON CLAR/CGIIIIECTDR PLATES ONILY, 81 THJS TRUSS�KAS BEEN DESIGNED FOR THE LOADING SHDWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.c. QUALITI STANDARDS FGR TRUSSES. CG1414ECTD4 PLATES STIES APE BASED ON A/IAL FORCES GNL.',. OH THIS ORAWIIIG. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS VOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT CA 14001FIED IN Ale WA,. 4! COI+rIECTGR PLATE SINES ARE CALLED D'JT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARINO LOCATION. 17) SPECIAL HANDLING CAPE SHGULO BE TAKEN DURING SHIPPING AND 8� LENGTH (ALONG-SLOTS; ANG THE DRIENTATIDN OF THE 91 THIS DESIGN ISAPPLICABLETO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOP RECOMMENDATIONS 1'1 CAIN +"JT 15 THE F CT GII OF TIE PLATE LENGTH. IQENTICCONFIGURATION CONFIGURATION AND LOAOIIIG SPECIFIED Be FABRICATOR —REPETITIVE MEMBER STRESSES 1407 USED. ADDITIOTIAL PLATING FOR HANDLING TRUSSES IS RESPONSIBIL[T'/ OF FABRICATOR. —THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIO14 FOR THE PREVENTION OF PONOIHG MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABR[CATGR DR CLARY, 3-5-0 3-3-14 3-4-0 3-6-4 RUN 2-10-8 2-8-10 4-4-4 4-7-12 3-9-12 5-0-0 RUN t2 i2 02 02 t2 i2 Y2 r2 1 5-14, 2x4 2x4 2x4 24 24 2x4 2x4 2x4 1-5-l1 74 158 1 74 PLF Max Height 6-6-3 32- -0 12 D 6 112# 12 7� Q 6 12 g36. 3x8 5x7 SXS !% 4A� 6 F7 >+5 4x4 ID xp �\ \ 2713M lo 3 y m \ 11 1 (3.5)78% m I \ 7 1v 5x8 H5714 4x6 3x12 N 2055# m 7x5 [3.5159% 3x6 ry 3x4 x 14 20 35 20 PLF 3-5-0 3-3-14 - - 3-4-0 2-8-10 4-4-4 4-7-12 7-4-0 5-0-0 32-t-0 02D 02 2 02 5 1-4-0 2x42x4 2x4 - 2x4 1-4-0 252# 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: '7SO*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 PeL) 3/.;)5/,13 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred at bottom joint IVB. Maximum PPLive Load Oaflection of ,493" (8/15), Index-.403, (L/894) (,l�( �C> Maximum.PPTotal Load Deflection of .773` (12/16), Index-,421, (L/570) n /111 RECOMMENDED CAMBER: .42" GA JI IV,IVUlI/ CLARY DIVISION PLATE TYPE: D.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 YS OS SP ENG. FOR: TRUE TRUSS INC 11601 S. GSW PKWY,;DRANO PRAIRIE. Tx 75051 _7'0 DL TC 7 BC LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 F 1 ! (214) 660-3940 PLATE AREA: N O L LL BC 0 WEBS 2X6 Y1 OS SP LAYOUT IO: L 876 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 1/8 225 h.5. TOTAL 47 ' i EXCEPT AS MAY BE NOTED 41.LVI+BE'u,PALL BE OF IPE SPECIFIEG ulrlt uUu GRADES. 5)"C01xIECTDR PLATES SHALL BE INSTALLED SIMUETRICALL'I DII ID) ALL TE1451611 CHORD MEMBERS AS5'JMED TO BE COHIR4UOVSLI 131 IIIOICATE5 LATERAL BRACING MEMBER (1/4 Alll.; SUE;.lES. AI lD 19Y HAf Ir+'JId N315T�UPE Can TENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" NIt41 PL-/WOOD SHEATI1114G. 1/2' 14) VISTALLATIGrI AMD EPECTIGN GF THE TRUSS. PEP4AIIE1I I. AIG IS CF HIGHER ALLOWABLE STRESS I-LUES. ALL /ALOES USED -5) TOP CHGPD SPLICES ARE HOT PECOMI4ENDED TO OCCl1P (MIN) DR"WALL DR BRACIIIG MEMBERS SPACED 1G' 0 c. fMA/I. TEMPCRFRI BRACING SnG'JLG BE DT91E 114 ACCGPGAIICE WITH FOP DESIGn APE 64 SED On TIE LATEST EDIT iF THE NA- DIRECTLY ABOVE A BOTTOM CHDRD SPLICE. OI1LESS NOTED OTHERWISE, CURPEIIT TPI BPAC114G ARID EPECTIGN P'JBLICATIOr15. TfOnAL CL5IGP STA60APD5 P'JBL[SHED BI TIE NATIONAL 7) V-2000 APPROVAL tAJWBERS: 'JBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD ME14BERS ASSUMED TO BE CDIITItrJDUSL+151 THIS DESIGN CVIFDF445 TG CURRENT TPI DESIGN SPECIFICA- FOREST PRJDUCT5 ASSOCIATION. ' .725,1, BDCA FILE 86-125' BRACED B'+ EITHER 3/6" (MIN,) PLYWOOD SHEATHING. 1/2' TIONS FOP METAL PLATE COIIIIECTED WODD TRUSSES AILD 2) TH15 DESIGN IS'BASED Ort CLAR'I CGIInECTOR PLATES ONLY.. 8) THIS'TRU55 HAS BEEN DESIGNED FCR THE LOADING SHDWII IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALITI STANDARDS FDR TRUSSES. 3) CONNECTOR PLATES 512ES ARE BASED m1 AYIAL FORCES GLV. U)THIS DRAWING. 1N45TALLATIG4 AND USE SHALL OGIFORM (MAXI, L24LESS NOTED OTHERWISE. 16) 110 MEM6ER OF THE TRUSS MAI BE CUT OR 14001FIED III ANY WA/. 41 CDNUECTCP PLATE SIZES APE CALLED 0uT WIDTH IACRGSS SLDTS) WITH THIS DESIGN. 12) ® INDICATES BEAA114G LOCATION. 17) SPECIAL HANDLII1G CARE SHOULD 6E TAKE11 LURING SHIPPING AIID BI LEIIGTn (ALp11G Sl GT 5; ANG TnE OPIEN7 AT I""OF THE 91 THIS DE5.IG14 IS APPLICABLE TO SHORTER SPAM IPUSSES OF EPECTIGN OF TRUSSES SEE HIB-91 FOR PECGI4AEtIDATIONS • IZ C 0'J7 n P CT GN F Tn P T I T T GO 4 -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR - -REPETITIVE NEMBEP STRESSES NOT USED. ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF P0140ING MUST BE MADE AND IS 140T THE PESPONSID ILITY OF THE TRUSS FABRICATOR OR CLARY. 1-7-e RUN 5-7-B 5-4-8 5-0-4- 5-0-4 7-0-0 1-5-14 74 PLF Max Height 5-10-3 12 SXS 12 iV 5 G�1 3x4 Ji. 0 I m 13934f 6 3xs r l o (3.5155% b 1 ✓ 3x4 `N 1496# 7x8 [3.5159% 3x6 x X 20 PLF 1-7-8 11-0-0 10-0-8 7-0-0 1-4-0 29-8-0 D 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; 850 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUTREMENTS. No trusses: 1 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurreC.50.21" from the left end of bottom panel M3. e v U 3/- 5�/3 Maximum PPLiye Load Deflection of .409" (7/15), Index-.4iB, (L/852) (4 A Maximum PPTotal Load Deflection of .641" (10/16), Index-.436, (L/550) CLARY DIVISION PLATE TYPE:- O.C. SPACING LOADING IPSFI TC LUMBER TRUSS: 29*8" H-7 T-13 Mal/'') ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 142 N SP ENG. FOR: TRUE TRUSS INC - 11 1801 S. GSW PKWY, 7.0OL TC 7 2X4 �2 N SP BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 --7F ^� GRANO PRAIRIE. Tx 75051 ... , 1214) 650-3940 PLATE'AREA: TNC-F -STL LL BWEBS LAYOUT TO: 0 2 440 OL BC 10 2X4 #3 SP ADDRESS: SCALE: EXCEPT AS MAY BE NOTED MTOTAL 47 EMBER TRUSS PLATE INSTITUTE 33.33 1�8 I.' LUMUEP SHALL BE OF THE SOECIFIED M1111M'J14 WADES, 51 COIA1 CtOR.PLATES SHALL 8E H15I ALLEO 5/MHETRi CALF/ WI IJi ALL ]EHS10N CHORD MEMBERS ASSu4E0 ID BE CDNiIHUO:ISL1 131 11IDICATES LATERAL BRACING MEMBER (1/4 MITI.' SPE-IES, At:O 19xMA/IM'JM WOIST'UFE COIITENT JR SUCH THAT .THE JOINT. BRACED BY EITHER 3/8" (4111) PL/WOOD SvkATHIIIG. 1/2' 14) IIISTAL.LATIGN AIID ENECTICH GF THE TRUSS. PEPMAIIEIIT, AIID 15 v HIGHER ALL3046LE STRESS IALUES. ALL VALUES USED B; TGP(;HOPO SPLICES'ARE HOT RECOMMENDED TO GCC'JR (HIM DR'WALL OR BRACIIIG MEMBERS SPACED 10' 0.c. IMA/i. TEHPGPAP/ BRACING SHC ,BE DONE IN ACCGPLAHCE NJTn FOR DESIGN ARE BASED OH THE LATEST EOITIDII OF THE.IIA DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CUREINT TPI BRACING AMID ERECTIGII PURL ICA T I GHS. TIOtIAL LESIGN STANGAPGS PUBLISHED Be THE NATIONAL 7) '/-2000.APPROVAL TNJWIERS: UBC 2342. FHP TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASS'JMED TO BE CONTINUDU5L115i THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION '7251. �BOCA FILE 06-125 BRACED BY EITHER 3/8" (MITI.) PLYWOOD SHEATHIIIG, 1/2' TIONS FGR METAL PLATE CORIECTEO WODO TRUSSES AND 21 THIS GESIGII 15 8ASEO Gil CL-Al CGIU,ECTOR PLATES OA.Y. - G).THI5,TPJ55'HAS BE6 oESIONEO FOR THE LOAOIHG SHDWIJ (MITI.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALIT'/ STAIIOARDS FOR TRUSSES. 3! 10t91ECTOP PLATES SIZES APE BASED ON AXIAL FORCES ONL/.- O/I.THIS DHAWTING.� INSTALLATION AIID USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE, 16) UO MEMBER OF THE TRUSS NAY BE CUT OR 14WIFTED III M!/ NAI. <! 0144EC13P PLATE S12ES ARE CALLED OUT WIDTH (ACROSS SCOTS) ' WITH THIS.DESIGN. 12) ® IINOICATES BEARING LOCATION. 171 SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND B/ LENGTH (ALONG SLOTS! ANG TME GRIENi ATION OF THE 81 THIS DESIGN IS APPLICABLE TO SHORTER SPAIN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS C• 0'JT IS TnE OIF Ci GH GF THE T IG CONFIGURATION, CGIIFIGURATIGII ANG LDAGIIIG SPECIFIED 6Y FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HATIOLING TRUSSES 15 RESPOtI5IBILITY OF FABPICATGR, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISIDN FOR THE PREVENTION OF PONDING MUST BE MADE AND IS HOT THE RESPOINSIBILITY .. OF THE TRUSS FABRICATOR OR CLAPY. 4-7-e 4-4-8 3-7-8 6-0-4 6-0-4 5-0-0 1-5U14� 74 158 74 PLF 12 r2 02 2x4 2x4 '' 2x4 Max Height 4-10-3 24-b-0 12 890 d 6 12 \\ 6 - 4x4 a 607 \ '8x11 - m t _ 2429# o I o o ZI73.5170% rn 1 8 1 4.10 iv 3x11 1 Iv 199414 5x10 3xB In [3.51 57% >< N 20 r-- 35 20 PLF 9-0-0 3-7-8 6-0-4 6-0-4 5-0-0 020s +2 24-6-0 1-4-0 2x4 2x4 2520 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: 8 5 O AT EACH SUPPONT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram JD FSA THIS TRUSS ANALYZED WITH PPSA w' A Maximum deflection occurred 35,13' from the left end of bottom panel If3. Maximum PPLive Load Deflection of .387" (5/16), Index-.395, (L/911) Maximum PPTotal Load 'Oeflection of .605" (10/16), Indexa.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 LL TC 3O 2X6 11f1 OS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 ,Jan 1993 GRAND PRAIRIE, TX 75051 _ 7.0 OL TC 7 2X6 M1 DS SP F '214) 660-3940 PLATS AREA: NC. PO4 STL LL BC 0 WEBS LAYOUT I0: 1 634 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 '•' I _. _..___..___�_-._-___.. _ _____..L___.____ _.__-___ __—_.— EXCEPT AS MAY BE NOTED S/e I!,t III,GEP EH LL aE OF THE SPECIFIED M1111M'.ne GRADES, 5! COYIEITDP PLATES SHALL BE 111STALLED Srt14E1RICALL'Y UN 10) ALL 10151011 CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13! /' IIIOICATES LATERAL BRACING MEMBER tl/A MIN.) S"E::IES., G 19%MA11MJ'4 M31SiUPE CONTENT. DR SUCH THAT INC JOINT. - BRACED By EITHER 3/8" IMIIN PL�WOOO SHEATHING. 1/2' 141 IIISTALLATICI AIYr EPECTIOII OF THE TRUSS, PEFNA14ENT, AtIG 15 GF nI GHEP ALLvWA6LE STPESS (CLUES. -LL IALUES USED 6; TOP.CHGPO SPLICES-ARE NOT RECOMMENDED TO OCCUR (MIN) OP'YWALL OR BRACING MEMBERS SPACED SG' O.C. (MAX, TEMPCPAR'Y BRACIIIG SHG'JLD BE DDNE 114 ACCGRCCNCE WITH FGP DE5 Gro APE BASED DII THE LATEST EDITION OF THE 14A GIRECTLy ABOVE A BOTTOM CHORD SPLICE. 'UNLESS NOTED OTHERWISE. CURRENT TPI BRACING A110 EKCTIC44 PUBLICATIONS. 11OnaL LE 51 Gr1 ST AIID=RDS PUBLISHED BI THE NATIDN4L 74 7-20Go APPROVAL'NUMBERS: UBC 2342. FHA TC8 2014. 58CC 11) ALL CGIIPRESSIG4 CHORD MEMBERS ASSUMED TO BE CO4TINMUOJSL115i THIS DESIGN C014FDPM5 TO CURRENT TPI DESIGN SPECIFICA- FDPE5T FPOOUCTS AS53CIATIOr1 7251. BOCA FILE 66-125 BRACED BY EITHER 3/8' 14114.1 PLYWGOO SHEATHING. 1/2' TIC44S FDR METAL PLATE CGW4ECTEO WOOD TRUSSES A14D 21 THIS DESIGII 15 BA5E0 ON LLAPY CO1nIECTGP PLATES ONLY BI-THIS IFJS5 HAS BEEN DESIG14EO FOR THE LOADIIIG SHDWH (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STAIIDAPDS FOR TRUSSES. '31 I (ONNECTDP PLATES SIZES ARE BASEG ON A7IAL FORCES ONLYON THIS DRAWING. 114STALLATICAI A140 USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) 1x1 MEMBER OF THE TRUSS MAY BE CUT OR MODIFTED IN 1111 WAY. CDNrI :ECi GR PLATE 512ES APE CALLED OUT WIDTH !ACROSS SLOTS!- WITH THIS DESIDN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HAIx1LING CARE SHOULD BE TAKEN DUPING SHIPPIIIG AND 81 LEIIGTH 1110115 SLc:TS� 1140 THE ORIENTATION OF THE 9) THIS DESIGN'IS APPLICABLE TO SHORTER SPAIN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMEr1DAT1DnS .1ZF�ES.L�u�15 I!- D F CT �J F TH r 145 - Gl 4 - CONFIGURATIOI1 AND LOAGPIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES 1407 USED. -ADDITIONAL PLATING FOR HAHGLING TRUSSES 15 RESPONSIBILITY DF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PGIIOIIIG MUST BE MADE AND IS 140T THE PESPONSIBILI7Y OF THE TPU55 FABRICATOR OR CLARY. 2-1-8 RUN 5-4-8 4 5-1-8 4 4 r-8 3-10-4 4-1-12 1-5-14 Max Height 5-7-3 74 PLF 12 Q 6 4x7 m m 12 W 6 N �XS v 3x6 — 1 W �\ A) 978# o (3.5138% 6 3x9 Al o 109714 m I "' [3.5143% 3x8 3x4 X20 PLF z-1-e 10-6-0 4-2-12 4-1-12 1-4-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 21-0-0 1% CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEEFI: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 6'�2l #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: i THIS TRUSS ANALYZED WITH PPSA , BE V 5-IC 3 Maximum deflection occurred 65.61" from the left end of bottom panel #I. -J-(A Maximum PPLive Load Deflection of .205" (3/16), Index-.296, (L/1221) W(�� Maximum PPTotal Load Deflection of .322' (5/16), Index-.309, (L/777) / CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" SPEC T-15 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INCtoot - RAN S. GSWAIR PKWY. BC LUMBER PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 DRANO PRAIRIE, TX 75051 _ 7'0 OL TC 7 2X4 i�2 N SP t� I 1214) 660-3940 P1A_E_XX A: —INC. V0W_9r LL SC 0 LAYOUT ID: \F- � i WEBS ) I 310 33.33 OL BC 10 2X4 13 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 t----16 t I! I,IJNBER SHALL"EE OF THE SPECIFIED MHN(MUM GRADES. 5) CDIOIECTOR PLATES SHALL BE IIISTALLEO S/WIETRICALLy ON 10) ALL TE1451011 CHORD MEMBERS ASSUMED TO BE COIITIt810:15L/ 13! 111DICATES LATERAL BRACING MEMBER ;IIA MITI.; SI--c CIES. ANO 19%4+A/IM'JM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED 6Y EITHER 3/8" IMM) PL.4W000 SHEATHII40. 1/2' 14! ItISTALLATICII ACID EPECTIDtI OF THE TRUSS, PE9-04T, ANG IS GF HIGnEP ALL3W BLE STRESS —LIES. ALL /ALUES USED 6) TOP CHORD SPLICES ARE NOT PECOM+ENDEG TO OCCUR ININI DR'4WALL OR BRACING MEMBERS SPACED 10' O c. IN<X;. TEMPOS. -i BPACIH5 SHG'JLG BE DONE III ACCORCFIICE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE IIA- GIPECTL'+ ABOVE A BOTTOM CHORD SPLICE. 1114LESS NOTED OTHERWISE. CURPEIN TPI BFIAC114G AIIG ERECTS•.-.N PUBLICATIONS. T T OVAL DESIGN STANDARDS PUBLISHED By THE tIATIWIAL .7) V-2000 APPROVAL MJMBER$: UBC 2342. FHA TCB 2014. SBCC 111 ALL COMPRESSIC44 CHORD MENBEPS ASSUMED TO BE CG4T1N'.1FXJSLy15) THIS DESIGN COtiFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 725L`BOCA FILE 86-125 BRACED BY EITHER 3/8" D47u.1 PLYWOOD SHEATHING. 1/2" TIONS FGR METAL PLATE CONNECTED WOOD TRUSSES ANO 21 THIS OESIC41 IS BASED DN CLAP' CGIa4ECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DES1614ED FOR THE LOAOIIIG SHOWN (NIH.) ORyWALL OR BRACING MEMBERS SPACED AT 16' O.C. OUALIT( STA110AROS FOP IRUSSES. 31 CC) CTO'PLATES SIZES ARE BASED @4 "t AL FORCES 014L'/. 011 THIS ORAWI116. 'INSTALLATION ANG USE SHALL CONFORM (MAX), Lx4LES5 NOTED OTHERWISE. f6) 110 ME1+6EP OF THE TRUSS NA/ BE CUT GR 14001FIED IN 0N4 WA4. 41 CDT 11 ECT D' PLATE SITES APE CALLED OUT WIDTH CACRGSS SLOTS) WI,TM THIS DESIOU. 12) ® INDICATES BEAR NO LOCATION. f7! SPECIAL HANDL IIID CARE SHOULD BE TAKEN WRING SHIPPIIIG ASID B+ LENGTH (ALOIIG SLGTS; ANG THE OPIEtITATIOH OF THE 9l THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIOt4 OF TRUSSES SEE HIB-91 FOR PECDMMENDATIONS. CALL D'JT iH 0 N GF TH i NG HIDE14TICAL LOiDING AND CD14FIrURATIOU, . -CONFTGLIRATILII AND LOAD IIID SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPOtTSIBILIT/ OF FABRICATOR. - RUN 5-6-4 - 4-91-12 4-11-12 4-6-4 1-5-14 74 PLF Max Height 5-7-3 /A\ 12 368# y 12 - 378# \ 341# 19;30 �\ \ 1560 m � I n 684 1360 126# 584 m r r N 9134 9120 [3.5136% [3.5)36% 4i 1 ' v 3x� 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) z0-0-0 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: G)Zif AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. ntic", WIA(h /J No trusses: i Maximum deflection occurred at bottom joint #2. Maximum Live Load DefYect-ion of .057" (1/15), 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 G. ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 lL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - feof 5. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A 6 B DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X4 *2 N SP LAYOUT I0: 01/2 127a) g60-3940 PLATE ATS A: N SYL LL'SC 0 WEBS __ 184 OL SC 10 2X4 413 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33 33 TOTAL q7 EXCEPT AS MAY BE NOTEU _ -_- -__- .. -- -..___3/16 0%61.BEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SIMNETRICALL'i 011 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTIIMO'JSLV 13) 0" IHOICATES LATERAL BRACING MEMBER (1/4 14111.) SPECIES, ANG 19%MA/IM'UM MOISTJAE CONTENT, OR S'.N_'H THAT THE JOINT, BRACED BY EITHER 3/8" IMIN) PL iW00D SHEATHING, 1/2' 14) INSTALLATION AHG EPECTION OF THE TFJSS. PEFMAHEII T, ANG IS GF HIGHEP ALLOWABLE STRESS VALUES. ALL VALUES USED Bj TCR CHORD SPLICES ARE NET PECGW4ENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMOERS SPACED f0' O.C. IMAlj, TEMPWAP+ BPACI110 SHOULD BE DOE IN ACCOPDANCE HITn FOP DESIGN ARE BASED ON THE LATEST E0I TION GF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURPEHT TPI BRACING ANO ERECTION PUBLICATIONS. 7tONAL DESIGN ST SNDAPOS PUBLISHED Of THE NATIONAL 7) V-?GOO APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 10 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIPJDUSL�151 THIS DESIGN CONFORMS TO C'JRPEHT TPI DESIGN SPECIFICA- FCREST PRODUCTS ASSGCIATIOtI. 7251.,BOCA FILE 66-125 BRACED BY EITHER 3/0" (MIN.) PL VWOOD SHEATHING, 1/2' 71 GAS FOR METAL PLATE CGtRJECTEO WOOD TRUSSES AND 2) THIS DESIGN 15 BASED Of' C,LARV CO' MECIOP PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIG14ED FCA THE LOADING SHOWN (MIN.) ORfWALL OR BRACING MEMBERS SPACED AT 16' O.C. GUALITI STANDARDS FIR TRUSSES. 3! '=GINECTGP PLATES SIZES ARE BASED ON AXIAL FOPCES ONLY. 011 THIS ORA.I..- INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAi BE CUT OR MODIFIED I14 A140 WAY. 4! CQ1u ECT CR PLATE SIZES APE CALLED D'JT WIDTH IACROSS SLOTS1 WITH,THIS DESIGN.' 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANOLIHO CAPE SHOULD BE TAKEN DURING SHIPPING AND E'i LENGTH IAL GNG SLGi SJ AND THE OP NEN iATIO4 OF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HI5-91 FOP PECOMHEtx7ATIOUS S ZE CALL OJT IS TnE DIRECTION OF THE PLATE LENGTH IDENTICAL LOADING AILD CONFIGURATION CONFIGURATION AHO LOADING SPECIFIED B-f FABRICATOR " -REPETITIVE MEMBER STRESSES NOT USED. - - - -ADDITIONIAL PLATING FDR HAIIDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-5-4 4-11-12 4-11-12 5-6-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 3680 1 12 3780 \ 3780 1930 n P1 �\ 680 1360 1360 660 T T 9600 9600 [3.5138% (3.5136% mI IIn v v 3x4 5x6 3x4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 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 REOUIRED: 63#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS. 12Ev I? F-I—A No trusses: 5 Maximum deflection occurred at bottom )oint 02. Maximum Live Load Deflection of .069' (1/15), Index-.099, (L/3652) W(tib Maximum Total Load Deflection of .109" (2/15), Index-.504, (L/2312) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER• TRUSS: 21'0* COMMONS T-17 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 3705 A 6 B DATE: 27 Jan 1993 1 GRANO PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 /2 N SP LAYOUT I0: I �� 1214; 660-3940 PL AYE AREA: 9--T-NC-7bfi$TL LL BC 0 WEBS 188 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: REMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11-LU' S ALL 8E OF tHE SPECIFIED M111114-1.GRADES, 5) CDIWIECTOR PLATES SHALL BE INSTALLED S1 ETRILALLI OU 10) ALL TE1151011 CHORD MEMBERS ASSUMED TO BE CtRIINAIOU5L1 13) ;1" INUICAIES LATERAL BPACIIIG MEMBER (1/A MIN 1 SPECIES. AI,o 19% MA/)HUM MO ISTJRE CO'TENT, DP S'JCH THAT THE JOINT, BRACED BY EITHER 3/8" (MITI) PLYNOOO SHEATHIIIG, 1/2' 14) INSTAL.ATIGII A1G EPECTICU GF THE TPJSS, PERMANENT, AUG 1S CF HIGHER ALL30ABLE STRESS AAL UES. ALL AALUES USED 6j TOP CI4GRD SPLICES APE HOT RECOMMENDED TO OCCUR IN l Nj OR V MALL OR BRACING MEMBERS SPACED 1G' 0 c. I/AYj, TEMPCPAR'+BRACING SHOULD BE MIE IM ACCORGAHCE WITH FOP OESIGI4 APE BASED 014 THE LATEST EDITION OF THE IIA- GIPECTLV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED GTIIERW ISE. CU7FIFHT TP BRACING AND ERECTIGII PUBLICATIGNS. TI GN AL DESIGN STANDARDS P'JBLI5HED By THE NATIONAL 71 V-2600 APPROVAL NIMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTItYJO'USLY15j THIS GES IGH CA ORMS TO CURRENT TPI DESIGN SPECIFICA- I REST PaOGU'IS A553CIATION 7251, BOCA FILE 85-125 BRACED BY EITHER 3/8" (NIM.) PLYWOOD SHEATH NIG. 1/2' TIC445 FOR METAL PLATE COIIIIECTEG MOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLAPT CC4111ECTOa PLATES GIILY, 81 THIS TRUSS HAS BEEN DESIGNED FCA THE LOAD111G SHGW4 4MIN.) DRYWALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. QUALITY STA143ARDS FGR TRUSSES. 3! COt4UE[T0a PLATES SIZES ARE IT AS 014 All FORCES 014L,. 011 THIS DRAWING. INSTALLATIGII RIG USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER GF THE TRUSS MAY BE CUT OR MODIFIED IN ANF+ WAY. 4! 000UECT3a PLATE SIZES APE CALLED OUT WIDTH IACPOSS SLOTS) ,WITH THIS DESIM. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND B, LENGTH (ALNIG SLOTS) AND THE ORIENTATION OF THE 9j ThIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR PECGMMEMGATIONS �IZE_.CALI 1.15THEDIRECT G 1 F THE T LENGTH, G t -CONFIGURATION A140 LOAD114G SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESP014SIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 5-3-8 8-8 1-0-0 1-5-14 Max Height 3-4-3 74 PLF -J m N 12 211/ 52# 260 � 1 5 v 1 650 130 105# T v � 2930 3x4 13.5111% c 50# 1 T N310# (3.5)12% 4.8 n� 12 v 20 PLF 3x9 5-3-8 , 1-8-8 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH 1-4-0 7-0-0 MEAN ROOF HEIGHT: 13 FT, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: �7 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REOUIHEMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #2. ..HA Maximum Live Load Deflection of .031" (0/16), Index-.135, (L/2710) Maximum,Total Load Deflection of .049" (1/16), Index-.14, (L/1714) W ll� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" M1HV-5 / 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 3705 A & 8 DATE: 27 Jan 1993 ,GRAND PRAIRIE, TX 75051 _ '� DL Tc 7 2X4 ill N SP LAYOUT ID: 121G) 660-3940 PLATE ARBA: �1Nt .09 L LL BC 0 WEBS 204 OL BC 10 2X4 N3 SP ADDRESS: SCALE: MEMBER TPl)SS PLATE INSTITUTE 33'33 TOTAL 47 112 i � EXCEPT AS MAY BE NOTED 1-- I! i-UMBER SHALL BE OF THE SPECIFIED 1111.1 MUM GRADES. 5! COIYIECTOR PLATES SHALL BE IIISTALLED SeMNETRICALL'V (311 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIPU(YJSL/ 13) /' INDICATES LATERAL BRA CNJG MEMBER IIY4 NIH.j SPECIES. ALIO 19Y r.Ali u'JM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING. 1/2' ]A) !INSTALLATION AND ERECTION OF THE TRUSS, PEauAIENT, AID IS GF nt "ER ALL JMA1LE STRESS VALUES. ALL VALUES USED 6; TDP OICRO SPLICES ARE HOT RECOMMENDED TO OCCUR (MIN) OR'VWALL OR BRACING MEMBERS SPACED 10' 0 C, tNAX;. TEMPCRAR'V BRACING SHO.AD BE DONE 314 ACCORDANCE WITH FOR OESIGII ARE BASED ON THE LATEST EDITION OF THE IIA- DIRECTL'V ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIOIAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED To BE CO TINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-t25 BRACED BY EITHER 3/e' (NIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIOI IS BASED ON CLARY CONIECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. DUALITY STANDARDS FOR TRUSSES. 3) CONUIECTOR PLATES SIZES ARE BASED OH AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION A140 USE SHALL CONFORM MAX), UNLESS NOTED OTHERWISE. 15) 110 MEI4BER OF THE TRUSS NAY BE CUT OR MODIFIED IN MTV WAV, �! CO,N IEC GR FLA TE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN LURING SHIPPING AND BI LENGTH IALOIIG SLOTS.. ANO T"E DRIENTATION OF THE 9). THIS DESIGN IS APPLICABLE TO SHO.ATRTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR PECONNENOATIONS 512EOJT Tn D R CT N GF Tn T GT N N t GURIt CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOP HANDLING TRUSSES I5 RESPONSIBILITI OF FABRICATOR. -SPECIAL HANGER FOR USE WITH (MULTIPLE !MEMBER GIRDER, CAPABLE OF SUPPORTING AND TRANSFERRING CONCENTRATED LOAD OF 2321 LBS, FROM ONE SIDE TO ALL MEMBERS OF GIRDER IS REOUIRED. HANBER TO BE DESIGNED Be A PROFESSIONAL 2-9-8 2-2-8 ENGINEER AND PROVIDED BY OTHERS. IF BOLTING IS REQUIRED, THE EFFECT OF BOLT HOLES ON THE TRUSS MUST BE VERIFIED BY CLARY DIVISION OF ALPINE. ENGINEERED PRODUCTS PRIOR TO FABRICATION. Max Helgnt 2-10-3 74 PLF X x fV 7fY 1630 12 92Y I 0 I I N 12�3)7\0 2184# 3 23670 1736# 13.5134% (3.5125X 20 PLF mT v i-1-0 2321# 1367# N. BUILDING TYPE: ENCLOSED RESIDENTIAL 3x4 CU 4x4 CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH 2-9-8 2-2-6 MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area n # UPLIFT CONNECTION REQUIRED: ^)3 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. ! 5-0-0 it SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. ! REU M µA No trusses: 1 Special Loading; Refer to Loading Diagram W(N D Maximum deflection occurred at bottom joint #2. " z Members Required FASTEN TOGETHER WITH Maximum Live Load Deflection of 0' (0/16), Index-.059, (L/6000) TOP 10d NAILS 12'0.C, Maximum Total Load Deflection of 0` (0/16), Index-.064, (L/0) BOT 10d NAILS 3'O.C. WEB 10d NAILS 12'D.C. FASTEN AT OR NEAR ALL PANEL POINTS. 00 NOT NAIL OR BOLT TrROUGH TRUSS PLATES. Cry CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0* MG ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC gp GRAND PRAIRIE. 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1001 S. BC LUMBER PROJECT: CENTEX 3706 A & B DATE: 27 Jan 1993 PRAIRIE. TX 75051 7.0 OL TC 7 T2X6 Y1 Ds SP 12141 660-3940 -PL ATE AREA:- -TMC. FOR 5TL LL BC 0 WEBS LAYOUT I0: L-{L 126 OL SC 10 2X4 #3 SP ADDRESS: SCALE: ME MBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 3/4 EXCEPT 4S MAY BE NOTED 4 � , L 1!'LUNBEP SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5! CGr#ECTOP PLATES SHALL BE IIISTALLEO SrW+ETRICALLI OI 101 ALL TEIISION CHORD MEMBERS ASSUMED TO BE COITINW'JSLx 13) / IIIDICATES LATERAL BRACING MEMBER (1x4 MIN.) SPECIES. Ar10 t9X uAx1MUM MOIS7'JRE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" (MITI) PLiWGOO SHEATHING. 1/2" 14) IIISTALLATIGH A1D EPECTIC1 OF THE TRUSS, PERMANENT. AIJO 15 GF HIGHER ALL3"BLE STRESS VALUES. ALL IAL UES USEO 6: TOP CHCPO SPLICES ARE NOT RECOMMENDED TO OCC'UP (Mlrl) DRY WALL OR BRACING MEMBERS SPACED 10' O.C. IMAXj. TEMPGRARV BRACINS SNUJLD BE 001E IN ACCORDANCE MIT. FOR CESIGN APE BASED OHI THE LATEST EDITION OF THE IIA- GIRECTL'+ ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION P'JBLICATIGNS. TIONAL DESIGN STANDARDS PUBLISHED ev THE NATIONAL 7, V-2000 APPROVAL 11UMBERS: UBC 2342. F.A TCB 2014. SBCC 11) ALL COMPRESSION CMORO MENDERS ASSUMED TO BE CGNTINUOUSL+15i THIS DESIGN CINIFDiMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6' ININ.) PLYWGDO SHEATHING, 1/2" T1014S FOR METAL PLATE CCIWECTEO WOOD TRUSSES ANG 2) TH 15 DESIGN 15 BASED DII CLARK CONNECTOR PLATES 019-Y, B) THIS TRUSS HAS BEEN DESIGNED FCA THE LOADIIIG SHOW$ (MHN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALIT'/STANDARDS FOR TRUSSES. 3! LONIIE C TOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLN, U1 THIS DRAWING. I11STALLATIGII AND USE SHALL CONFORM fWAX). 1#4LESS 140TEO OTHERWISE. 16) ID MEMBER GF THE TRUSS MAI BE CUT GR MODIFIED IN ANI WAV, 4) C314CCTDF PLATE SIZES APE CALLED OUT WIDTH (ACRCSS SLOTS! WITH THIS DESIC44 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLIIG CAPE SHOULD BE TAKEN DURING SHIPPI116 AND B. LENGTH fALONG SLOTS) AND THE ORIENTATION GF THE 9; THIS DESIGN IS APPLICABLE TO SHORTED SPAIN TRUSSES OF ERECTION OF TRUSSES SEE MIS-91 FOR RECOMMEIDATIDNS �Ij_L CALL OUT i T G F CT ON GF I", PLA', "NCIHIDENTICAL LOADING AND CO IF GUR T N -0011F IGURATIGN AND LOADIIIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES IIOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-0-14 4-7-14 RUN 2-1-7 #2 2-2 Max Height 3-10-3 1 PLF 71# 221# 3A# X X ^N 206# 12 394# 4.24 A m 9x 76# o CI y i -41 r 1 m m 220 110# 57# 339# 526# [3.5113% 13.5120% /n i PLF 3x4 (11 3z 2 # 6J, 101 5-0-14 4-7-14 1BUILDING TYPE: ENCLOSED RESIDENTIAL 2-0 /A CODE: STAMDARD BUILDING CODE (SBCCI 1991) 2-0-0 9-a-iz WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONhFCTION REQUIRED: 3'81A AT EACH SUPPORT LOCATION. NET WIND FF.ESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES '0 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 2 Outrigger with 7-0-0 Set-Back and 7-0-0 Pitch Length Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of 0` (0/16), Index-.063, (L/5838) Maximum Total Load Deflection of .032' (1/16), Index-.066, (L/3648) Q �Zcv 3lZs/43 Wt�t►� F-rA" �� CLARY DIVISION PLATE TYPE: O.C..SPACING LOADING (PSF) TC LUMBER TRUSS: ( 9'10-3/4' CJ ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 3p G1801 RAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 MM2 N SP 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A & 8 DATE: 27 Jan 1993 (214) 660-3940 T'LATE Ali A: N O L LL BC 0 LAYOUT I0: WEBS ti 96 33 OL BC 10 2X4 f3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33 TOTAL q7 l EXCEPT AS MAY BE NOTED 3/8 I, t)`LUI4BER SHALL BE OF THE SPECIFIED MINIMUM GRACES. 51 COINIECTOP PLATES SHALL BE INSTALLED S(NNETRICALL-0 014 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTN"USLI 13! ::K- INDICATES LATERAL BPACIIIG MEMBER (1/4 MIN.; SPECIES. A140 192 MAXIMUM 1401ST'JAE CONTENT. OR S'JCH THAT THE JOINT. SPACED BY EITHER 3/8" NTH) PLYWOOD SHEATHING. 1/2• 14! 111STALLATICII AND ERECTIGN OF THE TRUSS. PERMAI401T. AND IS GF HIGHEP ALLOWABLE STRESS VALUES. ALL !FLUES USED 6; TOP CHORD SPLICES ARE NOT RECOMI4EHDED TO OCCUR THIN DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MA/i. TEMPCPAPI BRACING SHG'JLG BE DONE IN ACCORDANCE WITH FOP OESIGN ARE BASED ON THE LATEST EDITION OF THE NA— GIRECTL'4 ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. TI ON AL DESIGN STAICARDS P'JSLISMED Br THE NATIONAL 71 '1-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 111 ALL COMPRESSION CMC4;0 ME14BERS ASSUMED TO BE COITINVOU5LY15j THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA— FOPES7 PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED By EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIGNS FOP METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLAFI CONNECTOR PLATES ONLY. BI THIS TP'JSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' O.C. OUALI74 STANDARDS FCA TRUSSES. 3! CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OL/. Oto THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAY). UNLESS NOTED OTHERWISE. 16) 140 ME14SER OF THE TRUSS MAY BE CUT OR NODIFIED IN ANY WA4. 4! CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACPOSS SLOTS; WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN CURING SHIPPING AND 84 LENGTH (ALONG SLGTS) 1140 THE OPIENTATIDN OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ETECTIOII OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS C' OUT 'HE F C Gtl F THE P M C F ! COt "'TION -CONFIGURATION AND LOAD114G SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT 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 12 12 496# 5 d 6 246# 24B# 4n y y 0 In 67# 134# 67# T T 631# 6311 In I I In [3.5125% 13.5125% m 3x4 Iv 3x4 20 PLF 7-0-0 7-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 CODE: STANDARD BUILDING CODE (SBCCI 1991) 14-0-o WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 457�/AT EACH SUPPOPi LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHOnO BRACING REQUTREMENTS. �EU 3/mss /L73 No trusses: 3 Maximum deflection occurred at bottom )oint i'2. �+A Maximum Live Load Deflection of 0" (0/15), 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 �#f ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 Y2 OS SP ENG. FOR: TRUE TRUSS INC - 1601 S. GSW PKWY..GRAND PRAIRIE, TX 75051 7.0 DL TC 7 BC LUMBER 2X4 i'2 N SP PROJECT: CENTEX 3706 A 6 B DATE: 27 Jan 1993 LAYOUT I0: _(y/Of/J 12141 660-3940 -PLATE AREA:- INC FOR STL LL BC 0 WEBS 92 OL BC 10 2X4 03 SP ADDRESS: SCALE: 'MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47EXCE1/4 PT AS MAY BE NOTED I! LU.,BEP SHALL BE OF THE SPECIE LEG uIHl M•JM C><a0E 5. 5! CG nIECi OR PLATES SHALL BE IHSiaLLEO 514I4E TRICRLL'1 011 10! ALL TEHSl GI CHORD MEMBERS ASSUMED TO BE COHTIfx10•JSL1 131 /' 111DICATES LATERAL BPACN+G ME148ER (fX4 MIH.; SPE_IES. Ar10 f9Y uA{I M'JM MOISTURE C31ITENT, OR SUCH THAT THE JOINT. BRACED B+EITHER 3/8` (MITI) PLYWOOD SHEATHIIIG, 1/2' 141 IIISTALLAIIGI AMD EREC7IGM OF THE TRUSS, PEPIUAHEN7. AIC IS GF n7 GnEp ALLOWABLE STRESS IALUES. ALL +ALUES USED 6; TOP CHGFD SPLICES APE HOT PECGW+ENDED TO OCCUP (M I N1 DR'+WALL OR BRACING MEMBERS SPACED 10' O.c. (MAXI, TEMPCPIFIT BRACING SHUJLD BE DONE 11+ACCORDANCE HITn FOR OESIGH APE BA SEG G+ THE LATEST EDITIGI OF THE fIA- DIRECTLY ABOVE A BOTTOM CnORO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BP ACING AILD ERECTION PUBLIGTI(:HS. T1011AL GE53G11 STAIIDAROS PUBLISHED B+ THE fIFTIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHP TCB 2014. SBCC 11) ALL COMPRESSIDtI CHORD MEMBERS ASSUMED TO BE CGRltxxx16L V15� THIS DE SI GtN COfIF ORMS TO CJRPEHT TPI OESI GII SPE[IFICA- FOPEST PRODUCTS ASSGC IATION. 7251. SOCA FILE 86-125 BRACED 8V EITHER 3/a' (MINA PLYWOOD SHEATHING. I/2' TI OILS FOR METAL PLATE CGYIECTED WOOD TRUSSES A110 2) THIS DESIGN IS BASED GI CLAP+ COYIECTOP PLATES G41, B) THIS TRUSS HAS BEEII OESIGIED FOR THE LOADING SHOWN (MIN.) DR'+WALL OR BRACING MEMBERS SPACED AT 16' D.C. OUALITV ,METAL FOR TRUSSES. 31 CONIJECTGP PLa TES SIZE5 ARE BA SEG G+AXIAL FORCES ONL/. Oil THIS DPAWIfIG. INSTALLATIOI A11G USE SHALL CONFORM (MA)O. UNLESS IJOTED OTHERWISE. 16! NO MEMBER GF THE TRUSS MAt BE CUT OR MODIFIED 1H Alit NAI. 4! CaJIECiOR PLATE SIZE5 APE CALLED OUT WIDTH (ACROSS SLOTS; WITH THIS DESIGN. 12) ® Ux)ICATES BEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN Olx+I TIG SHIPPIIx3 AND BI LENGTH (ALONG SLOTS) MNG THE OPIENTATIO14 OF THE 9! THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGI OF TRUSSES. SEE HIB-91 FOR RECOMME14DATIGIS. CALL OUT IS T R C7 ! Tn PATI I FII.T. G fiT C T f10 COH GUR Gfi -CONFIGURATION AFlO LOADING SPECIFIED BY FABRICATOR -REPETITIVE 14EMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPONSIBILIT( OF THE TRU55 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 5 s Q 6 2730 273# I 12 322# 3220 6 � y � 203 1600 1600 m \ •A� y y I 0 86# 119# 119# 8611, T '( 960# 9600 m T I m (3.513B% [3.5138% v f 5x6 3xB 3x4 3x4 20 PLF 9-0-0 3-0-0 9-0-0 ( BUILDING TYPE: ENCLOSED RESIDENTIAL 1-4-0 21_0_0 1-4-0 CODE:SPEED.STANDARD1BUHLDING CODE (SBCCI 1991) MEAN ROOF HEIGHT: 13 FT. TRUSS LOr/.TION: (Se) area UPLIFT CONNECTION REQUIRED: 6-00#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND If ABOVE FOR CHORD BRACING REQUIREMENTS. ►1 e6L) 3 No trusses: i Maximum deflection occurred at bottom joint Y2. HA Maximum Live Load Deflection of .059' (1/16), Index-.098, (L/3552) Maximum Total Load Deflection of .108' (2/16), Index-.103, (L/2333) 89 T- '' H- 1 S TRUS : 210 111444 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER �rl ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY, V�000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE• Tx 75051 7'0 OL TC 7 2X4 Y2 N SP LAYOUT I0: (214) 660-3940 PLATE AREA: NC. FOR SQL LL 8C 0 WEBS ti ADDRESS: SCALE: 244 OL BC 10 2X4 #3 SP 3ALE 33.33 MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1! LW46E0 SH AI.L dE Of 1HE SPEC If IED HIM u'JN GR AOE S, 51 CONNECTOP PLATES SHALL BE INSTALLED SYNI4EIPICALL( ON 10i ALL TEMSIOII CHORD MEMBERS ASSUMED TO BE CO4TINUOl15L1 13! INDICATES LATERAL BRAC If4G 1+EMBER (ft4 N]rl.i IES, ANO 19%01411 IUU14 14DISTJRE GOA TEII T, Of.S'.kN THAT THE JOUIT SPACED BY EITHER 3/B" 84114) PL/WOOD SNEPTHIf1G, //2" f4! 11157ALLATIGN AHG EPECTIGrI OF THE TRUSS. PER-IIEHT, "ID IS GF PIGnEP ALL ,B Sf HESS VALUES. ALL IALUES USED 6; TGP CMGRO SPLICES ARE 1107 RECGMIAENDED TO GCC:1R 'MINI D41VWALL OP BRACING MEMBERS SPACED 1G' O.C. INA/j. IEMPOPAPY BRACING Snf/JLG BE DOME 111 ACCGRGANCE WITH FOR OESI GII ARE DA-0 On 1nE LATEST EDITION GF THE II_- GI RE CTL% ABOVE A BOTTOM Cn DRG SPLICE. UHL.ESS NOT EO DI"IIWISE. CWPEIIt iPI BRACING AND ERECTION P'JBLICAi10N5, 71 IIAL DESIGN STANDARDS PDBLI5HED Be THE NATIONAL 71 '!-2000 APPROVAL tMJMSERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSI O4 CHORD ME148ERS ASSUMED TO BE CO4T7tfJOUSLYf 51 THIS DESIGN C044FDRMS TO CURRENT TPI DESIGN SPECIFICA- FORESi PROGUCT5 ASSGC IATION 7251. SOCA FILE 86-125 BRACED BY EITHER 3/B" ?N III.1 PLYWOOD SHEATHING. 7/2' TIGt15 FOR METAL PLATE C01u4EC7EG WOOD TRUSSES Al1G 2I THIS DESIGN IS BASED Oil ,:LAP+ CONNECTOP PLATES ONLY. 81 THIS TRUSS HAS BEEN DES GIIE0 FCA THE LOADING SHOWN !N 111.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0 C. OUALITf STANOAPOS FGP TRUSSES. 3� CONNECTGR PLATES SIZES tPE BASED ON p/IAL FOPCES ONLY. ON THIS ORAWING. INSTALLATION ACID USE SHALL CONFORM !MAx), L04LESS NOTED OTHER%ISE. 16! IID MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED III AN'f NAY. EC CA RLAIE SIZES ARE CALLED O'to WIGTII iACRGSS SLOTS WITH THIS DE511 12) ® IIIDICATES BEARING LOCATTOII. 17; SPECIAL NArIpL1NG CAPE SHOULD BE TaKEII OUR[NG SHIPPING AILD 1 BI LEHGTn (ALONG SLOTS AND 7nE ORIENTATIOI GF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIDH OF TRUSSES SEE HIB-9f FOR RECOMMENDATIONS IZE_CALL 0uT 15 THE DIRCCTIO4 GF THE PLATE LENGTH, IPEIITICAL LOADING Afir COI GJ T 011 -CONFIGURATION ANG LOAGIIIG SPECIFIED BY FABRICATOR -REPETITIVE 14EMBEP STRESSES HOT USED. -ADDITIONAL PLATING FOR HAf4DL11IG TRU55ES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISID14 FOR THE PREVENTION OF PONDING MUST BE MADE AND I5 1407 THE PESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP'%. RLNJ i 3-7-8 3-4-8 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 5 254# 259► 254# y y •y 12 N 24B# \ 240# 6 A�6 0+o y \ y s 123# \ 1230 rn 2� y � t- I 0 i 66# 1305# 700 103# 661 Yet 'T. T. mro 1761# 13600 v l I v 13.5169% 13.5153% 5x5 3x4 3x8 Sx6 3x6 20 PLF 7-0-0 3-6-0 3-6-0 7-0-0 7- -0 1202# 1-4-0 1-4-0 21-0-0 BUILDING CIPE: ENCLOSED RESIDENTIAL 1 CODE: STANDARD BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ';;Z 2b�'L 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: i Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .144" (2/16), Index-.206, (L/1750) Maximum Total Load Deflection of .226' (4/16), Index-.215, (L/1115) /S 2�v 3�12s�g3 w 1 h)G) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 210" H-7 T-19 #l1/ ALPINE ENGINEERED PRODUCTS IncV2000 2-0-0 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - I 1e01 S. GSW PKWY. 70 LUMBER PROJECT: CENTEX 3706 A 6 8 DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7'0 LL TC 30 OL TC 7 2X4 #2 N SP F ! i21a) 660-39a0 PLATE AREA IHC. FOR STC LL BC 0 WHBg LAYOUT I0: 334 OL BC SO 2X4 43 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE 33 33 TOTAL 473/16 E%CERT AS MAY BE NOTED - - 11 +UNBEA SHALL BE OF THE SPECIFIED MSNIM'JM GRADES. 5) CDTINECTOA PLATES SHALL BE IIISTALLED S/MMETPICALL( 011 10) ALL TEIISID41 CHORD MEMBERS ASSUMED TO BE COIITIINIOUSLI 13! INDICATES LATERAL BRACING MEMBER 1114 Mltl ; SRECIES, At4 19% MAfIM'JM MO1ST'JRE CONTENT. OR SUCH THAT THE JOINT. BRACED By EITHER 3/8" (MIM) PL-IWOOD SHEATHIIIG• 1/2" 14! INSTALLATIOII Aly', EPECTIO14 OF THE TRUSS. PERMANENT. AND 15 GF HIGHER ALLOWABLE STRESS IALUES. ALL VALUES USED 6;• TOP C"DRO SPLICES ARE NOT RECOMMENDED TO OCCUR (MINT DR'+MALL OR BRACING MEMBERS SPACED 10' -. IMaV), TEMPDRAR#BRACING SO'JLO BE DOrg IM ACCORDANCE WITH FOR DESIGN ARE BASED 044 THE LATEST EOITIUN GF THE 11A- GIPECTLV ASO'✓E A BOTT014 CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTIC44 PUBLICATIONS. T I OVAL DESIGN STANDARDS P'JSLISA1'J EO B✓ THE f+ATIONAL 7) 'I-2400 APPROVAL f0MBERS: UBC 2342. FHA TCB 2014, SUCC 11) ALL COMPRESSION CHORD ME14SERS ASSUMED TO BE CONTINlSL✓151 THIS DESIGN CUTWORMS TO CURRENT TPI DESIGN SPECIFICA- F OPEST PRODUCTS A553CIA11011 7251, BOCA FILE 06-125 eRACED B'1 EITHER 3/8" (MINA PL✓WGOO SHEATHING. 1/2' TIDNS FDR METAL PLATE CONNECTED MOOD TRUSSES A110 2) THIS DEST.11 IS BASED DN CLARI CONIECTUA PLATES OIL✓. B) THIS TRJSS HAS BEE11 DESIC4ED FOR THE LOADING SHOWN n1111.1 OR(WALL OR BRACING MEMBERS SPACED AT 16' O.C. GUALITI STAHOARDS FGR TRUSSES. 3! COTNIECIOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL-f. 011 THIS ORAWIIIG. 114STALLATICJI Ary;USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 16) 110 MEMBER OF THE TRUSS MAf BE CUT OR MODIFIED 111 ANf WA1, 41 COIN IE C7 GR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OE61O4 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANOLI110 CARE SHOULD BE TAKEN DURING SHIPPING A110 B'I LIt TH IAL Df+G SLOTS, ATIG 7nE OR1EfNTATIO+OF THE 9i THIS DESIGN IS APPLICABLE 70 SNORTER SPAM TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR PECOMMENOATIOIS C O T 7n P CT N G Tn t G II C aG t NF U t -CONFIGURATION AND LOADDIG SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED, 3-9-8 3-2-8 -ADDITIONAL PLATING FOR HANGLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. Max Heignt 3-10-3 x 37 PLF N 54Y 1ISY 12 650 6 5931 fOBBr 494r T T 1211/ 12020 (3.5134% M5134% 339 PLF ^T BUILDING TYPE: ENCLOSED RESIDENTIAL Q CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area #� C, 4x4 UPLIFT CONNECTION REQUIRED: X13 AT EACH SUPPORT LOCATION. 3xq ri NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. ( 3-9-8 I 3-2-8 L— 7-0-0 , I� K F v 3/ 215/ I3 HA No trusses: I One Half of 14-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint 012. 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 TRU55: 7'0" MG T-21 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - I 1801 S. GSWAIR PKWY, 30 BC LUMBER PROJECT; CENTER 3706 A & 8 DATE: 27 Jan 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X6 Ifi DS SP 12141 660-3940 PL T- ANEW- CINC. STL LL BC 0WE 85 LAYOUT I0: 126 OL BC 10 2X4 i3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE I 33.33 TOTAL 47 SCALE' AS MAY BE NOTED 3�4 ,_