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Permit 1670 Linkside Dr N (vault folder) r ' l ADDRESS 1670 70 BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING 3a COVER-UP f INSULATION l FINAL BUILDING - CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # Ll/ INSPECTIONS ROUGH 9 FINAL MECHANICAL PERMITZ- PLUMBING PERMIT 93x3 ),pr NOTES: 30 8" 21 CD . , Cl . Tia _ CD ' (30 Tis T16 F2& FBEAN 25 l-' 3-s/2' x W tN zS6_ wm LEYa. vvuc vw � co F27 000F MAIGNS THIS AtEA T t Ln a) r F23 ' LD l� fl a" F20 t 9 3-1/2- x 1e' — 14 r F19 co 13 O N T74 19A W J08: 940849 CENTEX HOMES Lo - `� 6 LOC.: LOT 126-2 SELVA LINKSIOE A -�-- DESIGNER: SDS i t m: T m � u I 10 ' 4 " -�-� FT 4 a Q SEE LOWER LEVEL PLAN FOR AW FRAMING THIS AREA m T29 _ C R T30 _ � X N C Q - 731 T38 T28 cv N T 3 2 T33 � T35 T36 O O D T37 G) m CD N J08: CENTEX, .HOMES 1-- 7 * --} - 13 '8r 5 • 1 ,Q " UPPER LEVEL ROOF FP"IW PLAN � LOC: 3704,9UPPER- LEVELr DESIGNER: DM TRUSS SPECIFICATIONS FOR CENTEX 3704 B 940849 TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. { DRAWING NUMBER DATE USR732 94234501 08-22-1994 USR732 94104537 04-14-1994 USR732 94087501 03-28-1994 USR732 94087502 03-28-1994 USR732 94087503 03-28-1994 USR732 94087504 03-28-1994 USR732 94087505 03-28-1994 USR732 94087508 03-28-1994 USR732 94087510 03-28-1994 USR732 94087511 03-28-1994 USR732 94087512 03-28-1994 USR732 94087513 03-28-1994 I n USR732 94087514 USR732 94087515 03-28-1994 USR732 94087516 03-28.1994 �X%J%111111N t USR732 94087517 03-28-1994 �0% � USR732 94087518 03-28-1994 �� Q., USR732 94087519 03-28-1994 `� 'Q��t�••�"•��/ USR732 94087520 03-28-1994 USR732 94087521 03-28-1994 USR732 94087522 03-28-1994 CENTEt 'QUATE OF USR732 94087523 03-28-1994 �.�• •141.` USR732 94087525 03-28-1994 'ii,� r�.' • N `�� USR732 94087526 03-28-1994 OD: (940849--Centex Homes Inc 3704 8 ) / T14 21.4- SPECIALS THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 200 410 210 c WEBS 2x4 SP #3 : W2 2x6 SP #1 Oense: BEARING LOC. (FT) : 0.00 10.33 21 .04 In TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE, ENCLOSED OR FULLY OPEN BUILDING. w tU CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. In T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING a NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS TO SOLID BEARING. ry w t L1T 0 —T- CaX4 m C3X5 �{ C3X4 00 6 X lC') C3X4 (AS) 44.5 C3X4 (Al) C2X4 C3X5 10 '4" 11 ' 10-8-0 10-8-0 -4-0 10-4-0 11-0-0 -401 - 21 '4" -� OVER 3 SUPPORTS R=450# W=3"8 R=840# W=3"B R=440# W=3"B 8242 -T . TYR.- CLARY-V-2 - DESIGN RIT P _ Seg: = 0. F) Rev 17.2? SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTI-SSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--97712 SHALL NOT BE RESPONSIBLE FOR N HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPEC IFICAT ICNS. OR ANY BRACING. SEE HIB-9I BY TPI, SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/22/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,I CLARY CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM OJIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 .0 P SF ORW USR732 94234501 r AtPine A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE CF CHORD SHALL BE LATERALLY BRACED WITH PROPER B C L L 0 0 PSF En4:�ee1<a....... Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD B Y: OL D.0 CONNECTORS PER DRAWINGS 130. 150 S 16OA-F. DESIGN STANOAPDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L 0. 37. 0 P SF !O1 S. Great SOUtTN St Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 SPI. AN ENGINEER'S TECHNICAL UPDATE (7/1191) FOR SUGGESTED Grana Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 IN ONLY. AND SHALL t10T BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR --TPI - TRUSS PLATE :hSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CCNSTPUCTION SPACING 24. JOW k X37048(7--CenteX Homes Inc 3704 8+0 ) / T9 13'8" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 210 210 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13.38 Cl) TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. !V A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo 0 LIT v C4X4 m 6p M C2X6 (A1) C2X6 (A1) 43' 4 3 C X4 6-10-0 -)- - 6-10-0— �• - 13'8" _I OVER 2 SUPPORTS R=581# W=3"8 R=581# W=3"8 PLT . TYP.- CLAAY-V2 nEsIGN CRIT TPT Rev 20 .0 17. h SCALE = 0. 750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES PEOUfRE EXTREME CARE TC LL 20 .O PSF REF R732--72900 SMALL NOT BE RESPONSIBLE FOR fN HANDLING, ERECTf ON AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/14/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOP ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM DUIREMENTS, UNLESS OTHERWISE INDICATED, TOP B C DL OCAL..— 1O . O PSF DRW USR732 94104537 of A10 the AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PPOPER BC L L O O PSF B Y: OLE) ' Y Eno sneer ea Praaucca. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F 1801 S. Grew SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE I7/t/911 FOR SUGGESTED GranD Pr TX TX 75051 SEAL ON THIS DRAWING APPLIES TD THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 {21 4) 660-3940 IN CNL Y• ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESIGN TO THE (PUSS ERECT IDN CGNTRACiOR, 1' •--TPI TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPEC IF II'AiION FOR M000 r,ONSTPUC TICK SPACING P4 0 n �fy+Y',,�•," a � Jot): True Truss (CX3704AC--Centex Homes Inc 3704 A+C) / Ti 20'8" Hip Girder 5'S8 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. -i TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 420 410 n BRG.LOC (FT) : 0.00 20.38 v TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD(S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. d A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DD v 54 5490 9053 53 LTI O M2 m3 i M 0 11 mit m M1I4 -04\ \ � I M6 m7 m8 m Ed �5 R• f192� R• 162?M \ W3.50" W-3.50' CD N W O O W i 1 20 20 33 3 19 19 1518-0 i 0-0-0 j 15-8-6 20-8-0 -1-4-13 13-8-6 22-0-i3 C7X5 (A C2Xa C4XIO 2'10'3 6 � C3X5 (A 1) C3X7 (A 1) 3 K 8X C2X8 5-0-0 1 10-8-0 1 5-0-0 -4- 20-8-0 -4- L - 20 ,8„ _} I� OVER 2 SUPPORTS R=1192# W=3"8 R=1622# W=3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i/1/1/E/-/- Rev 17.2h SCALE 109038500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTPUSSES REQUIRE EXTREME CAPE TC LL 20 . 0 PSF REF 8732--69683 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, EPECTION AND 4ECZ.L AAY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 03/28/94 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS AR£MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USP732 94087501 ..lsion of A10.1ne A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHOPD SHALL BE LATERALLY BRACED WITH PPCPEP BC LL 0 . 0 PSF BY: OLD/6', enp ineerea P.aauc ca, c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 6 'BOA-F. DESIGN STANCAROS WTTH PPOPEPLY ATTACHED RIGID CEILING -- SPE T 0 T.L D. 37 . 0 PSF 1801 S. Great SOutt'WeSt Pk M(, CONFORM N/APPLICABLE PROVISIONS OF 1415 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED GrantPrair it, TX 75051 SEAL ON THIS DRAWING APP-iES TO THE COMPONENT DEPICTED HERE OPYWALL APPLICATION FURNISH A COPY OF THIS 1i 12141 660-3940 7N ONLY, ANp SMALL NOT 3E Rfl2£0 UPON TN ANY DIMER WAY. CESSGNTO THE TRUSS ERECTION OUR.FAC. 1 . 25 (IV/ .. .COMPA,,. ..C..TOR. cDerTnlr. SEE ABOVE Job: (IX3704AC"-Centex Homes Inc 3704 A+C) / T2 20'8' Hip 7'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 280 280 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 20.38 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAO LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w fV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" C.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a n o Co v Ln 0 RJ T C5X5 (R) 5X5 (R) I m o s f7 N'1 m a C--3X4 (Al) (A1) C3X4 (A1) 4'3 5X X4 7-0-0 6-8-0 7-0-0 20 '8" OVER 2 SUPPORTS R=840# W=3"8 R=840# W=3"8 PLT . TYR. - CLARY-V2 CRIT TP F F - - Rev 17.2n SCALE = 0.2500 **IMPORTANT** CLARY DIVISION GF ALPINE WARNINGTPUSSES PEUUIRE EXTREME CARE TC, LL 20 .0 PSF REQ 8732--69684 SHALL NOT BE RESPONSIBLE FOR N HANDLING. EPECTION AND C L A A Y DEVIATION FROM HIS DaicH OA THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS 91 BY TPI. SEE THIS DESIGN T C D( 7 .0 P S DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE wITH GST88 BY TPI, FOP ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM OUIRENEHTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF O R W USR732 94087502 A Ol -Ca oT A10— AAA6 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O 0 p S F 6 Y: 0 L D Z.t' 6nP.neec ea Nacuc as. Sne TRUSS AND UNLESS OTHEP'RISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL CONNECTORS PER DRAWINGS !30. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F 1901S. Great Southwest Pkwy. CONFORM W/APPLICA8LE PPOVISIONS OF NOS 6 IPI, AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grantl Prairie. Tx 75051 SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TG THE TRUSS ERECTION CONTRACTOR. 1 -TPI 7RL'S3 PLATE iNS1[?TIT E. NGS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTIONS PACING 2 4 D " �� Job: (CX3704AC--Centex Hames Inc 3704 A+C) / T3 20'8' Hip 9'S8 THIS pwG. PREPARED FROM COMPUTER INPUT (L DADS 6 DIMfNSIDNS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 270 270 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 20.38 n TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lv ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, D 0 Ln 0 T2 C5X5 (R) 5X5 (R) T m 6 F,-,- C 3 X 4 C3X4 (A i) C3X4 (A1) —4"� CbX5 C3X4 9-0-0 1.2-8-0 _ 9-0-0 r 20 '8" OVER 2 SUPPORTS R=840# W=3"8 R=840# W=3"8 PLT. TYP.- CLARY-V2 N CRIT TPT F F - - Rev 17.2n SCALE = 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INgRUSSES REQUIRE -EXTREME CARE TC LL 20 .0 PSF REF 8732--69685 nn SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND C�A fl Y DEVIATION FRCM THIS DESIGN OP THESE SP£CIFICATICNS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL /-7 .0 PSF DATE 03/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA QALY, STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED, TOP BC O L 10 . 0 P S F DR W USR732 94087503 A J-1310n of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /. /_.- Enq sneer to o4uc.s, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF B Y• O L ['/— CONNECTORS PER DRAWINGS 130. 150 6 160A-F, DESIGN STANDARDS WITH PRCPERLY ATTACHED RIGID CEILING -- SEE T O T.LD. 37 .0 P S F 18DIS. Great SOUtnWeSt Px Wy. CONFORM W/APPLICABLE PROYISiONS OF NDS C TPI. AN ENGINEER'S TECHNICAL QPOATE 17/T/911 FOR SUGGESTED Grano Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TG THE COMPONENT DEPICTED HERE DRYWALL APPLI.'.ATIDN. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 1214) 660-3940 IN ONLY. AND S-ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC'.OR. 1 -,l --TPI 'ROSS PLATE INS tIFU TE. NOS - 1991 RATIONAL J-SIGN SPEC L�ICdiION FOR WOOD CO:VSTPUCTION SPACING 24 .0 (V.1/ i a Job: (CX37o4AC--Centex Homes Inc 3704 A+C) / T4 20'8" Common Girder THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 : W1 2x6 SP #1 Dense: cn NAILING SCHEDULE: (10d box nails) D TOP CHORD: 1 ROW @ 15" D.C. LOAD CONTINUOUS LOADS LOAD CONC. LOADS BOT CHORD: 1 ROW @ 6" D.C. 47 CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WEBS : i ROW @ 4" D.C. 0 T 54,0 54,0 -1 .5 22.1 0 8 5846 7. 1 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS D B 20.0 20.0 0.0 20.7 IN EACH ROW TO AVOID SPLITTING. (1) 1/2" bolts MAY BE USED FOR 0 10d box nails ON j THE BOTTOM CHORD ONLY. 0 SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT (LB) : 1530 940 BRG.LOC (FT) : 0.00 20.38 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. CSX8 CBX8 (p 6 (7 (n W 1 1 C4XB (B3) AC4X8 (63) 012 AIR 2 C3X1 (�^ 10-4-0 V 5846 10-4-0 20 '8" _l OVER 2 SUPPORTS R=4691# W=3"8 R=2835# W=3"8 PLT. TYP. - CLARY-V2 N CRIT TPI Rev 17. h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUS"'REGUIRE 'EXTREME CAPE TC LL 20 . 0 PSF REF R732--69686 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/2B/94 FAILURE TO BUILD THE TPUSS IN CONFORMANCE WITH GSTea BY TPI- FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP 8C DL 10 .0 PSF DRW USR732 94087504 A 01aAn0n a1 AIG 1ne AAA6 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Engtne—.Proa—, Inc TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY. OLO,!-- �?"( CONNECTORS PER OPAMINGS 130. 150 6 160A-F. DESIGN STANOARGS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ro T.L D. 37 . 0 PS F 1801 S. Great 60UtnWest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grantl Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICT60 HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 (214) 660-3940 11.2 NLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI + TRUSS PLAIE INSTITUTE. :NDS . 1991 NATIONAL D S:GN SPECIFICAtION FOR WOOL r,ONSTRUCT:CN SPACING s oo: (CX--f704AC--(fntex Homes Inc 3704 A+C) / T5 5' Eno Jack Gircer THIS DWG. PREPARED FROM COMPUTER INPUT (COAGS 6 DIMENSIONS) S''-;BMITTED 9Y TRUSS MFq, OP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICA73R*** OT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 SPECIAL CONNECTION/HANGER FOR 830.23# REACTION AT RIGHT END. Ln PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. v DAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB) : 200 320 I, ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT) : 0.00 4.75 v 0 T 54.0 54,0 0.0 5.0 0 8 793 3.9 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GRCUND 0 B 20.0 20.0 0.0 5.0 0 8 122 1.9 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTCH) 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. C ]SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS OIMENS:ONED. GO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 Ln C2X4 6 p m 0 Wit (L C3X4 (A1) 43 y t7122# © 793# 5C2X OVER 2 SUPPORTS R=455# W=3"8 R=830# W=3" _T . TYP . - CLARY-V2 N CRIT TRT Fi - - Rev 17.2M SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRussrs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--69687 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C �� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS CESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST83 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CDNMECTDRS ARE MADE OF 20GX QALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF O R W USR732 94067505 A D,18e 0n of A101ne A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORDSHALL BE LATERALLY BRACED WITH PROPER4. En�ineenea>raaue eA, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORp BC LL 0 . 0 PSF Y D L D , CONNECTORS PER DRAWINGS 130. 250 9 1SOA-F. DESIGN STANDARDS WITH FRCPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37-0 P S r i01 S. Great Southwest Pkwy. CONFORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 0/1/911 FOR SUGGESTED Gra no Prairie. Tx 78051 SEAL ON `HIS CRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY CF 'HIS OUR.FAC. 1 . 25 (2 141 664-3940 IN ONLY, AND SMALL N07 9E RELIED uPCN IN ANY OTHER MAY. DES;GN TO THE TRUSS ERECTION CGNTRAC'OP. U7 -TP* ` TRLSS PATE INSTITUTE. NGS ` 1991 NATIONAL CESIGN SPEC:FICAfICN FOR N000 CONSTRUCTION S PAC I NG s e e a b o v e JOD: (CX3704AC--Centex Homes Inc 3704 A+C) / T16 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 310 420 200 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 26.38 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND -Z WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ONLY. DO NOT USE WITH PLASTER CEILING. ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO i0 BE EQUALLY SPACED. (ATTACH WITH (2) SO NAILS. BRACING TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. N MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 0 SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: m THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 0 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C5X5 C3X5 C3X6 r, C5X5 C5X5 (A) 6 4.5 p C3X4 (A 1pr 2) C3X4 (A1) f4 CrX5 C4X8 C2X6 �- 26'6"4 10 '5" 12 ----�-j T51X�-0-3 -�-` I� 26-8-0 10-4-0 37' OVER 3 SUPPORTS R=1059# W=3"8 R=1377# W=3"8 R=453# W=3"8 PLT. TYP. - CLARY-V2 R TPT FL/1/1/1/P/-/- Rev17. h SCALE = 0_1675 **IMPORTANT*)( CLARY DIVISION OF ALPINE WARNING"'USSES REDUTAE EXT vE CARE TC LL 20 .0 PSF REF R732--69690 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM 'HIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 ?Y TPI SEE THIS CESIGN TC OL 7 . 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH GST98 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING AS CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0/ PSF ORW USR732(A94087508 A Div sa ion of A101n! AA46 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KIT, PROPER 0 PSF B Y. D L D#"676.'+O Aeerea PHoavcc a, tnc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTGM CHORD BC LL 0 CONNECTORS PER OPANINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 .0 P S F 1801 S. Great SOUthwe5t Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grana Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (214) 5,0-3940 IN CNLr, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. !� -TPI TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL G SIG, SPECIFICATION FOR MCOD CGNSTRUCT:CN SPACING 24 .0 Job: (CX3704AC--Centex HoMeS Inc 3704 A+C) / F19 13'4'8 SY42 GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (GOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**x iSOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-00, TYP. ( o = 000 PANEL ) D LOAD CONTINUOUS LOADS ' CASE SIDE L-PLF R-PLF START END + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v 0 T 265.0 265.0 0.0 13.4 TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO 0 B 10.0 10.0 0.0 13.4 BE SUPPLIED BY ERECTION CONTRACTOR. Z" SPECIAL CONNECTION/HANGER FOR 1839.06# REACTION AT LEFT ENO. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED o UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. V U1 O �---2 '6 r 5'4"4 _ 1 .4" `6.8„4 i T C9X12 C7X12 C X5 6 C5X5 C7X12 C9X12 T -t` in in + r. r, HS510 C X6 c2X6 C4X4 C6X6 H5510 13-3-0 0 8 C X8 C3 13'4"8 OVER 2 SUPPORTS R=1839# W=3" R=1839# W=3"8 PLT. TYP. - CLARY-V2 T TPI FL/l/l/l/F - - Rev 117. h SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REGU IRE EXT, (ARE TC LL 40 .0 PSF REF 8732--69692 SHALL NOT BE PESPONS ISLE FDR IN HANDLING, ERECTION AND e OC.L.1810n AnvDEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9iBY TP . SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 AR f FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FCR ADDITIONAL SPECIAL PERMANENT 3RACING RE CLARY CONNECTORS ARE MACE OF 20CA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF ORW USA732 94087510 Cf Alolne A4A6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER En0lnee11.oroeucc a. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIO-N. LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 ' 0 P S F BY: O L D CONMEC TORS PER ORAWINGS 130. 150 6 !60A-F. DESIGN STANDARDS WITH PRCPERLY ATTACHED RIGID CEILING -- SEE TOT,L D. 55 . 0 P S F 1601 S. Great South West Pkwy. -ONFOPM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S tECHNICAL UPDATE (7/1/911 FOR SUGGESTED �^` Grana,,Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF '.HIS OUR.FAC. 1 . 00 ./ 1214) 680-3940 IN CNL Y, ANO SHALL NOT SE RELIED UPON IN ANY OTHER 4AY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI TRU55 PLATE iNj TI7UT E. NOS • 1991 NATIONAL OES:GN SPECIFICATION FOR 40CD CONS'RL'C`ION [SPACING s e e a D 0 v e f e J00: (CX3704AC--Centex Homes Inc 3704 A+C) / F20 13'4'B SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, 70P CHORD 4x2 SP #2 N REFER TO DRAWING A160 FOR TYPICAL PLATE LOCATIONS. 3OT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00, TYP, ( o = ODD PANEL ) U) S1 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH SPECIAL CONNECTION/HANGER FOR 735.62# REACTION AT LEFT END. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. ry DOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED IPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. n 0 m Ln 2 ,6W q t 5'4"8 1 '4" 6'8" ------� TXC4X4 C4X4 C3X4 C2X4 C3X4 CdX4 C4X4 T � � -T- ia ifl C4X5 C 3X4 CM C3X4 C3X4 4X5 13'4"8 1 C2X14 C X4 OVER 2 SUPPORTS R=736# W=3"8 R=736# W=3"8 LT. TYP. - CLARY-V2 CRIT TPT F 1 - - Rev 17 . h SCALE = 0 .5000 **IMPORTANT** CLAAY DIVISION OF ALPINE WARN INGTPUSSES REQUIRE EXTREME CARE TC LL 40 . 0 PSF REF 8732--69693 SHALL NOT BE RESPONSIBLE FOP LV HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BPACCNG. SEE H13-91 BY TPI. SEE THIS DESIGN TC DL 10 . 0 P S F DATE 03/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI, FCR ADDITIONAL SPECIAL PERMANENT BRAC:"G RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICA'-c D. TOP BC DL 5 . 0 P S F DR W USR732 94087511 A Oiv in son oe AlP lne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHCRO SHALL BE LATERALLY BRACED WITH PROPER E�q.�eereq ProqucT a, tic TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 9C (-L 0 0 P C F BY: 0 L D CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WI7H PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LI). 55 . 0 PS F 901S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S 'EC.NICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 00 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPt - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN u ECLFICATtON FOR wro0 CONSTRUCTION SPACING 2 4 0 ✓� s Jou: True Truss (Cx3704AC--Centex Homes Inc 3704 A+C) / F23 19'8' SY42 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. X BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) Cl) n + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ti CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. m (U �----2'6" ---� m C 4 X�--------6 7„8 l w 11 .7 C2X3 (R) C4X5X3 QX44X 4X8 C3X3 C2 3 iD ifl 4X X4 X X rixi C X C 4X CV3 C3X4 15' 11"8 3'8'.8 ----{ C X5 C2)4 �- 1918.. OVER 2 SUPPORTS R=869# W=3"8 R=1332# W=3"8 Sq*PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/i/1/E/-/- Rev 17.2n SCAALE100.3750 **IMPORTANT** CLARY OIVISION OF ALPINE WARN INGTRD65ES REQUIRE EXTREME CARE TC LL 40 . 0 PSF REF 8732--69694 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. EPEC—ON AND �ac-L ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 . 0 PSF DATE 03/28/94 FAILURE TOBUILD TME TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOP ADDITIONAL SPECIAL PERMANENT BPA'ING RE CLARY CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP SC DL 5.0 PSF DRW USR732 94087512 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED 417H PROPER %� Eno--ea P Qau ts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS CESIGR POSITION LY ATTACHED PLYWOOD SHEATHING. BOT-CM CHORD SC LL 0 .0 PSF BY. OLD.1� ..-r( CONNECTOPS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PPGPERLY ATTACHED RIGID CE:LiNG --SEE TOT.L D. 55 .0 PSF 1801 S. Great SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDAtE (7/1/911 FOR SUGGESTED Grand Prairle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .00 (214) 660-3940 IN ONLY. AND SHALL NOT 9E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTPACTOP. S --rat - TPu55 RLATE INSTITUTE. NOS - 1991 NATIONAL OESIGN SPECIFICATION FOR 4000 CONSTRUCTION SPACING 24.0" ;ob: (CX3704AC=-Centex Hames Inc 3704 A+C) / F27 15'11.8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOAOS 6 DIMENSIONS) SU9.MITTED SY TRUSS MFR. 'OP CHORD 4x2 SP #2 N REFER TO DRAWING A160 FOR TYPICAL PLATE LOCATIONS. 30T CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00, TYP. ( 0 = 000 PANEL ) n IJ + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v DOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO w )PSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ti ' o v Ln Li L-2 ,6„ 6'7"4 -1 ( 7' 10 12 -� C4X5 C2X4 (R) Q4X5 C3X4 C2X4 Q3X4 Q3X4 C4X5 C4X5 + cD wbx;-,Elb C4X4 CV4 C X4 C X4 C 4X4 CbXb 15' 11"8 C�X6 OVER 2 SUPPORTS C2 6 R=878# W=3"8 R=878# W=3"8 _T. TYP.- CLARY-V2 N CRIT TPT F - Rev 17.2r) SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINPOSSES REOUIRE EXTREME CAPE TC LL 40 . 0 PSF REF 8732--69695 SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND C A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH GSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 5 .0 PSF DRW USR732 940875x13 L 0A.VI11� Of Al-�ne AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PPOPER BC` L L 0 0 PSF B Y: 0 L D En9.neer ea vroa�c u. I_ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER ORAMI5GS 130. 150 S I6OA-F. DESIGN SIANOARCS WITH PRGFERLY AT17ACHSD RIGID :PILING -- SEE TOT.L0. 55 , 0 P S F 01 S. Great SOUth.e5t Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Pralrf e. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICIED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 00 (2141 660-3940 Iry ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CCNTRACTOP. -iPi TRESS-LATE INSTITUTE. NOS - 1991 NATIONAL CESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24" Z n Joo: (CX3704AIC--Centex Homes Inc 3704 A+C) / F25 19'4'8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00, TYP. ( 0 = ODD PANEL ) D + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO Li UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ry LO il 0 00 v Ln �--2 6 --) C5X5 _ 9 1"e -(- m 9' 1"8 - - -� C2X4 (R) CSX6 Q4X4 Q3X4 C X4 C2X4 QX4 Q4X4 C5X6 c5x5 T LO in X8 4X C X CVX4 C 3X4 C 3X 4X C5X8 1 19'4"8 -� C X6 OVER 2 SUPPORTS C2A R=1066# W=3"8 R=1066# W=3"8 PLT . TYP. - CLARY-V2 QRTT TPT F - - Rev 17 .2h SCALE = 0 .375 **IMPORTANT** CLARY OIViSION OF ALPINE WARN INGIRDss`s REDUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69696 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND CCAL ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 ,0 PSF DATE 03/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNED TOAS ARE MADE OF 20GA DALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 • 0 PSF DRW USR732 94087514 6k_$_of Alpine A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 P S F Ene.ne Irec orccuc<e. Inc TRUSS AND SUNLESS OTHERWISE- LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD SC LL By: CONNECTORS DER DRAWINGS 130. 150 6 /60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 55 . 0 P S F 1601 S. Great Southwest Pkwy. CONFORM "/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/9:) FOR SUGGESTED Grano Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY CF THIS D UR.FAC. 1 . 00 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CCNTRACTOR_ 111 !,{ I PI - ,PUSS PLATE INSTITUTE. NDS - 1991 NATIONAL GESIG.N SPECIFICATION FOR,-GOO CONSTRUCTION S FACING 2 4 0 1 J` Job: (CX3704AC--Centex Homes Inc 3704 A+C) / F25 19'4'8 SY42 GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. Ui RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN_ LOAD CONTINUOUS LOADS w CASE SIDE L-PLF R-PLF START END CLEAR PANEL LENGTH = 02-06-00, TYP. ( o = ODD PANEL ) ru 0 T 135.0 135.0 0,0 19.4 0 B 10.0 10.0 0.0 19.4 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH ID TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO b. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BE SUPPLIED BY ERECTION CONTRACTOR. o UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. m J CT1 Ln L 2.6„ _ _I_ C7X8 9' 1 W 8 �� _ 9' 1"8 C2)(4 (R 2X4 R X X 4X X 4X X C6 7X8 cn + LD 7X8 C6x6 C5 C4X4 C4X4 C cbxEi C7X 19-3-0 0 -8 C X8 C3) 8 19'4"8 - -� OVER 2 SUPPORTS R=1405# W=3"8 R=1405# W=3"8 DLT . TYP . - CLARY-V2 T TPI F( F - - Rev 17.2n SCALE = 0 .3750 **IMPORTANT** CLARY OIYISION OF ALPINE WARN INGT RUSSES REQUIRE EXTREME CARE TC LL 40 . O PSF REF 8732--69697 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 . 0 PSF DATE 03/2P/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BPACiNG RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATEO, TOP B C OL 5 . 0 P S F O R W USR732 94087515 Ocklc� a/ Ala Tne Aa46 GR 3 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enq,ereo>roa�cc+, int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 P S F BY: O L D CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANCARC9 WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 5 FJ . O P S F 1601 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE 47/1/911 FOR SUGGESTED Grand Pra,rle. TX 755051 SEAL ON 'H13 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS DUR.FAC, 1 . 00 (2141 660-3940 IN ONLY. AND SHALL NOT BE REL;90 UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CGNTRACTOR. /1 --*PI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPFCIFICATION FOR 0000 CONSTRUCTION SPACING S e e a b o v e �` JOB: (C13704Ar-!Centex Homes Inc 3704 A+C) / F6 7'0" SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 9Y TPUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00, TYP. ( 0 = ODD PANEL ) 7J NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. LJ nJ LO t, o Ln m �---2 10 8 1 3 2 10 8 -- C2XCJX�4 C3X4 C3X4 C X4 T T Lo io 3X4 X4 C 2 X4 C3X4 7' CPX,4 OVER 2 SUPPORTS C2X4 R=385# W=3"8 R=385# W=3"8 PLT . TYP . - CLARY-V2 N CRIT TPI Rev 17.2n SCALE =-O .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING TRUSSES REQUIRE EXTREME CARE TC LL 40 . 0 PSF REF 8732--69698 SHALL NOT Be RESPONSIBLE FOR IN HANDLING. ERECTION AND OLC' :111110M ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 . 0 PSF DA TE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5 0 PSF ORW 'JSR732 94087516 at Alpine A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Eng ineer ep Pnupuco.. c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 0 PSF By: 0 L D CONNECTORS PER DRAWINGS 130. 15O 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T O T.L D. 55 0 P S F 1801 S. Great SOu:h west Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/:/911 FOR SUGGESTED Grana Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF 7H23 OUR.FAC. 1 . 00 121") 660-39AO IN ONLY. ANO SHALL NOT BE RELIED UPON /N ANY OTHER WAY, DESIGN i0 THE TRUSS ERECTION CCNiRACiOR. TRUSS PLATE INSTITUTE. NGS - 1991.NATIONAL CESIGN SPECIFICATION FOR 1000 CONSTRUCTION SPACING 24 .0" e Job: (CX3704U--Centex HoMeS Inc CENTEX HOMES 3704 UPPER) / T38 15.2"8 FLAT GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 3Y TRUSS MFR, TOP CHORD 2x6 SP #1 Dense 2 Complete Trusses Required BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 : W2 2x6 SP #1 Dense: m NAILING SCHEDULE: (IOd_oox nails) m PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 Row @ " O.C. UPLIFT (LB) : .145n 1450 BOT CHORD: 1 ROW @ 166" o.c. v WEBS : 1 ROW @ 4" o.c. BRG.LOC (FT) : 0.00 14.83 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TRUSS DESIGNED FOR 100.00 MPH WIND, 16.92 FT ABOVE GROUND IN EACH ROW TO AVOID SPLITTING. ca WITH DEAD LOAD OF 7.00tPSF (TOP) AND 10.00 PSF (BOTTOM) . (i) i/2" Dolts MAY BE USED FOR 0 lOd_Dox nails ON 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. EITHER THE TOP OR BOTTOM CHORDS. co m NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. __4UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, Ln THIS GIRDER DESIGNED TO CARRY 19-08-00 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 17-04-00 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I H S610 c5X6 C2X4 c5X6 HS 1 03 i HS 10 C4X12 HS610 15'2"8 C X5 C3X �- - - - 1528 _ J OVER 2 SUPPORTS R=5123# W=3"8 R=5123# W=4"8 PLT. TYP. - CLARY-V2 N CRTT TPI FL/!/1/1/E/-/- Rev 17.21n SCALE = 0 .5000 **IMPORTANT** CLAAY DIVISION OF ALPINE WARNING,RUs`REG"' EXTREWE ,ARE TC LL 20 .O PSF REF 8732--69699 SHALL NOT BE RESPONSIBLE FOR N HANDLING, ERECTION AND CA v DEVIATION FRCM THIS OES:ON OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 P SF DATE 03/28/94 /-i r FAILURE TO BUILD THE TRL'53 IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MACE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP BC OL 10 .0 PSF OR W USR732 94^0'87517 A Qir to tan 1t AlP the A4,45PT 5 OR B EXCEAS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOPO SHALL BE LATERALLY BRACE) WITH PPCFER B C L L 0 0 PSF e Y 0 L D �!`^^-i :nq tneer ea Proaucts, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 120. 150 n 1160A-F. DESIGN STANOAPCS WITH PROPERLY ATTACHED RIGID CEI'-:NG -- SEE T 0 T.L O. 37 . 0 P C F 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS CF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTEC Grand Pralrle, TX 75051 SEAL ON THIS ORA,IING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF 'HIS OUR.FAC. 1 . 25 (2NLNOT 14) 660-3940 IN OY, ANO SHALL SE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR -iPi '.PUSS PLATE iNStITUTE. NOS - 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTCCN SPACING s e e a b o v e v Jo O: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T28 17'4" MSCI THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 390 380 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 17.33 Cn TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. w ti A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo 0 m V Ln SSA 15 02X4 C3X8 C4X5 C5X5 N M C3X5 a 4.5 6 p C3X6 (A1) a 17-4-0 0- 8 �- 17'7"8 OVER 2 SUPPORTS R=732# W=3"8 R=642# W=3"8 PLT. TYP . - CLARY-V2 OF-SIGN CRIT TPI F - - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--69700 SHALL NOT BE RESPONSIBLE FCR IN HANDLING. EFECTION AND A R Y DEVIATION FROM THIS OESIZN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 P S r DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE /NDICATEO. TOP BC OL 1 0 . 0 PSF DR W USR732 940875 18 0LACI w13Wr A1Pinn Aa46 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /'. En9� ."a--C:�. InC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 93TTOM CHORD B C LL 0 . 0 PSF BY: 0 L D CONNECTORS PER DRAWINGS 130, 150 S :60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE T 0 T.L D. 37 . 0 P S F 1801 S. Great SOUthWESL Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL LIPOATE !7/1/911 FOR SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 (214) 560-3940 iN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CCN T PACTOR. 1 --i PI TRUSS PLATE :INSTITUTE. NOS - ;991 NATIONAL CES:GN SPECIFICATION FOR -000 CONST-LCTION SPACING 2 4 D t q Jab: True Truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T33 19'8' Hip G1rb#rS l*2. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** X BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 1n : Rt Slider 2x4 SP #3: UPLIFT (L B) : 460 380 a BRG.LOC (FT) : 0.00 19.42 'i TRUSS DESIGNED FOR 100.00 MPH WIND. 19. 17 FT ABOVE GROUND w .SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1v 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. o Co A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. I MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 53 53 40 90 54 54 M2 m3 4 M / m!1 \ 1� m!3 mf m15 i M7 I ms \ m9 mio / F R" 10070 R� 14_90 4-3.50" it-3.00' o w W O1 I1 `I l 19 19 33 33 2p 20 o-0-0 6-110-13 I -1-4-13 5-0-0 19-8-0 C5X7 X6 (R) C6X5 (E 1) 2'so'3 6 C3X4 C3X6 (A 1) 5"8 X 2X8 C3X9X 5-0-0 1 10-8-0 4-0-0 -4- 19-8-0 OVER 2 SUPPORTS R=1459# W=3"8 R=1007# W=3" PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/i/i/E/-/- Rev^f17.2h SCALE 10042500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69701 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OLCA. of ARY DEVIATION FROM THIS OES:3N DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOP AGOITIONAL SPECIAL RERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94087519 wston Aipvne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Engineered a opucca. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0 .0 PSF BY: OLD/. L.is CONNECTORS PER OPAWINGS 130, 150 6 18DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 .0 PSF 1801 S. Great SOUtnWeSt PkWV. CONFORM W/APRL:DABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grantl Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS DUR.FAC. 1 .25 (21 4) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR •--iPI TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR 0000 CONSTRUCTION [SPACING SEE s Job: (CX3704U=-Centex Homes Inc CENTEX HOMES 3704 UPPER) / T32 19'8" Hip 7'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MPR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 In : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.67 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. fV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. D 0 Co J Ln IV O C5X5 (R) X5 (R) m 6 C3X4 m C3X8 (E3) C3X4 (Ai) IBI So a 4"3 C2X4 C3X4 C5X5 (E3) 7-0-0 _L -_ 6-8-0 - -- -- >1- 6-0-0 _I ` I OVER 2 SUPPORTS R=818# W=3"8 R=713# W=3" ALT. TYP. - CLARY-V2 N CRIT TP F7 /F/-/- Rev 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRu55E5 REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--69702 SMALL NOT BE aESPONSIBLE FOP IN HANDLING. ERECTION AND OLC-, ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 ,0 PSF DAT E 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY rpl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW 'JSR732 94087520 tv to ton at ♦lo the A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER r+ Eng tree Tec Pnc auu s. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM-HCRO BC LL 0 . 0 PSF BY: OLD /%,_%C, CONNECTORS PER DRAWINGS 130. 150 6 SEOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F 1601 S. Great SOU tI1We5t Pkwy. CONFORM W/APPLICABLE PROVISIONS CF NOS S TPI. AN ENGINEER S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (2111) 560-3940 IN ONLY, ANO SHALL Nor BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE 'RUSS ERECTtC.N CCNrPACTOR. -TF1 TRUSS PLATE INSTITUTE, NOS • 1391 NATIONAL DESIGN 9PECIFiC47I0N FOR wCOO CONSTRUCT;UN S PACING 2 4 0 lo: (Cx31'04U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T31 19'9" Hip 9'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. 3P CHORD 2x4 SP #2 N : T1 2x4 SP #2 Dense: PROVIDE UPLIFT CJNNE-1:ONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 In at Slider 2X4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 20. 17 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . J aUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lv !V A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LID 0 GO J U1 N C5X5 (R) C5X5 (R) T Ljj. m 0 6 Q C3 �X6 (E3) a'3 C3X4 (A 1) 10 C X4 C X4 I . C5X5 (E 3) L 9-0-0 I _ 2-8-0 I_ 8-0-0 1 198° _I OVER 2 SUPPORTS R=818# W=3"B R=713# W=3" -T. TYP. — CLARY—V2 N CRIT TPI Rev 17.2n SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING TRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--69703 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND ZLC, D ARY DEVIATION FROM THIS DESIGN OR THESE SSPECIFICATIONS. OR ANY BRACING. SEE H1B-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH G5TBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 94087521 ivi2la of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E19-eereu Prao t, tic TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D!'' 4 CONNECTORS PER DRAWINGS 130, 150 6 t60A-F. DESIGN STANDARDS WITH PRCPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F 01 S. Great $OUtT1WC5t Pkwy. CONFORM W/APPLICABLE PROYTSICNS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FCR SUGGESTED /� 3ran0 Pr31rle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.F A c. 1 . 25 l (2141 560-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TG THE TRUSS ERECTION CONTRACTOR. U --TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL CEiIGN SPECIFICATION FOR 4000 CONSTRUCTION SPACING 24 D ' Joo: (CX3704U a Centex Homes Inc CENTEX HOMES 3704 UPPER) / T30 19'8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 9Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIF`i CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 C: WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WINO, 20.51 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. W (V A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cp il 0 Co Ln N !U C4X4 cn C2X4 C2X4 cfl 6 C7 In C3X4 C3X8 (E3) 7-3 C3X4 (A1) 43 10 3 C3X8 I C5X5 (E3) Q 10-4-0 I - 9-4-0 OVER 2 SUPPORTS R=818# W=3"8 R=713# W=3" PLT. TYP.- CLARY-V2 R T TPI F1 /1/1/1/F/-/- Rev17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTPEME CARE TC LL 20 . 0 PSF REF 8732--69704 ,SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTICN AND OLCAO ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9t BY TPI. SEE THIS DESIGN TC DL /-7 . 0 PSF DATE 03/29/94 FAILURE i0 BUILD THE TRUSS LNCONFORMANCE WITH OSTB6 SY TPIFOR ADDITIONAL SPECIAL PERMANENT B;.ACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOiCATED. TOP BC DL 10 . 0 PSF ORW USR732 94087522 :'19W f AIDine A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH FROPER i Enq:.,_—...—t'. IWC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D 'r 61 CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 3 1801 S. Great SJUt.hWeSG Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEEP'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTEC TOT.T L D. 3 7 O P S C Grt D Pr d it ie. TX )5051 SEAL ON THIS CRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Tt (2141 660-3940 CUR.FAC. 1 . 25 :N CNL Y, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN iG THE )BUSS ERECTION CCNT-ACC OR. -TPI TRUSS PLATE INSTITUTE. NCS - 1991 NATIONAL DESIGN SPEC:F?CATION FOR WOOD CONSTPUCT:C.N SPACING 24 .0 e Job: True Truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T34 5' End Jack GWt%rt1HG. PREPARED FRAM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 636.31# REACTION AT RIGHT END. x BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 200 260 D BRG.LOC (FT) : 0.00 4.75 �+ TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WIND, 19.17 FT ABOVE GROUND W WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . Iv THIS GIRDER DESIGNED Tfl CARRY 12-08-00 FRAMING TC/8C SPLIT 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER 0 SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24+ O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m J US IU W C2X3 6 � � O fU C3X4 (A1) –r- 4'3 4'3 5' C2XD OVER 2 SUPPORTS R=720# W=3"8 R=636# W=3" Seq: 10932 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/i/1/E/-/- Rev 17.2h SCALE - 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INl7RUSBES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69705 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND C L A R Y DEVIATIDN FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE :NDICATEO. TOP 8C OL 10 .0 PSF CAW USP732 94087523 A Otr to ton.1 AID— A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER l! Enp t.............. .. TRUSS Alm UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD B C L L O O PSF B Y OLD , CONNECTORS PER DRAWINGS 130. 130 6 IBOA-F. DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGID CEILING --SEE T O T L D. 37 .0 PSF 1801 S. Great SOUtnwest Pkwy . CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 Fan SUGGESTED Grana Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 SHA IN ONLY. NO LL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. + A --iPt tnu55 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIE LLA fiON FOR W000 CONSTRUCTION SPACING S E E ABOVE ,1ao: (Cx3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T36 13'8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 240 240 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13.38 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Ii fV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to 0 00 v 1n fV In C4X4 M Cn 6 p M TC2X4 (A1) C2X4 (A1) e3 X4 6-10-0 �� 6-10-0 OVER 2 SUPPORTS R=581# W=3"8 R=581# W=3"8 PLT . TYP.- CLARY-V2 OE-SIGN CRIT TPT Fi F - - Rev 20 . 0 717. h SCALE = 0 .3750 C **IMPORTANT** CLARY DIVISION OF AL?INE WARN INGTPUSSES REQUIRE EXTREME CARE TC LL O . 0 PSF REF 8732--6.9707 SHALL NOT BE PESPONS I3LE FCP IN HANDLING. ERECTION AND OLCA ..-- ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 03l2B/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BPAC:NG RE CLARY CONNECTORS ARE .MADE OF 20GA QALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 1 0 . 0 PSF DRW IJSR732 94097525 of AID— AA46 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER is r E nq�neerea Pr oeucc�, 2nc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P03ITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 P S F BY: 0 L D CONNECTORS PEP DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE:LING -- SEE T 0 T.L D. 37 . 0 F S F 1801 S. Greei SOULhweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS F. TPI. AN ENGINEER'S TECHNICAL UPDATE O/1/911 FOR SUGGESTED GrenO Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEF::TED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS OUR.FAC. 1 . 25 f2 i4� 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPt - i?u5S PLATE INSTITUTE. NOS • :991 •AGONAL DESir.N SPECIF:CATION FOR WCOO CONSTRL'C T:ON SPACING 24 .0 A. Joo: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T35 12"8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIF,' CONNECTIONS AT BEARINGS AS TNOICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 C: WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.42 : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v SPECIAL CONNECTION/HANGER FOR 47B. 10# REACTION AT LEFT END. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. LAI v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO 0 m J Ln v C4X4 CD m C3X4 C3X8 (E3) C2X4 (A1) T -73 10"3 C2X4 6-10-0 5-10-0 C5X5 (E3 �- 12'8" OVER 2 SUPPORTS R=478# W=3" R=459# W=3" PLT . TYP. - CLARY-V2 N CRIT TPI Fi - - Rev 17.2h SCALE = 0 .5 00 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REGUiPE EXTPEME CARE TC LL 20 . 0 PSF REF 8732--69708 SHALL NOT BE FESPONSIBLE FOR IN HANDLING. ERECTION AND 0Lc, :--on ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 2OGA GALV, STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 .0 PSF ORW USP732 94087526 .r Alpine AA46 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER B C L L 0 . 0 PSF e Y= 0 L D /.�^- Enqi......Pr..uc[., inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PS F 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Gr a nD Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 A 1214) 660-3940 IN CNL T, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -- ('\ TPI - TRUSS PLATE INSTITUTE. .NOS - 1991 NATIONAL CESIGN SPECIFICATION FOR WOOD CGNSTPUCTIDN SPACING 24.0" , ` CITY OF 4&444.0 Office of Building Official REQUEST FOR INSPECION Date P mit Y.2 3-....-_ Time A Received 7Q 7�0 Job Add ess a ity Owner's 47 Owner's 4N,me Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL r- El Footing ❑ Rough Wiring E, Rough E: Air Cond.& Re Rooting El Slab Temp,Pole E, Top Out D Heating Insulation E, Lintel D i Final E❑i Sewer 7 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday 41 17, A.M. Inspection Made 771— P.M. Inspector Z Final InspeloemN, Certificat4ot occupancy F--, Date rlll� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 RMIt INFbltTltN -T _ IOA "MOON'tiFOR#1171�t3N �._.. 1 Permit Number: 22436 Address: 1670 LINKSIDE COURT NORTH Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lottsj:126 Block: 2 Section: Square Feet: Subdivision: Est. Value: Parcel Number Improv. Cost: 4,585.00 SFO Date Issued: 8/01/2001 Name: JOHN & BARBARA HOWARD Total Fees: 53.00 Address: 1670 LINKSIDE COURT NORTH Amount Paid: 53.00 ATLANTIC BEACH, FL 32233 _ Date Paid: 8/01/2001 Phone; (904)246-5327 k- Work Desc: VINYL SOFFIT& FASCIA- � CATI IV I=EES: W W CRITES INC ERMIT 53.00 Ni Y +d A ri� a A NOTICE INSPEC ST 8E RESEl3 AT LEAST 24 HOURS PRIER TO INSPECTION — BUILDING MATERIARUBBIS!-1 �iDEBRIS FROM THIS WORK MUST NOT BE AGED IN f IJBLIG SPACE,AND n` MUST BE CLEARED UP AND HA AWAY BY 1=1THER CONTRACTOR OR ON&AER I "FAILURE TO COMkN,,WITH T CONSTRUCTION"LIEN OAN RES TIN THE PROPERTY OWNER PANG -, VEIITS"�`." ISSUED ACCORDING TO APPRO --P1 Ic R FR F AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR VAO4 - �L $53.I6 14 AT NTIC CH BUILDING DEPT. Bates 8/96/91 81 Receipt: 8871926 QFCKS, �_.__. 991899832P1998 9 CITY OF ATLANTIC BEACH "_? 1 PERMIT APPLICATION REMODEL, ADDITIONf ity of Atlanl R TIONS MOVING, Seam DEMOLITIONS Building &W Zonjn$ 1 Owner(s) : L, 26 Ar A 1 _4a jr? Ce 30/ Job Address: wo L(jK,SStEC*_ Phone: Lot # Block or Unit # 0 Subdivision: �--GL VL! L1,NKSIDf--- n?- Contractor: Q-O- 0. I, �'(�ES0��G.. State License Address: L(00(p C j-UNt(3ja 1,4�K >�, Phone No: o�(O9- d-9-j State Zip Codey� I Describe work to be done: )J&)l,,'.. Present use of building: Z,Q16E-�.('�a.� Valuation of Proposed Construction: 1 Proposed use: A P PROVE O CITY. OF A I�Hi'lu EACH Is this an addition?�_ If yes, what are the dimensions of th�1h$ �l space: ft. X ft. Will the added area be heated and cl 20011 cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC?_ SUBMIT TREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND 0 OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. f ! t Signature OWNER. Date: 7/;tr. OI /2�/—Cca r Signature CONTRACT y Date: / AS TO OWNER: Sworn to and subscribes before m t is3 day of Martha B-.CI NOTARY PUBLIC s;r ; . MY COMMISSION#CC714063 EXPIRES AS TO CONTRACTOR: April 14 2002 BONDEDTHRUTROYF INSURANCk INC Sworn to and subscribed before me thisday of Gb NOTARY PUBLIC ;'it. •Ilk. Martha B.Crites MY COMMISSION#CC714063 EXPIRES April 18,2002 BONDED THOU TROY FAIN INSURANCE,INC - s 5 MIN. RETURN PHONE ._._. Nr.>rrr'r r�r c c1n�,vrNcr,t�t�vQok 10087 Rage"888 1*0 whotn it rnny concetn; The undersigned henet+y Ittfatnts yon (flat Improvements will be made to certain Zeal pt petty,and In accordance wilt Section 113.13 of the Florida Statutes,fist following Infortnntiom is staled in this 1.101-IC:E OF COIAhICNC[lviEN F. Description of elk Lienrtaf desctil+tion of bnproveutet+ls iNtr _ Uwnes W Owner's inter est in site of the Inrptovenett Fee Simple f Itfe haidet(if other than Nance Address Q(4 Contractor Y40 Address Snrefy(if any) Address Amount of bond Name and address of any person rnakhtg a loan for the construction of the improvements. Nantt: Address Natue of person within the Stale of Florida, other than himself, designated by owner upon whant notices or other documents may be served: Name ,n _-- -- — _ _ - -----_—_—.._— --— --- — — ----- in addition to hirnseif, owner designates the followhtg person to receive a copy of the Llenot's Notice as provided in Section 113.06(2)(b),F orida Statutes. (17-11)in at Owner's option). Marne Ad(h ess !J If1S SPACE FOR RECORDER'S USC ONLY ((f Ownet Swan to anJ subscf J hefote rite(iris_ �i ►�r�� pRp�OO Noirrry Pul�iic Martha B.Crites MY COMMISSION/CC714063 EXPIRES g n: Apr1i 14 2002 MMM �+1 C71 IJt W W $ v1 • 3:93 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION = LOCATION `INFORMATION Permit Number: 19538 Address: 1670 LINKSIDE COURT NORTH Permit Type: WELL ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: 9,255.00 Parcel Number: Improv. Cost: OWNER.IN15 TION ' Date Issued: 2/01/2000 Name: HOWARD, BARBARA Total Fees: 10.00 Address: 1670 LINKSIDE COURT NORTH Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/01/2000 Phone: 000)000-0000 Work Desc: SHALLOW WELL FOR IRRIGATION PURPOSES CONTRA Sr ti aFf_ES— RAY PRUITT SHALLOW WELLS AND IRR PERMIT 10.00 spectionyR. Yued` 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 TIC BEACH bUILDING DEPT. Epi+�]�iO3Sk° CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT'INFORMATIOIY LOCATt0f%INFORMATION: , Permit Number: 19537 Address: 1670 LINKSIDE COURT NORTH Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: 9,255.00 Parcel Number: Improv. Cost: OIRIWNERt:IN>iORMA`1IIONr . Date Issued: 2/01/2000 Name: HOWARD, BARBARA Total Fees: 25.00 Address: 1670 LINKSIDE COURT NORTH Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/01/2000 Phone: (000)000-0000 Work Desc: IRRIGATION SYSTEM CONTRA► 12��.` °�. - `�° , , �` _� �:� N F RAY PRUITT SHALLOW WELLS AND IRR PERMIT 25.00 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. $25.Qe 14 ATLANTIC BEACH B ILDING DEPT. '#'` ;rK FFE $10.nO APPLICATION FOR WELL PERMIT CITY OF ATLANTIC BEACH FROPERTY OtdIER name: u ��k Dray Phcne--Z -�5 3—� Addresst- 1 6n U Zip 2'2 3 APPLICANT IF 9IHER THAN OWNER Name: Ct r In S �U"v, e r d �-v , Day Phone 6c, Address: �a �r 1 Zip ?,--Z! JOB Address or Location: 4X' Legal Description: e,� �� S'k UC 4 (AtA Z. r/� Is well to be used for drinking purposes? A) Zn" � Any person, individual, corporation 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, must first obtain a bacteriological test report from 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 ccnmly with regulations stated herein: Signa e Date CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: � Llo f��h�S' �� "J N) 4� OWNER OF PROPERTY: b TELEPHONE PLUMBING CONTRACTOR Y\ CONTRACTOR' S ADDRESS : 00y STATE LICENSE NUMBER: [-C�3 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE IQ V-\ OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDINt7 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-55M-FAX: 247-5877 PERMIT INFORMATION' " LOCATION INFORMATION Permit Number: 18233 Address: 1670 LINKSIDE COURT NORTH Permit Type: SIRING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: 9,255.00 Parcel Number: Improv. Cost: 9,255.00 OWNER INFORMATION Date Issued: 5/19/1999 Name: HOWARD, BARBARA Total Fees: 60.00 Address: 1670 LINKSIDE COURT NORTH Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/19/1999 Phone: (000)000-0000 Work Desc: VINYL SIDING C4f4TRAETOR S APPLICATION:F>;ES FRANK WISNISKI PERMIT 60.00 I I ns ctloris R uIred 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. -�� $68.88 14' C,— Date: 5/19/99 81 Receipt: 8858168 ATLANTIC BEACH BUILDING D 88 08883221888 3456 A HP OfficeJet Fax Log Report Personal Printer/Fax/Copier May-20-99 03:00 PM Identification Result Paces Tvve Date Time Duration Diagnostic 93995516 OK 01 Sent May-20 02:59P 00:00:41 002586030022 gen CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PI=Ri4IIT II' FORMATION LOCATION INFORNlATI01tI Permit Number. 18233 Address: 1670 LINKSIDE COURT NORTH Permit Type: SIDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: 9,255.00 Parcel Number: Improv. Cost: 9,255.00 OWI ER INFORNATtO Date Issued: ' 5/19/1999 Name: HOWARD, BARBARA Total Fees: 60.00 Address: 1670 LINKSIDE COURT NORTH Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/19/1999 Phone: (000)000-0000 Work Desc: VINYL SIDING C011(TRATfl.: S FEES FRANK WISNISKI PERMIT 60.00 anspqdtiads R ttire�d 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. $68.88 14 ATLANTIC BEACH BUILDING D _ pDIEGKB 5 19/99 81 Receipt: ��1345 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) : 4 ` -Y Address Phone: Lot # Block or Unit Subdivision: Contractor , State License # Address: Phone City L �,��UC�� St to Z Zip Code- Describe work to be done: / Present use of building: Valuation of PrgCod Construction: Proposed use: Is this an addition?—'N.0 If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled. ��"`� New electrical (or increase) ? New plumbing fixtures? New fireplace. Neew .1Leat/AC? SUBMIT 77n= (COMTRCIAL) TWO (RESIDENTIAL) COIWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CO"ENCM4ENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature C 10Z .99 Sworn to and subscribed before me this -_- day of 19 Nd Alf PUBLIC STATE—OF FLORIDA AT LARGE Sears Siding &Windows Si��►F1fS r��n �� License No.CB C039161 Siding&Windows Job No.: P.O.Box 5222901 Longwood,FL 32752-2290 \ Siding D CHARLOTTE D MEMPHIS ❑ORLANDO E3904 ( )478.1535 MIAMI �+, D PENSACOLA (704)357-9377 (901)547-1351 t�la (407)767-0990 (561)586-0671 M!1 0 NEW ORLEANS(504)734-8011 ❑ATLANTA � ! ❑LOUISVILLE []HOUSTON JACKSONVILLE 502 491-1810 (713)697-7771 (904)399-5540 (770)921-1412 �� ( ) ❑DALLAS ❑JACKSON ❑TAMPA D GREENSBORO [3 KNOXVILLE 214 350-4403 (601)853-6867 (910)272-5267 (423)675-6373 ( ) (813)621-9774 ❑TULSA [I COLUMBIA [I NASHVILLE D (210)829-7868 BIRMINGHAM ❑SAN ANTONIO (918)610-8131 (803)330-9948 (615)254-5959 v (205)733-9088 13 Phone: Res.CADR'Nb"S" ."f Bus. Name: Ci n 1 Cl9(1yf�l\P� St.ith Sears Siding & Windows :�_Zip: Address: City: I/We, the owners of the premises described below, hereinafter referred to as "Purchaser' offer to contract w hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation of all materials necessary to improve the premises located at: (Street) (City)�1 V (state) (zip) According to the following specifications: SPECIFICATIONS NOT INCLUDED INCLUDED PREPARATION: 1. ® ❑ Obtain all necessary permits and insurances. 2. ® ❑ Inspect surfaces in work area-renaii loose wood,replace rotten surface wood where necessary in work area excluding roof,decking or rafters,and structural members. 3. ❑ (� Remove Existing siding: Type: •— 4, Fir out walls on brick,block,metal or stucco areas:Location: � 5. Caulk and seal around all windows&doors in work area as necessary. 6. Install approved non-corrosive starter strip. INSULATION: 7. LJ El Install insulation on flatwall areas to be sided wit "3/ ""1/4"extruded poly styrene insulation. t.i 1sTOM TRIM: 8. ❑ Custom Vyna-K!adAluminum fascia system: Color: g. [[]� ❑ Remove and Batt /dispose of existing guttering. 10. ❑ ( Cover soffit areas of home with vinyl soffit system,except those areas noted below. Color: Pattern: 11. ❑ U�' Custo na-Klad aluminum frieze boards: Location –� Color: Size: 12, [� ❑ Jumpfindow trim: Location: Color: 13. ❑ i Custom wrap windows/sills/mulls/headers with Vyna-Klad aluminum: Color: 14, ❑ Remove and reinstall existing storm windows/awnings/shutters. 15. ❑ Custom wrap door facings with Vyna-Klad aluminum: Location: Color: 16. ❑ Custom wrap garage door single/double with Vyna-Klad aluminum: Color: 17. ❑ E Remove and reinstall storm doors. t 18, (��// ElDeluxe corner posts: Color: 19. ('S ❑ ALCLIP locking system: Al Loc tion: SIDING: 20. L'S ❑ Install S-1000emium Solid vinyl siding. TYPE orizon ertical STYL COLOR: PORCH 21. ❑ LtY Porch ceilings: Location: Color: SYSTEMS: 22. ❑ L—�'/ Porch posts: Color: 23. ❑ Ly' Porch beams: Color: CLEAN UP: 24. ® ❑ Clean up and removal of all job related debris: 25. ® ❑ Each job is over-shipped to avoid delays.Remove excess materials and re-stock. WARRANTIES: 26. ❑ Mail customer warranty after satisfactory completion. SPECIAL ITEMS: IL Wor not Wo done: NO DRIP EQQk COVER O PAINT APPLIED it L 00 / -- IX �TE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND I/WE UNDERSTAND E VFULLY. ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON REVERSE SIDE AND ARE PART OF THIS CONTRACT. X Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agre is must be set forth In writing in this Contract. Purchaser Initials: X I The TOTAL PRICE for all Labor&Materials(including any applicable discounts)is $ CA IQ SS Down Payment $ i Balance Pa ble $ C�56 Amount: T.-. f`—lif F-1 mi ihiart to tho annrnval of tha Crarlit 1)anartmantl CITY OF j�ip ��ee� - �GrKdet M SKMONOLE ROAD 9O r1wM OM Wn" Rx AM WSM6 MOTIC� TO: hater Department FROM: Building Department DATE: "' _ 40;;'-) 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 Humber Address 7 6o C (: ,7/ e Building Department Terttftrate of OrrupanrV (fitg of Atlantic Ntac4 — Nloxiba Department of Nutlbrng Inopation This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification = �. r `_', E ''s_cic z Bldg. Permit No. > Group Type Construction Fire District Owner of Building ;Address �� Bull di Address ib7` _7c •': ti-Locality w�cu'.., Building Official Date: POST IN A CONSPICUOUS PLACE r CITY OF V,73�, tl . / - Office'f Building Official. REQUEST FOR INSPECTION J �' Date _ Permit No. Time A.M. Received Jo A dress Locality Owner's Contractor BUIL INCA CONCRETE ELECTRICAL !PL!UMg'iN G MECHANIC mg _ Footing Rough Wiring Re Roofing Siab Temp Pole :-: Top Out _ Heating Insulation - Lintel = Final - Sewer " Fire Place r Pre Fab READY FOR INSPECTION ^^~ A.M. Mon. Tues. Wed. Thurs. Friday P.M. (.� A.M. nsl,ection.INdlade Fi Certificate of Occupancy Date ____ 4 • OF ADDITIONS or CORRECTIONS D• 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 �,IjPtRui��iT Y L,l/ifT</F /AC- $ 00 F �1i'S�,r �T/® •y $15.00 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 of approve the installation. After additions or corrections have been made, call 247-5826, Building,Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG CITY OF - l Offide of Building Official REQUEST FOR INSPECTION S�7/ DateI �/' �Jf— Permit No. Time r /` A.M. Received j�J P.M. Job Address Locality Owner's 'j — Name Contractor BUILDING ' CONCRETE LEC PLU1�19tfVG MECHATiMAL Framing Footing R..OW C' " Air o Re Roofing Slab Temp Pole Top Heating insulation Lintel Final Sewer _ Fire Place Pre Fab READY Y FOaINSPECTION A.PA. i'Aon. Tues. ' 4_Ved�/' Thurs. Friday P.M. A inspection Made n pectoi Fi Cert ifcateOca 7( �e OsS��l/lvwr h' X/Se /'04-- Dace r� _ PORTANT MESSAGE ol FOR DAT r P, M � OF ' PHC1C�[.1 PHONE "� pQtJRCL. AREI�- D fV BER EXTENSION MESS ! / l U. SIGNED TOPSI FORM 4006 FEE 24 195 10:09 CLARSON 094 P02' MAP SHOWING BOUNDARY SURVEY OF LOT IM BLOCK AS SHOWN ON MAP OF SZZ V,*! t Wi�t'SAOR YAI/T ,Ig AS RECORDED IN PLAT BOOK �� PAGES e►r'elsB OF THE CURRENT PUBUC RECORDS OF DUVAL CO., FLA. FOR: r',�MrM HOMES eORA NOTE- BEAIMNGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 4,to'47'to" L/NK.SIO� CN= 9.oz, COURT • 9.07' ,•4 / 7.�"✓.F.A. /VO/�TT/� ��• �Asen.ENr • M yj • 6 .s� 7. wn p NO'34 ;Z b i/�V�I�J iYOaii�latY</M.4lJ 7�Q�- f� 2 h 4 2 STORY f,0• �J ;� �i" 1.Pir�r� .f�►�.N� ti O �1 es V. h n �avh 41 b 4 arvoMFT6 O � �a 0 h Al 0 ?54'-00',X1 s: :E, 2 41995 w 09-14 P02, MAP SHOWING BOUNDARY SURVEY OF LOT 12d___ BLOCK AS SHOWN ON MAP OF .SE 1.V,4 1, /A M(S WR UA//7* Z nE4PAGES( RED N PEAT BOO7 OJ'5�-Asg OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLX f�_- K FOR: a WNQS SH' W 6A N HEREON ARE BASED ON THE ABOVE M ib PLAT, J;Zo!47-/0' L INKSWE CR- 5. 02* couR7* 1154?14 41 Wiq: ,.x-1/",,a. ,4, 9.07 IV OR 77# NO 7_4 i v ks 00-Av qv r 15-,fA yes C01V4ALE-le iq 2 4 199 Al 0 �3400W 11 t I Gil.' Of �.g ON #� f.Yf r' � � �i 'i B�I,altlSp��,01`► �`j 04�jG f Gond'& Qa�ee d ! � Or �M�;Np Heav;n9 5'eG°,ve �� h = FaePibe R l 30 O`Nnei s l NpR�'�� SemP F4 � Friday Gp Fina\ �pi3 me NaV��p1�G F 13p 9 �-' p�k 1t��P� 'Shins F�e,00t,n9 - Ned' i lt,. na\nSP'`;o JJUPan y J/ Y°e5 ' OerV,'\cate date l--� \nsP00tton wd, est°r ,;,sP DATE• PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 5 yZZZ- --------------- -----------------------------------------------i i ------ -------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, / t BUILDING INSPECTION DIVISION cc:FILE Of Ate` 0'gts;�dtn9 a NSP l� Nf-p.VEsl F p pettntk Gate`'— G Ptt�ot~d ✓, zam Q`Vea � GpPttact0t P�Mg1N �, Neat`P ace Rec ,ob�dte E� �P�� POP out Fete dab AM. h vjttitt9 met ESE Po°0 poke finer s/ co Sett'P FitdaY ''— G A• D toVolk 8U`ootln9 lintel 4� �'Ned. 0 P�tal�on ju8s f (�, FCilcate of occupanc^i J Mot`. Made tnsDecuon .. �.sDeCtot CIT4 OF 4&aa& B -14u-k �; l F Office of Building Official Ir REQUEST FOR INSPECTION 31 3e Date t �"' Permit NI , Time A.M. Received P.M. G ?0 1� Job Address Locality Owner's Name �JGemfr BUILDi CONCRETE LUMB NI L Framing G Footing ❑ Rough Wiring ?1--Rough ❑ Air Coad.& Re Roofing LM Slab ❑ Temp Pole ■ Top Out Heating Insulation D Lintel Cl Final U Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. we Thurs. Friday RM. J A.M. Inspection Made PM, inspector.__________._ _. Final Inspection 0 j Certificate of Occupancy L f'��„,Qy'/ �,C.�/✓ Date OF ADDITIONS or • " • ) • 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 /?•erg� T®o/��lla�;5'i r,�� $15.00 REINSPECT FEE Jar- 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 of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Saws i(Azb=a* mmpdxmxof3cxhdtio V= d Please update your records accordingly. �Th��''''yQu UI&Z CLERK CITY OF ATLANTIC BEACH /vcb t _ t CITY OF �/ ri�f4oske Q�-Qo" Office of Building Official REQUEST FOR INSPECTION Date ` Permit No. ! ` Time � Received �C .M. I Job Address' Locality 1 ? Owner's Name �� -"-�- � Contract BUILDING CONCRETE ELECTRICAL PLUbIBFNf#-'—') MECHANICAL Framing _ Footing Rough Wiring Air Cond. & Re Roofing _ Slab Temp Pole - Top Out Heating Insulation - Lintel Final = Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed Thurs. Friday JP.M. A,M. Inspection Made k1spector _ -�--z- ._ _ Final Inspection _ Certificate of Occupancy Date -- — --—- JAN — 4 — 9 5 WED 9 2 9 T FZ U E T FZ U S S FROM 7RU". 1ii1'ii MACMILLAN ' TAMPA ENOINEFRINn Ai . A`. 1995 16141 � 199 Building ar►d-&ft-o< 10-24-1994 rra 81. z ;L rich' ( 'IrM ) pave 1 of 1 02;33108 v4.30 an;114085112 �1AST.RieIB1111 TRUE aOIST MACHI LLAN 601; BUMS ROAD, SUITA 101.1 TWA, n 33634 Mona; 813-886-3340 TRUI TRUSS, INC. N�rNN1..■r.-..■w......INNrNw1.'q.pRw�w��NM'r UN1It��r.o�YwwNM.A.......0#�MNOMOIIYY....wwr�NNWNMNM.UYYYYYY...Mw�o......r..••�w.NONY Nara; QLYN R. 800N&, A.1;1 PL 143580 Project HAV41 CENTIX 30710 Bw FOR Paolo Page Title: FLOOR BEAM 8agad on Allowable Stress ign (18X1) N8p boildlhq code for Custou TJK prActs .Y...wpwwYN}MNMIIN....Y.oNwNY .+..Mw�w.IM�MYN��NIi�NNMNYrrNM.rYWMWN�.1.M.w.b............ON.r..w�----------..■».. Application................. .oof Deflection criteria NOKota use................. BW Load Classification........ of LL Dell fL Detl He" Top Slops(in/ft)". 0.000 Load 1D=u nation Factor...,,.. .36 Span i L/360 L/240 Root sloppe(bjtt)......... 0.000 Liiv'/a� M/M�My1M�(�� }.��..944 6.1 6 1 R,0 floor* DDVMMro oo�,y,.p,.,......9 4 N/A Dead LOad(pef)11..,....,.111 $10 f RepeMitive 'sib ��e,•.,..1 I/A Partition WOW) obo " Reinforced Ovorbao9s........ Ill Tributary Width(j1i...• 1w i.00 LOAD; Class LDF Begln End Livo Load Dood Load cosnent 1 Unif(plf) Floor 1.00 ".'01- 0.001 11'w 0.001 268 100 Repl P20 WADING 2 Oaif(plf) floor 1.00 V- 0.001 Ill- 0.00" 0 60 Repl NALL LOADING 3 Unif(plf) Roof 1.28 '01- 0,001 ll'• 0.00" ISO 135 18p1 x18 WADINO 3,.5" 3C IV hnral.laam(R) ES PSL 2.011 0,00" ^ ( •►w�.........--.w......�....4NN.wwwM..MwrwN � i $ � �, N � L { $ • � " A d D �wN......ww.w.w..www�NN..NN««.......■..r.Y IWORTAxT1 The analysis Oreseated below la output fro% sattware developed by Trus joist ttacNllla(Tis). Allowable product values, storm er4by , 0ordaboa with Durrant lig eaterials and code aocepted�desl9n valt:es. TU b9heoring has verified the mall sie� e d b MOM andlust be verified and approved for the specific applicationdo gn proteSsional for the project. 04%t�& Q'-rrJP'~rrQL%' TA c. Naxivul sUsign Aliovable control Shaar(lb) 4030 2031 < 15225 8201 RT. end Span i under Roof loading Solent(ft.-lb) 11081 ;' 11081 < 84579 4931 IIID Span i Under Roof loading Live DOM(in) 0.052 < 0,167 L/999f 14x0 $pan 1 underc Root-loading Total Def 1.(In) 0.091 < 0.630 L/990+ IIID $pan l under 1Zoof loading ^ $paA l A ��►i46 Pill- -%Max. Reaction Total(lb) 4030 - Not � Live(lb) 1:(2299{R11x3) .25) Required 8rg, Length(h) 2.1(91) 2.71(M) Nat. UnbracW WhIth(in) 640 A„ Copyright (a) 1994 by xrw Jin ... t 1Ia0millan, a li>vited partnership, Boise, IdaCro. -- - .--- --A-- -----� • 4 — 1 _5 W E D 3 2 2 T R U E T R U S S P - 0 am l.�tly 1GS►t7t✓ ' 7 porata Headquarters ,'l1$p1 lI1dLIIsliry'Drive lot',1dlli.32218 t (80 '874-0335 j' :>,;`• i' Y ✓�/(tG�II.� �y� t '��,.�r �,. '` ww(yyL) llWv:�.ph•�,1r�/�Im7,'''y�1rl,h.a:,k,f e'+�yN �Ayy :r •. Iw` "•.`� Nn.. '!, '�r�rEW 1 .' IQt11 .rY�t�'�QLLI'VYL!""�� + A M.*. •. Mr /'M> IL)•u4' L: ,k NWnLrC4Sfa'dx 3A# GIRDER 'HANGER Deslgn Features. • Rugged support design allows for maximum load values where added strength is primary requirement. Materials: 14 gauge galvanized steel Loads: 1881 .6982 lbs, 1w 1�' a t;i�ilr'i rr� . 1. C �9.LE I.dAr�B •n r PER � ern g , ,.y,.,. gudr ing t 88 N R IAL; WAX. WIND CTN 151` .I� IGy�N LOAD UPLIFT 2X8(2) 0Kp D 14 3118 5114 3114 20•i8d 8.784 2940 3816 1887 4 a 6912 2092 4 .. I r NP2100 14 31/8 0 3114 38•t4d 18.18d 5588 INSTALLATION; — .. 8982 295a a 2X10 2 Q _.. .. ......... pN; Use all specified festonora In szhoduls to achieve voivaa Indicated, SE4 GENERAL NOTES: 1,2,3,4,5,6 CODE COMPLIANCE: $,a•C.C.1. $8188.METRO DADE COUNTY REPORT 092-0830,3 HEAVY DUTY GIRDER HANGER I Design Features: • Rugged support design allows for maximum load values where 3112, added strength Is primary requirement, + Carriage bolts aro 3-1/2"diameter bolts by 5.1/2"long with rt t » single shear normal design load of 240 lbs, Materials. 14 gauge galvanized stool �f�N y»" •'.'y Loads: 1881 J w r ` s;-'N.G6D'.5M10�(;,rtTW�;p' '7, . 41 $1$~ %i^L,�dLtq.;aO4' WA''' ;BLE LOADS PER R r U NORMAL WINDr•f CTN LOAD ■PLIFT 5114 3114 *Rod4 8.185208 8910 4 SE 2x8(Z) GHP21i0 Sa 3118 1/21 bolo-7• , 21142�.n,!,� "ww;�,;rk;. ,�;, yrk" ;�. +�xr 1I,.,y;,•,I 2 b �8r 18d 608 8510 t �I 2X10(2) GHP21OHD 14 3118 9 31/4 30.20d+3 8•tod 6208 8510 16eti 112"bolls I i, rGHPHD - INSTALLATION: use all specified fasteners In schedule to nshievo values Indiontod. SEE GENERAL NOTES:1,2,3.4.8,0 CODE COMPLIANCE: S.e,C.C.I. 00166,METRO DADE COUNTY REPORT-092.0830.3 TOE NAILED G1 DER HANGER (HEAVY DUTY TRUSS HANGER) Design Features: • For higher loads and(anger double girder truss spans. Wide header flanges for easter nailing using standard 16d Waits. Materiels: 14 gauge galvanized steel K2, ' :� ,. Laads: 1445.7530 lbs, EER" ALLOWABLE LOADS j " N' ;'� q; rl w,. FAS" N W , ;'I ,II k; .s' f .". iMENS1QN8 lF 1' , i s+ '',w: m'.iy;r tttr;:'i' +@'."" &CHEpU E i NAILS ONLY PER b,'�'I,IJ.I,A O,�N�lY.1 �•'.,r AVas 'r 1 ' ' ' ' .{�y� : .� air' ''' �! WIN:) CYN y �y r. Wrt i r I .( !'i'r7,'•'�I ,, �}, �' '� :rv't�iw�.N�"':r�S',i '!Ji' �W,•ty ;pHty, " 100% 16•/ e 1256UPLIFT "iM'Ili'?,I�t'tp,�+1V'd�;aiil'F7RIi;ii�! ��hU••!' 2X8.10.12(2) YHDH-28.2 14 31/8 7 13114 36,10 L 1a18d 6025 6930 7530 taa5 -4 ,• ;r �' i00TN0T8: UpliftLoads have bean Increased 80%for wind, INSTALLATION: Use 10 ailb Ipntoljois tmowt be We noAad Into header at oplenam In schedule to achieve values";otcd. proximotoly 300 to joist, SEE GENERAL NOTES: 8,9 Y r CODE COMPLIANCE: Enpinoon sealed approvel available upon rogues. ��tt CITY OF s'�&K4-c B"s � Office of Building Official REQUEST FOR INSPECTION f � 4 Date _ _ Permit No. Time A.M. Received __. ___RM. Job Address Locality Owner's Name _._._.._.__ Contractors BUILDING CONCRETE ELECTRICALMBING } MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough y Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab _ READY FOR INSPECTION A.M. Mon, Tue J Wed. Thurs. Friday PM. A.M. Inspection Made Inspector ` Final inspection ❑ Certificate of Occupancy❑ Date //��// c // __ �. CITY OF Office of Building Official r` l,REQUEST FOR INSPECTION Date .- Permit No. � Time ` Received Job ret.___-,-... lity / Owner's Name ......... Contractor BUILDING C—L ELECTRICAL PLUMBING MECHANICAL Framing Rough Wiring ❑ Rough E, Air Cond.& ] E Re Roofing 0 Slab Temp Pole Cl Top Out C Heating Insulation G, Lintel Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION �.../ Tues. Wed. Thurs, Friday P.M. A,M. Inspection Made Inspector ____ Final Inspection Ej Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH, FLORIDA a APorowdby APPLICATION FOR ELECTRICAL fIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..,,_LZ-,.,. 171- %V IMPORTANT NOTICE:IN , HEREBY AGREE I CON§IDERATION OF TO PERFORM 3i �pCC_. NORK AS DESCRIBED IN THE FOLLOWING, WE WHICH ARE A PART HEREOF, AN �� f•��-� H THE ATTACHED PLANS AND SPECIFICATIONS, ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .ti A/p 7e . ELECTRICAL FIRM: _ �� NAME„ !'r1 ._,_.ADDRESS:.,I. 6!0 L•.N SSa C.1s,!1/_o RFD SOX BLDG.SIZE BETWEEN: RES.k APT.( ) COMM.( ) PUBLIC,( ) INDUS.! ) NEW A4 OLD 1 ) REW.! 1 ADDITION( ) TRAILER ! ► TEMP.1 ) SIGNS ( ) - S0.FT. SERVICE: NEW>< INCREASE ( ) REPAIR l ) FEE CONDUCTOR SIZE AMPS ISO COPPER I I ALUM, SWITCHWTCH OR BREAKER Lso AMPS PHl3w2A&OLTY EXIST.SERV.SIZE AMPS PH_l- W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIQHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. t•100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT W M.V. FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PNS PSR 3844 V DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH a -. PERMIT INFORMATION . _�---'- ....� ..,. LOCATION INFORMATION ---------- Pe rMitI' Sf?1,Ne)w 1 9332 ddress: 1,670 LINKSIAE COURT NORTH Pew it Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32231- ' f Werk. NEW - LEGAL DESCRIPTION ---------- Const r a Type: ' WOOD FRAME Lot : \ B1loicko Section. PtOp6sedUse: SINGLE FAMILY Township; RNG: 0 Iia l2s Code, 0Subdivision:' SELVA ;LIATKSIDE E4timated' VaIue: OO Improv. Cast ; $0.00 Total F <: 47 .00 , Amount $47 .00 04 , a.. �v. TION - .A �- APPLICATION FEES. - _ Na PERMIT x4700 Ado r:ass: , E COURT NORTH WAT �MPACT. EE 0.00 C e FLORIDA 121 1V(` �p nn �f 4 ;W. w wt Rd d 9 { m &T 4 of p RADON GAS-H .R a S. $0 .00 ORMATIOI:' ------- RADON CAE % SC :X10 NaMe M NIb HEAT ,AIR .CAP TAL OV IMPRE. S,0 .,00 EEW,.RaaID SEWER TAS $0.00 ,TACKS LE, FL 322.57 CROSS CONNE="T'ION $0.00 SEC 'H IMPACT 'T"EL CONST SURCHARO � 0.00 ,14, f NOTES: k i NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST 6E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH-AND DEBRIS FROM THIS WORK MUST NOT BEPLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP"AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO' CONIPLY WITH THE MECHANICS' LIEN LAW CAN' RESULT' IN THS PROPERTY OWNER PAYING TWICE FOR BUILDING IPAPROVEMENTS." f ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR t/IOLAtION OF APPLICABLE PROVISIONS OF LAW. ATLACv EACH BUILDINGX11100011111 tillM f u _ „ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH • • i ATLANTIC 8"ACH.FLORIDA ilii] APPLICATION FOR MECHANICAL- PERMIT CAI.I.IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, 11,111, and IV, (. `70 nk5 0�. LOCATION Street Address: OF lal•nectin Sde st blw•ea BUILDING f/ SVb•r(,fvlsioa WY II. IDENTIFICATION —To be completed by all applicants fn consideration of permit given (or doing the wort as described in the abcve statement wa herby ague to o.•Ic, serd .o•. •• a::: .• :r .ith the cttschjd plans and specifications which are a pert hereof and in accordance with the C;ty of .laclsonv;P1 o,d.a•c•s a•. 1161:e1.� of good practice listed therein• Name of M"healcal Contractors j ! Caatr•ct•r (►rial) /z, Mester Name of heprty t3wa•r S;eaalrre of Owner signatute of v Authorized Agent Architeel o► Engineer Ila. GENERAL INFORMATION A. Typo of baling(vols 6, 13 OTHER CONSTRUCTION IIEING 0 N �Efectric THIS SUILOING OR SITE 1 O Gas--O UP ❑ NsNral ❑ Central Utility ❑ of IF YES, GIVE NUtAaER OF CONSTRUCTIOX(M PERMIT ' r ❑ ATh.. — specify IV. U VCHMICAL EOUIMN? TO U INSTALL NAT RE OF WORK Ibis We complete 6t of eomponeaM os back of this fom) X„�(/Residential or (a Commercial Hast ❑ Space ❑ Recessed '"111101111 O Ros 'LJ oNew Building Air Condd6singl ❑ Room 'W-C'W-0041061 ❑ Existing Building D.-It holes, ht.h4tbpqfn�_Ae Y__ Tls�c t zl ❑ Replaume-Il of existing system fvl49MUM capacity �r c f^ New Installation(No system previously instatle0) ❑ RdrigoraKort ❑ Extension or add-on to existing system 13 Other— Specify C] Cootiag tower: Gpedy, v,p•+M. ❑ F;w tprinUon: N Am6t of L-A. — O ❑ hlaolih O bcalator Iµ I THIS PACs FOR OFfICS Usti ONLY ❑ Ge640st pumps (samba►) ❑ T*A. (aumbarj Rees A& D LPG coatalaara (twmberj O us”pra"we was O leR.s limit Approved by Dos. o ah.► —sp«lfy rsnit h- LIBr ALL EQUIPMVrr , AIR CON=ONWG AND REFRIGERATION FQULPMENT IuhmeDer VdtaDeacrlpuan Hotel Number Kanufactatrer f��Y A f°"fit I3EAT12iG t FU"AtTS_ t111711111F_Q_Q_ RtRFnr Arae , 913t DEPARTMENT OF.BUILDING CITY OF.ATLANTIC StACH T"4 AT I ON _ .. . LOCATION I�I�'ORMI�'�I Cr�l�l --- °":Yp = PLUMS INC M,t . la ,, of Work*. NEW LEGAL DZ$CRIPTION W OI3 FRAI! I lot *, 126 $1 O k_ 1 Sectio Prop cL € 4 SINOLEj FAMILYTownship: RNGI; f� Dw dx �;. ' "s. . ubd u t S LVk LLNKSL E; Tfstimated Value., mprenv. C a 4.60 ^'dotal Fie-o' 564.00; i eun , . O L31I~ 94 cr °:" ka IPC IN Nom' SINGLE FAXILY HOXV N PPLICAN FEESTION pE�LATL O' $64 .00 DirV' ' SOUTH WATER IMPACT FEE SQ ,LIQ L 12 215 Smw "M`71"A IA W EE �O 0 a � 1 f O to E . S ; $0.00 * �.. , O Oi MTI09. ------- RADON CAS a N + I H S D SI1 C� �C ITALY N kL7 E. $0.00 � t ' JACKSdk O LZ' 32210 CROSS CONNECTION SCI .00 L"X rC 1 Type,. 4 SEC H I PACT `EE $0,V-00 .I CONa'1 ,'Ski3RCHA O ,iC •"(IN t d i i I I � i NOTICE—ALL pONCASTE FORMS AND FOOTINGS MUST BE POURING y, -PERMIT VOIQ SIX MONTHS AFTER CATE<OF ISSUE SUILbING,MATERIAL,RUBBISH AND PEBRIS FROM THIS WORK MUST NOT BE PLACED IN=PUBLIC SPACE,AND MUST SEI CLEANED UP ANO HAULit AWAY BY EITHER CONTRACTOR OR OWNER � 'LURE:'Ta CE�m :1�411.TH ;THE MECHANICS' LIEN LAW CAN RESULT IN i� PRO W,' ` REIN T"WC `P+CRttJl�. l1iAIPC) tEfNT «" ACCC3RQINtfi TCI,APPROVER PIANS WHICH.ARE PART OF 1`HIS'PERMIT AND SUBJECT TO REVOCATION FOR ON OF APP ICABE:f<P"NO #StONS,OF LAW, 1LTLA 0- ACHE ILOING,OIEPARTMfzNT Wtu: I11.01 `A t7� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 1 C� JOB LOCATION OWNER OF PROPERTY: BUILDING CONTRACTOR:'. �1 PLUMBING CONTRACTOR vv AND ADDRESS: `i( �(s/ „9 llJ 04 9V TELEPHONE NUMBER: STATE LICENSE NO: TYPE OF BUILDING: �� „/ ► TYPE OF WORK: J y�- / HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS i_ LAVATORY WATER HEATERS BATH TUBS _DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 z $ - ----- ------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 9083 ,t 011PA HENT OF BVILOtNQ >: r "CITY OF ATLATIG BEACH QI, PERMIT ; INFORMATION - LOCATION INF13I#MATION - ------7- . Pe t Numb 9083 Address, 1670 LlNiSIDZ COURT NORTH <_ r>"mi ; T pe: BUILDI O ATLANTIC `BEA H,, FLORIDA 3 Cl Rork . tom . .,. * . .... . LEGA 1 `BCRIPT'IOf _..__ �� ., Otis"t r. Type: !WOOD "RANE' Lots ' 1.2 6 B1 o k r c i o : Proposed Use: SINGLE PAMILY Tc� �S �� SRO. ,13an : 1 Ct�de: C Subdivision.. 'SELVA LIBRfSIDE #2 s, Esti nated Value: $96907 13C •. 4 T at s 93 + .36 r c In f $293, . 6 NOW 44mcm -4 APPLICATION FZZ8 � TA PERMIT $696,00""� { Aildrsa' " IR'T SIV SO TR A IPAC ;�PE ?AID z € AP RADON OAS-H.R« 3 n �`-- C7It" ' 7T RADON CAH $6. 38 Rime' E `T ALS EST'ATRA' k� �. .Mwa . SAPIT'Att 1MP:,RO _,., :# . Arles *wv 66 Q`'a �It . DRIVESEER SAP ACC LLE, FL : 3 CROSS CONNECTION T'IC�N 00Vol" ,1 . 3 Type', 54 SEC 9 IMPACT PBE ri, 0 €� .r 4MW 0 � ' '"" i,� � t I ' NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST'BE INSPECTED 131EPORE POURING ISJ " PERMIT VOID?SIX MONTHS AFTER DATE OF ISSUE BUILDING'MATERIAL,RUB8l,SHAND DE PIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST 4E" 'CLf*At'ED UP AND HAULED AWAY BY EITHER CONTRACTOR DR OWNER" ` #CURS ' C' �Ct3NPL�f 1Ad1`H TFlE MECHANICS' LIEN L,AW CAN RES►U�T IN; PR �" R"i` t' 'Ifi�1 Plfl'Nt�a '1Wl+ E31 BUI . t" Ci'INC1► MNT' " ' I.�EE3 ACCORDING TO AFPR 'VED LAMS WHICH ARE PART OF THIS PERM{T;AND $,l(BJECT TO. REVpCi4TiON FOR ` kAtltIt BEACFI BUILDINCa:DEP t+{, I TIS >iF 370 3- 3 70 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date_ Heated Square Footage @ $ S"S per sq ft Garage/Shed 7LS @ $ /7.00 per sq ft _Gtrr7urt/P o r c h @ $ / ° per sq f t = $ 3, 3�' Deck @ $ per sq ft = $ Patio Q�@ $ Oa per sq ft = $ TOTAL VALUATION : $ F�, 90 1 2—�66) Be� $ _2 Of Tata Va�µat}on 1st $ 0G _ Remaining Value $ per thousand o portion thereof TOTAL BUILDING FEE $ o + 1/2 Filing Fee $ ZZ?' " a (W Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ 3� SEWER IMPACT FEE $ WATER METER/TAP $ g r o a CAPITAL IMPROVEMENT $ SEWER TAP $ (/5.3(.) RADON (HRS) .0050 $ 7. 33 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION S `' (� 36) SURCHARGE . 0050 $ / 9 / OTHER $ GRAND TOTAL DUE $ 9 3 b . 3G ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND, CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF _SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) _WATER CLOSET L WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) ,URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) �LOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) ___,___WASHING MACHINE (3) -POT, SCULLERY SINK (4) DISHWASHER (2) _WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) t KITCHEN SINK WITH WASTE _,��DENTAL UNIT OR CUSPIDOR (1) /GRINDER (3) / BIDET (3) URINAL STALL, WASHOUT (4) s, FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ ICE MAKER (1/2) SHOP (2) n6URGEONS SINK (3) LAVATORY, SURGEONS (2) _JACUZZI (2) _ZURINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ Ll�z�l JOB INFORMATION /`-Y 7 T I -------------- ?ROPERTYCITY pESCRIPTZON QF r . A {--p ,—»cis–x• »r+r"t � t] _ot _ e_Block ♦ ---__--Section !_ . i ,# 7 7ycOcrArrenc;LEYARU P.O.BOX 25 ATLANTIC BEACH.FLORMA 32233 iuDdlvisaions_ -sX..-1�/G�= n �/ Si.�__--_--- S. ay t�� 1itd1 TELEPHONE(LOgY19ZJ95 itreet flame 26 / N/ DESCRIPTION OF WORK sr Address_/ 7Z12 ►/1,x�1LLS, .L,cll // _:.LY IS in a FLOOD HAZARD 'food Zones__A�____—_area complete page 3. Brief j Descriptions - - I ma Class of Work: �fiev/Remodel/Addition)_�e� ______ :ONING INFORnATIOH Type of • Constructions 5*1 v� e Fc�✓►_� :oning Proposed districts FLIII�LUses-__,,,,___�_�,�_,�__ Estimated Vialue :xceptiona or MaterialasOQ ariancea Granted*___ Solid or Grounds_ OWNER INFORMATION r Method of Heating s lKlC c: {C C P_M Property Ovner:rCe r1_e is ------------ Phones onL_ .SS �_- !lailing ��5��-►. - Addreae j ----------- Zips_3 as �L------- CONTRACTOR INFORMATION Contractor se n f _ S4�_ = e�-_------_-_-'�'� Phone:1SL_ Hailing / - --- Address s_ -— --------------- --------------- ------------- --- Zip s �+ p {� Q Expiration License Number t_S.cS�a_1.Q��y.1�_..._.------------------- Dates I MEREST CERTIPT TWAT I NATE READ AND EXAMINED TMI8 APPLICATION AND KNOW TUC SA"C TO DC TRuC AND CORRECT. ALL PROVISIONS OP TNR LAWS AND ORDINANCES OOVERNINO THIS TTP[ or WORK vlti ac COMPLIED WITH, WNlTNEN sPECITIED NENlIN OR NOT. THU GRANTING OP A PCNNIT DOES NOT PRE5URC TO GIVE AUTNORITV TO VIOLATE OR CANCEL TN! PROVISION8 Or ANY FEDERAL. STATC OR LOCAL RULE5. �• 'r♦• RCOULATION3. ORDINANCES. GN LAWS ANY M ER, INCLUDING TUC OOVERNINO OP CONSTRVCrIOM optTNC -•` ,J ••' .. PERFORNANCC OF COMSTIH7CTIOM OP ! O.ICC I UNDERSTAND THAT THC ISSUANCC Or ?NIS ►ERRIT I5 CONTIMOCNT V/OM THC ANOVE IM MATT NCI O RUC AND CORRECT AND THAT TUC PLANS AND SU►PORTIRG DATA HAVC BEEN OR SMALL* 09 PR VIDED AS RE I O. Owner Signature ----------- - -- - --------- oarzDate_--------- Fs-9 9y . ��a,l-;.;• Catratx Si.poatre • -. �s —•'----^— — ------- ------Dates Cr INA N C I A%DR I N11NG Q>~ l0 ' N N `�o�ice of Commencement ty, ()xLSAlti iM OVI�ICAti( To whom it may concern; > The undersigned hereby informs you that Improvements will be made to certain real property, and In 0 accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTICE N OF COMMENCEMENT, x Description of property rbc:.T__j �L�.__� UY _ � .i 1. _�_._�✓_ ............... }----------------------- According to plat thereof recorded in plat book pages - - y •- of the current public records of Duval County Florida. yGeneral description of Improvements ------------------------------•------------------__------------------, sa Construction of Single Family Residence with Garage on concrete slab Q ------------------•---------•---------•--------------.---------.-..._.._._..._..-----------------------------. Centex Real Estate Corporation Attn: Arthur Day Owner ---------------------- 0 6620 Southpoint Dr. S . Suite 400 Jacksonville Florida 32216 ¢ GAddress -----------••-----------------------------------------------•--•-----------•----------•-----.... Fee Simple 0 Owner's interest in site o1 the Improvement V) o Fee Simple Title holder (if other than owner) ..................................._.__-__-__..... 1D Name G ro Address w same as owner Contractor ----------------------------------------------------------.------------------------------- Address ------------------------------------------------------------------------------------------------- Surety (if any) �4 Address -----------------------------------------------------------------Amount of bond S.............. N2me 2nd 2ddress of any person making a loan for the construction of the improvemegts, u Name ----------------------------------------------------------------------------------------------------, Address ------------------------------------------.............-........................................ Nunc of person within the State of Florida, other than himself, designated by owner upon whom nodus or other documents m2y be served: Metropolitan Title & Gua'ranty Co Name .................-------------...................................................--.................. 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address .............. ------------.........................................-•-----_...__----------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (2) (b7, Florida Statutes, (Fill in at Owner's option), Name ------------------------------------------ ------------------------................................. Ft.000PLAIN DEVELOPMENT INFORMATION Type of Developments_-?Lk-b----------------------------------- Flood Zones__-_-- _ Required Lowest Floor Elarrations_ Xf building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB NAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATXOU is equal to or above the base flood elevation established for that zone. No final inspection will be spade and no oertif-icate of occupancy will be issued until the survey is on Yile with the Building Department. COMMENTS: Applicant Acknowledgements Z understated that the issuance of this permit is coatingent upon the - above information being correct and that the plans and supporting data have been or shall be provided as required. X agree to comply with all applicable provisions of Ordinance Mo. 23-7-11 and all other laws or ordinances affecting the proposed development. 9y __Applicant's Signature_Q � — ---------- -------------------------------------------.--------- Department Use Riquired Lowest Floor Elevation ___________ As; Built Lowest Floor Elevation _ --_______-__ Survey Filed with Building Department ______ ____ ---------- Representative pagepage 3 w a ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I 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 AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: l ,Signature: eazhzlzk u Date city/zip 3-� 6 Florida ergy 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: 126 SL BUILDER: CENTEX AND ADDRESS: 1670 LINKSIDE CT N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31 OWNER: CENTEX PERMIT NO. JURISDICTION NO.2 1100 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. 1536.00 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 156.00sgft 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 , 117 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 1319.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1203.00sgft 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: 0.90 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. 97 .05 a. Total As-Built points 19a. 28336.35 b. Total Base points 19b. 29199.09 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 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: �/''/ 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: 126 SL BUILDER: CENTEX AND ADDRESS: 1670 LINKSIDE CT N PERMITTING ICLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3b() 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. 1536.00 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 156.00sgft 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 , 117 .00 ft 10.Net Wall type area and insulation: -- a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1319.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1203.00sgft 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: 0.90 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. 97.05 a. Total As-Built points 19a. 28336.35 b. Total Base points 19b. 29199.09 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: fae� j compliance in accordance with Section DATE: -4 z/1 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGE�T:� ' `� BUILDING OFFICIAL: DATE: 7_/3-4V DATE: SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- E 36.00 65.8 2368.8 DBL CLR E 18.0 79 .7 .98 1404.7 DBL CLR E 18.0 79. 7 .98 1404 .7 S 30.00 65.8 1974 .0 DBL CLR S 6.0 66.2 . 96 382.3 DBL CLR S 9.0 66.2 .96 573.5 DBL CLR S 15.0 66.2 .96 955.8 W 90. 00 65.8 5922 .0 DBL CLR W 42 .0 79 .7 .98 3277 .7 DBL CLR W 15.0 79.7 .98 1170.6 DBL CLR W 15.0 79.7 .98 1170.6 DBL CLR W 9.0 79. 7 .98 702.4 DBL CLR W 9.0 79.7 . 98 702.4 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,536.00 156.00 1.477 10,264 .80 15, 160.32 11,744.51 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1319 .0 .9 1187 . 1 Ext Wood Frame 11.0 1319.0 1.70 2242 .3 Adj 149 .0 .7 104 .3 Adj Wood Frame 11.0 149 .0 .70 104.3 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Wood 21.0 6. 10 128. 1 Adj 18. 8 2 .4 45. 1 Adj Wood 18.8 2.40 45.1 CEILINGS------------- UA 1203.0 .6 721.8 Under Attic 30.0 779.0 .60 467 .4 Under Attic 30.0 424 .0 .60 254.4 FLOORS--------------- Slb 117 .0 -37 .0 -4329.0 Slab-on-Grade . 0 117 .0 -41.20 -4820.4 INFILTRATION--------- 1536.0 8.0 12288.0 Practice #2 1536.0 8.00 12288.0 TOTAL SUMMER POINTS I 25, 305.74 f 221453.73 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 ------------------------------------------------------------------------------- 25, 305.74 .37 9,363. 13 1 22,453.73 1.00 1.070 .340 .860 7,025.05 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- E 36.00 -10 .6 -381.6 DBL CLR E 18.0 -9.2 .94 -155.3 DBL CLR E 18.0 -9.2 . 94 -155.3 S 30.00 -10.6 -318.0 DBL CLR S 6.0 -28.4 .98 -167.6 DBL CLR S 9.0 -28.4 .98 -251.3 DHL CLR S 15.0 -28.4 .98 -418.9 W 90.00 -10 .6 -954 .0 DBL CLR W 42.0 -9 .2 .94 -362 .3 DBL CLR W 15.0 -9.2 .94 -129.4 DBL CLR W 15.0 -9.2 .94 -129.4 DBL CLR W 9.0 -9.2 .94 -77.6 DBL CLR W 9.0 -9.2 . 94 -77.6 ----------------------------- ------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,536.00 156.00 1.477 -1,653.60 -2,442 .24 -1,924 .55 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1319.0 2 .2 2901.8 Ext Wood Frame 11.0 1319.0 3.70 4880.3 Adj 149.0 3.6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4 DOORS---------------- Ext 21.0 12. 3 258. 3 Ext Wood 21. 0 12.30 258.3 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1203.0 1 .2 1443.6 Under Attic 30.0 779 .0 1.20 934.8 Under Attic 30.0 424 .0 1.20 508.8 FLOORS--------------- Slb 117 .0 8. 9 1041. 3 Slab-on-Grade . 0 117.0 18.80 2199.6 INFILTRATION--------- 1536.0 7 .4 11366.4 Practice #2 1536.0 7 .40 11366.4 TOTAL WINTER POINTS I ------------------------------------------ 15, 321 .76 18,976.25 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 ------------------------------------------------------------------------------- 15,321.76 .55 8,426.97 1 18,976.25 1.00 1.070 .500 1.000 10, 152.29 WATER HEATING ******************************************************************************* _-= BASE -__ __= AS-BUILT NUM OF x MULT - TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803 .0 11,409 .00 ( 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY BASE ___ ( __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9363. 1 8427.0 11409. 0 29, 199. 09 7025. 1 10152 .3 11159.0 28,336.35 ***************** * EPI = 97 .05 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I 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-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0 .90 I ----X---------------- 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. Builder Address: 6Z,2e)jpk�iI a Ita K Signature: Date: city/Z Florida iergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 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 :126 SELVA LINKSIDE ADDRESS : 1670 LINKSIDE CT N CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1536 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 21755.78 STRUCTURE SENSIBLE 13722 .24 MECH.VENT- 225 Cfm 4702 .50 SENS. + MECH.VENT : 18424 .74 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1087.79 DUCT GAIN 2142.47 TOTAL LOSS/BTUH 22843.57 TOTAL SENSIBLE 23567 .21 TOTAL LATENT 12850.40 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4568.71 20% SENS.OVRSZE FTR: 4713.44 ACTUAL + 20% OVERSIZE: 27412 .29 ISENS. + 20% OVERSIZE: 28280.65 -------------------------------------------------------------------- * 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 6.00 174 .00 150.00 South Double Clr Drapes/Blinds 1 9.00 261.00 225.00 South Double Clr Drapes/Blinds 1 15.00 435.00 375.00 East Double Clr Drapes/Blinds 1 18 .00 522 .00 828.00 East Double Clr Drapes/Blinds 1 18.00 522.00 828.00 West Double Clr Drapes/Blinds 1 42 .00 1218.00 1932.00 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 9.00 261 .00 414 .00 West Double Clr Drapes/Blinds 1 9.00 261.00 414 .00 Infiltration : Winter Htm ( 28.48 ) x 156.00 4442 .88 Infiltration : Summer Htm ( 6.92 ) x 156.00 1079.52 --------- --------- --------- Window Frame : Metal SUBTOTALS: 156.00 8966.88 7625.52 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1319.00 4748.40 3297.50 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1468.00 5284 .80 3550.80 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28.48 ) x 39.80 1133 .5 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 2149. 36 621.08 CE I L I N G S---------------------------------------------------------------- Under Attic 30 779.00 1012 .70 1246.40 Under Attic 30 424 .00 551.20 678.40 --------- --------- --------- SUBTOTALS: 1203.00 1563 .90 1924 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 117 .00 Lin.Ft. 3790.80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 21755.78 21424 .74 ------------------------------------------------------------------------------- I--- 15 ' 8 't 21 * 411 -----{ . m Q c m r15 ns F2s i F25 BEANl 3-1/2' X 18' f � / N sM �oaw iFvs. FVh foa � co F27 ROOF FPAWakS MSS APEa i I W In m tl? f Fs m BEAN F20 3-1/2' x 16* 74 r Fig (D 13 O WN z LISN T1. 79f ,gA m ' w .108: 940849 CENTEX HOMES u' e s� " J_ t 5 A 4 • .1 " __I LOC: LOT 126-2 SELVA LINKSIOE ��-1 �'7 •T =— .�---, DESIGNER: SDS i � I -o � 1 v � u t t n ----- 151 B 11 --�}4- 10 4 -� W FT� 4 a Q SEE LONER LEVEL PLAN FOR A OF FRAMING THIS AREA F f T29 _ C R T3O 01 � N C fn ED � Q - 731N T36—,%. T28 {U T32 T33 � T35 736 O O m m •� 7 ' '".�''�� 3 �8 e _._.�.�5�'�"'— 1 � ' 4 " —9-� UPPER LEVEE. ROOF FRAlIIPCG PLAN � JOB: CENTER. HOMES LOC: 3700UPPER- LEVEL. r DESIGNER: DM 37 ---� TRUSS SPECIFICATIONS FOR CENTEX 3704 B 940849 TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE USR732 94234501 08-22-1994 IUSR732 94104537 04-14-1994 !USR732 94087501 03-28-1994 JUSR732 94087502 03-28-1994 USR732 94087503 03-28-1994 �USR732 94087504 03-28-1994 uSR732 94087505 03-28-199 USR732 94087508 03-28-1994 USR732 94087510 03-28-1994 USR732 94087511 03-28-1994 �USR732 94087512 03-28-1994 USR732 94087513 03-28-1994 USR732 9408 14 03-28-1994 USR732 94087515 03-28-1994 �USR732 94087516 03-28-1994 Nti\11tt)U11JN USR732 9408751 03-28-1994 USR732 9408 18 03-28-1994 / '1`AgP,��. �J 4� USR732 94087519 03-28-1994 iFt y, USR732 94087520 03-28-1994 USR732 94087521 03-28-1994 USR732 94087522 03-28-1994 CENTEffy 17Q$MAYE OF kr� USR732 94087523 03-28- 9 4 'c�Op�QV'-*, USR732 94087525 03-28-1994 1 USR732 94087526 03-28-1994 i r , ,D; (940849--CentSX Homes Inc 3704 8 i / T14 21'4" SPECIALS THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 200 410 210 WEBS 2x4 SP #3 : W2 2x6 SP #1 Dense: BEARING LOC. (FT) : 0.00 10.33 21 .04 TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND z WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ., ;USS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w N CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1IS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING Z' 4STALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS TO SOLID BEARING. fl w J LP O —j— C4X4 r� C3X5 C3X4 C3X4 (A1) a4.5 C3X4 (A 1) Via- C2X4 C3X5 �--- 10 '4" + 11 ' 10-8-0 10-8-0 -4-0 10-4-0 11-0-0 -4-0 - 21 .4 OVER 3 SUPPORTS R=450# W=3"8 R=B40# W=3"8 R=440# W=3"S cgs• 2E2A2 .T . TYP.- CLARY—V2T F( F - - Rev 17 .2? SCALE = 0 -250C * IMPORTANT �t CLARY DIVISION OF ALPINE WARNIN&RUSSES REQUIRE EXTREME CARE TC LL 20 •0 PSF REM- 8732--97712 SHALL NOT Be RESPONSIBLE FOR IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR A•NY BRACING. SEE HIB-91 BY TPI. SEE 'HIS CES:GN T C O L 7. 0 P S F DATE 08122194 C L A R Y FAILURE TO BUILD THE TRUSS :N CONFORMANCE WITH OSTBB BY 7?I. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP SC DL 10 . 0 PSF DPW uSR732 942345CI A446 OR B EXCEPT AS NOTED. APPLY CONNEOTORB TO EACH FACE CF CHORO SHALL BE LATERALLY BRACED WITH PROPER V i [n4:neveo>•oavcT+. Inc TRUSS AND UNLESS OtHERMISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHCPD SC LL 0 . 0 PSF By: D L DLe CONNECTORS PER DRAWINGS 130. 1.50 f /BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE TOT.L D. 37. 0 P S F )! S. GrlBt SOu tTiw!!t Pkwy. CONFORM 4/XPPLICABLE PROVISIONS Of NOS S TPI. AN ENGI.NEER'S TECHNICAL UPDATE !7/1/911 FDR SUGGESTED ;rand Prafrfe. TX 7505f $E AL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF iHi3 DU R.FAC. 1 . 25 (214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TPUSS EREC!ICN C..' ACTGR. -tPI - TRUSS PLATE INSt1TUTE. NOS - 1291 NATIONAL DESIGN SPECIFICATION FOR WGOD CGNS iRUC TION SPACING P4 0 Jowl (CX370480--Centex Homes Inc 3704 8+0 1 / T9 13'8• COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TAuSS MFR. TOP CHORD 2x4 SP *2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 210 210 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13,38 � TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo 0 Z' Ln w V C04 !Yl 6 p —IV C2X6 (Ai) C2X6 (A1) 4'3 WN X4 6-10-0_ _�• 6-10-0 13'8" OVER 2 SUPPORTS R=581# W=3"8 R=581# W=3"8 PLT . TYP,- CLARY-Va QFSIGN CRIT TPI F F - - Rev 17.2n SCALE = 0.3750 **IMPORTANT** CLARY OIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--72900 SMALL NOT BE PESPOHSIBLE FOP IN HANDLING, EAECTION AND OLC. .,,o, ARY OEYIAtION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 , 0 PSF DATE 04/14/94 FAILURE TO BUILD THE iAUSS IN CONFORMANCE WITH OSTS8 BY tPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLAAY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 SF DRW USn732 94104537 oT A1Pme A4A6 CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER B r: 0 L D F boo sneer eo Pra.. .. [ne TRUSS AND U14LESS OTHERWISE LOCATED ON tMIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 P S F CONNECTORS PER DRAWINGS 130, 15O O 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE TOT.L D. 37 . 0 PSF 1901S. Great 9outn.est Pk" CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE I7/1/911 FOR SUGGESTED Grano Pralrle, TX 7°.0'31 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 25 12141 660-3940 IN ONLY, AND SHo1LL NOT BE AELIEO UPON IN ANY OTHER WAY. DESIGN TO THE tPUSS EPECtION CONtRACfOR. e--tPl TRUSS PLATE INSTITUTE. NOS 199! NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 .0 III 1 Job: True Truss (CX3704AC--Centex Homes Inc 3704 A+C) / TI 20'8' Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR— x BOT CHORD 2x6 SP #i Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n UPLIFT (L8) : 420 410 BRG.LOC (FT) : 0.00 20.38 -4 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND L•I SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N t 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. LO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. co V 54 5490 9053 53 Ln O M2 m3 i y m 0 11 m12 m mi4 \•44 \ R• 1192 A• 1622+ M•3.50 M-3.50` CD N W O O W i 20 203 i9 19 0-0-0 15-8-6 20-9-0 -1-4-13 13-8-6 22-0-1,3 C7x5 C2X3 C4x10 2'10'3 6 � C3X5 (Ai) C3X7 (Ai) X 8X8 C2x8 5-0-0 10-8-0 5-0-0 -4-0 20-8-0 2-4- 20 '8" — OVER 2 SUPPORTS R=1192# W-3"8 R=1622# W=3"8 93 PLT . TYP.- CLARY-V2 DESIGN CRIT TPI FL/i/i/1/E/-/- Rev 17.2m SCALE 100.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTnES REQUIRE EXTREME CAPE TC LL 20 . 0 PSF REF 8732--69683 SMALL NOT BE RESPONSIBLE FOR 2RUSN HANDLING, EPECTION AND CL A R Y OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CDNFOpMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTops ARE MACE OF 200A QALY. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP SC OL 10 . 0 PSF ORW USP732 94087`_01 A m ancon or uPcne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED 91TH PROPER i - - Enpcneeneo Pron�cce, :ne tPUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF 8 Y: OLD CONNECTORS PEP DRAWINGS 130. 150 6 SBOA-F. DESIGN STANCAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 . 0 P S F 1801 S. Gf`!Lt Southwest TX50 PXMy. COMfGPM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (1/1/911 FOR SUGGESTED .1 Grand p r a tr ll. TX 75052 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OPYWALL APPLICATION FURNISH 4 COPY Of THIS OUR.FAC. 1 .25 (214) 660-3940 1. ONLY, ANC SNAIL NOT BE RELIED UPON IN ANY OTHER WAf. CES IDN f0 THE TRUSS ERECTION CONTRACTOR. !'( -- ----- ----•-- - - - a�erttJr. SEE ABOVE joo:`?Cx3704jCU--Centex Homes Inc 370a A+C) ! T2 20'8' Hip 7'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SU�MI7 ED 3Y TRUSS MFA. ITOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 280 280 CL- WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 20.38 In TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GHCUNC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING A7 24" C.C. i MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO Z' 0 co Ln 0 fV i i i C5X5 (R) C X (R) m 0 6 p m C3X4 (A1) C3X4 (Ai) X 4 �^ 7-0-0 6-8-0 7-0-0 20'8" OVER 2 SUPPORTS R=840# W-3"8 R=840# W=3"8 i ' PLT . TYP . - CLARY-V2 T TPT FI-/1/1/!/F/-/- Rev 17.2n SCALE = 0 .2500 **IMPORTANT** CLARY DIVISION GF ALPINE WARN INGTRUSSES PEOUIPE EXTREME CAPE I C LL 20 . O PSF RE 8732--69094 SMALL NOT BE RESPONSIBLE FOR 2N HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS OES!GM OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN T C OL 7 . 0 P S F O A T S 03/28/94 FAILURE TO BUILD THE TRUSS IM CONFORMANCE WITH GSTSS BY TPI. FOR AOOItIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP BC OL 1 0 . 0 PSF D R W USR732 94097502 • OinAwn of AJOIn. MAA$ GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER -- Env,neerec Pracucc A. Ine TRUSS AND UNLESS OTHERwiSE LOCATED GN THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 • O PSF BY: 0 L 0,46, 'H'1 CONNECTORS PER OPAWING3 130. 190 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F 1801S. Great Southwest Pkey. CONFORM W/APPLICABLE PROVISIONS OF MDS 6 SPS. AN ENGINEER'S TECMNtCAL 'UPDATE 17/t/911 FOR SUGGESTED Grana ora ble. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (2:41 660-3940 1N ONLY. AND SMALL NOT BE PELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. -tP[ - TRUSS PLATE IN.9TITUTE. NGS - 1991 NATIONAL.DESIGN SPECIFICATION FOR WOOO CONSTRUCTION SPACING 2 4 Jo D:`(Cx3704XC--Centex Homes Inc 3704 A+C) / T3 20'8' Hip 9'S8 THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L8) : 270 270 C:: WEBS 2x4 SP #3 BRG,LOC (FT) : 0.00 20.38 n TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7,00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w tU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD Z' I O I � v Ln O I LJ i T2 C5X5 (RR) m o � p C3X4 (A1) C3X4 (AS) X X4 �^ 9-0-0 _I_,2-8-0--1 9-0-0 i �-� 20-8" _1 OVER 2 SUPPORTS R=840# W=3"8 R=840# W=3"8 PLT, TYP . - CLARY-V2 N R T TPI F F - - Rev 17.2n SCALE = 0 .2500 **IMPORTANT** CLARY DIVISION OF ALINE WARNING TRUSSES REQUIRE EXtREME CARE TC LL 20 . 0 PSF RCF 8732--69685 SMALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND ING, SEE COR SPECIC DEVIAt:Ohl , THESE A R Y FAILURE toFBUILDHTHHEDTRUSS IN CONFORMANCEFWIN OST88 Br TPI FOROANYCADOITIONALISPECIAL PERMANENTBY tPI. SEETHIS BRACDINGlGN RE T C D L 7 . O PSP D A T E 03/25/94 CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OfMERWISE INDICATED. top BC DL 1 0 . 0 PSF O R W USR732 94087503 A Jntat°n°f Af°Ine AAA6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER B C L L 0 0 PSF 8 Y: D L TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. :50 [ :BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F 1801 S. Great 6outTlWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C tPl. AN ENGINEER'S TECHNICAL LIPOATE (7/1/911 FOR SUGGESTED Grano Pralrle. TX 75051 SEAL ON THIS CRANING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC, 1 . 25 I214I 660-3940 IY ONLY, ANO S*.ALL NOT BE PELTED UPON tN ANY OTHER WAY. DESIGN IO TME TRUSS ERECTION CONTRACTOR, --TPI tauSa PLATE MIT. N09 - !?91 NATI9NAL:.-SIG,Y SPEC FCR W000 CONSTRL'CttO.N SPACING 24 .0" �!/ JOD: �(CX3704AC--Cente% Homes Inc 3704 A+C) / T4 20'8' Common Girder THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required �5� BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 : W1 2x6 SP #1 Dense: 0 NAILING SCHEDULE: (10d_box nails) y TOP CHORD: 1 ROW @ 16" O.C. LOAD CONTINUOUS LOADS LOAD CONC. LOADS SOT CHORD: 1 ROW @ 6" o.C. CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WEBS ; 1 ROW @ 4" D.C. ry 0 T 54,0 54.0 -1 .5 22. 1 0 8 5846 7. 1 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 0 8 20.0 20.0 0.0 20.7 IN EACH ROW TO AVOID SPLITTING. ° (1) 1/2" dolts MAY BE USED FOR 0 lOd box nails ON a THE BOTTOM CHORD ONLY, SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . Cn ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED, cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT ( : 1530 940 BRG.LOC (FT) : T) ; 0.00 20.38 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. `T C6x6 CBX8 CSX8 m U7 6 Ln W 1 1 C4X8 (B3) C4XB (B3) 4� C X1 9X1 C X1 �^ 10-4-0 v 5846# 10-4-0 ^� �• 20'8" OVER 2 SUPPORTS R=4691# W=3"8 R=2835# W=3"8 PLT . TYP.- CLARY-V2 N CRIT TPT F! P - - Rev 17 . n SCALE = 0 .2500 **IMPORTANT** CLARY OIVISIQN OF ALPSNE WARN INGTRUss£5 REQUIRE EXTREME CAPE TC LL 20 . 0 PSF REF x732--69686 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND '7 DATE DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANT BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 7 r C DL ( , O P S F 03/28/94 C L A R Y FAILURE TO BUILD THE 'PUSS IN CCNFORMANCE WITH OSTed BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS ARE MADE OF 20GA GAILY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .O PSF OR W USR732 94087504 A Otn Aeon aT A101- AAA6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER crop^e,�.o P.0—,. 1" TRUSS AND UNLESS OTNEPNISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL O • 0 P S F B Y: OLD!-- CONNECTORS PER DRAWINGS t30. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 . O P S F 1eo1 S. Great SOU t1 Ne3t Pk Wy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AM ENGINEER'S fECHNICAL UPOAfE IT/1/911 FOR SUGGESTED Grana Prairie. Tx 75051 SEAL ON THIS OPAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 25 12141 660-3940 IN ONLY. AND SHALL NOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS EPECTION CONTRACTOR. /(jJ --TPI - TRUSS PULE iNStI ME. NGS - 199t NATIONAL C'S:CN SPECIFICATION FOR WOOD CONSTRUCTION SPACING s e e a o c v e 30: (CX2704AC--.Centex Homes Inc 3704 A+C) / T5 5' Eno Jack Giraer THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) S:4.MITTFD BY ;PUSS ,MFR, OR CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICA 3R*** OT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 SPECIAL CONNECTION/HANGER FOR 830.23# REACTION AT RIGHT 'END. In PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 3A0 CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (L 8) : 200 320 w ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT) : 0.00 4.75 v 0 T 54.0 54.0 0.0 5.0 0 B 793 3.9 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GPOUND 0 B 20.0 20.0 0,0 5.0 0 B 122 1.9 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. 0 7SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSICNEC. m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Ln MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 0 Ln C2X4 6p m 0 ti N C3X4 (ATI q'9 122# 793# 5 C2x OVER 2 SUPPORTS R=455# W=3"8 R=830# W=3" -T . TYP . - CLARY-V2 N CRIT TPI Rev 17. h SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--69687 SMALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS CESIGN TC OL 7 . 0 PSF D A TE 03/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE e CLARY CONNECTORS ARE MADE OF 20CA GALY. STEEL MEETING ASTM OUIREMENtS. UNLESS OTHERWISE INDICATED. top BC OL 10 . 0 PSF DPW USR732 94087505 OC-L,1'10n4t ♦lo1"e AA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH =ROPER BC LL 0 0 PSF Y• DL ��E"," ...aoe•cc A.loth.. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOT?OM CHORD •� CONNECTORS PER DRAWINGS 130, 150 E 160A-F• DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T O T.L D. 3 7 . O P S F Of S. Great SOu tTtNlSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF .NDS E TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Prairil. TX 75051 SEAL ON THIS OPAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 Grano 21A) 660-39A0 IN Y. AMD SHALL NOT BE RELIED UPCN IN ANY OTHER PAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �y --tat ;':SS PLAtE INSTITUTE. NGS 1391 NATIONAL DESIGN SPECiF ICAC ICn FOR PCDD CON9TPUC?iCN SPACING S e e i D 0 v JOO2 (CX3704AC--Centex Homes Inc 3704 A*C) / Ti6 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED FY TRUSS MFF. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 310 420 200 C WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 26.38 36.71 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , v THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w ONLY. 00 NOT USE WITH PLASTER CEILING, v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO GO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. -11 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 0 SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: cn THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 0 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS AOVISEO DURING m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C5X5 C3X5 C3X6 C5X5 C5X5 (A) l 6 J 4.5 d C3Xd (Al) C3X4 (A1) ::Fz .'5'14 =3 � C!rx5 C4X8 C2X6 26'6"4 �- 10 '5" 12 ---� 19-11-13 _ C51X9-0-3 f 26-8-0 T 10-4-0 }� .37' OVER 3 SUPPORTS R=1059# W=3"8 R=1377# W=3"B R=453# W=3"S PLT . TYP . - CLARY-V2 TPI Rev 17.2M SCALE = 0. 1 75 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING TRUSSES REQUIRE Ex',;;-NE CARE TC LL 20 . 0 PSF REF 8732--69690 SMALL NOT BE RESPONSIBLE FOP IN MANOL iNG, E;;EC':CN AND R Y OEVIAtION FROM THIS DESIGN OR 7MESE SPE CIFICATIGNS. OR ANY SPACING. SEE MIB-91 eY TPI. SEE THIS .^ESIGN TC CL 7 . 0 P S F (DATE 03/29/94 PS M R I FAILURE TO BUILD ?ME TRUSS IN CONFORMANCE WITH G9798 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT eRAC:NG PE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICAtED. TOP BC OL 10 . 0 P S F O R W USR732 94087508 OC'LO l.....n dr A10me AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 . 0 PSF BY: 0 L 0h%t E'dtneered Products. Inc TRUSS AND UNLESS OtHEPWISE LOCATED ON THIS DESIGN, POSItION LY ATTACHED PLYWOOD SHEATHING. BOTCDM CHORD CONNECTORS PER ORAeINGS 130. 150 C I60A-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEIL:`w -- SEE TOT.L D. 37 . 0 P ST' Sfi01 S. Great $OUtTiwlSC Pkwy. CONFORM VI/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S tECHNICAL uPOATE 17/;/911 FOR SUGGESTED Gr a nO Prafrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE ORYMALL APPLICATION. FUPHISM A COPY OF THIS D UR.FAC. 1 . 25 121x1 660-3940 IN ONLY, AND SMALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTFACTOR. _N --TPI TRUSS PLATE INSTITU7E. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR <00 CCNS7RUCT:ON S PACING 2 4 0" II JJ \ Job;-(CX3704A-C--Centex Homes Inc 3704 A+C) / F19 13'4'8 SY42 GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G. DIMENSIONS) SUBMITTED 5Y TPUSS MFq. TOP CHORD 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*xx BOT CHORD 4x2 SP #2 N G WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 0 iD CLEAR PANEL LENGTH = 02-06-00, TYP. ( 0 = ODD PANEL 1 LOAD CONTINUOUS LOADS w CASE SIOE L-PLF R-PLF START END + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v 0 T 255.0 265.0 0.0 13.4 TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO 0 8 10.0 10.0 0.0 13.4 BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL CONNECTION/HANGER FOR 1839.06# REACTION AT LEFT END. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 8E USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 9 v Uri 0 -- 2'6" ----� r 5'4"4 ---� 1 4„ 6 ,8"4 C9X12 C7X12 C5X5 C2X6 C5X5 C7X12 C9X12 T T i LO H5510 C X6 X 4X4 C6X6 HS510 13-3-0 0 8 C X8 C3X8 13 '4"8 OVER 2 SUPPORTS R=1839# W=3" R=1839# W=3"8 PLT . TYP .- CLARY-V2 T TPT Rev 17.2n SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTPUSSES REOUI` EXTAEME CARE TC LL 40 . 0 PSF RCF P732--69692 SMALL NOT BE PESPONS ISLE FOP IN HANDLING, E�ECT;Ow AND q _ O"c ARY NFDEVIATION FROM THIS DEB'GNORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SE THIS CES15N TC 0L 10 . 0 PCF ATEFAILRE TO BUILD THE TRUSS IN COORMANCE nITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 'OP 8C DL 5 . 0 P-F DPW 'USR732 94087510 O.,.t.n 4r Ala,,t A44a GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0 - 0 P S F E Y: D L D ina, Pn n....a oauco s, Inc ;BUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 3OTTOM CHORD SC LL CONNECTORS PER DRAWINGS 130. 190 0 :SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING SEE TOT.LD. 55 . 0 P S F 1801 S. Great SOUttlweSt Pkwy. CONFORM M/APPLICASLE PROVISIONS OF NOS S TPS. AN E•NGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTED ^ Grana Prairie. Tx 75051 SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 'HIS OUR.FAC. 1 . 00 ;2141 Sr0-3940 a jN CNLY_ AND SMALL NOT E RELIED UPON IN ANY OTHER NAC. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS - 1901 NATIONAL DESIGN SPEC'FICATION FOR 9000 CONSTRUCTION SPACING 5 e e a Dov e oo: (CX3704AC=•Centex Homes Inc 3704 A+C) / F20 13'4.8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY 7PUSS MFR, OP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ',OT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00, TYP, ( 0 = ODD PANEL ) Lo M + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v PECIAL CONNECTION/HANGER FOR 735.62# REACTION AT LEFT END. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO Li BE SUPPLIED BY ERECTION CONTRACTOR. n1 :OTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED PSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. to � J O V V1 2,6„ -5'4"8 1 '4" s-j f 6 '8" -1 TxCAX�4 C4X4 C3X4 C X4 C3X4 C4X4 C4X4 T � T � f � 4X 3X4 X4 3X 3X4 4 4X5 13'4"8 C X4OVER 2 SUPPORTS C2x4 R=736# W-3"8 R=736# W=3"8 LT. TYP.-, CLARY-v2 DESIGN CRIT TPT Rev 117 . h SCALE = 0 .5000 **IMPORTANT* CLARY OtvIS(ON OF ALPINE wARcvINL7TRU55E5 REOuiRE ExiREME CARE TC LL 40 . 0 PS RE-:17 P•732--69693 SMALL NOT BE RESPONSIBLE FOP LY HANDLING. ERECTION AND 0C.L.11i$10fl ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SFACING. SEE HIS-91 BY TPI. SEE THIS CESIGN lC DL 10 , 0 PSF OA E 03/26/94 FAILURE t0 BUILD THE TRUss IN CONFORMANCE KITH GST88 BY TPI. FCR ADDITIONAL SPECIAL PERMANENT VACI�NG RE CLARY CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM 3UIREMEHTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 . 0 PSF DRW USR732 94087511 0f A10,ne A4A6 OR 8 EXCEPt AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH;ROPER n Era,ne<re0 Pr04�ec a, the TRUSS AND UNLESS OTHERWISE LOCATED ON SMIS DESIGN, POSITION LY Ai;ACHE6 PLYMp00 SHEATHING, SOT, CHCRO BC LL O 0 P C F B Y: D L D �`•^'� CONNECTORS PER ORANINGS I30. 150 S 160A-F. DESIGN STANDARDS WI:H PROPEPLY WACHED RIGID CEILING -- SEE TOT.L O. 55 . 0 P C F 301S. Great SDUtnWest ?xWy. CONFORM W/APPLICABLE PROVISIONS OF 405 9 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grana Pralrle, Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 00 (214} 660-3940 TN DRY, AND SHALL NOT SE RELIED WON IN ANY OTHER WAY. DE3:G4 TO THE TRUSS ERECTION CONtRACTOR. -TPI TRUSS PU LATE INSTITUTE. NOS 3991 NATIONAL DESIGN SPECIFICAFION FOR WG00 CONSTRUCTION SPACING 2 jot): True Truss (CX3704AC--Centex Homes Inc 3704 A+C) / F23 19'8' SY42 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. —H TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. x BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( a 000 PANEL ) n + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ti CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOAOS o AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CD v Ln !U �----2'6" ---1 C� 4X4 6 ' 7,.8 I N 11 .7„ _l C2X3 (R) C4X5 C3X4 Q2X3 QZX34 Q4X5 C4XQX 3 C3X4 X X3 X 3X4X 1X3 C3X4 15' 11"8 -3'8"S ----� CX5 C2�4 OVER 2 SUPPORTS R=869# W=3"8 R=1332# W=3"8 SeQ�PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i/1/7/E/-/- Rev 17.2n SCAALE100-.3750 **IMPORTANT** CLARY GIVISION OF ALPINE WARNINGTRUSSES REQUIRE EX-DEME CAPE TC LL 40 . 0 PSF AEF R732--69694 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, E-lEC':QN AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-9t BY TPI. SEE TM:S DESIGN TC OL 10 . 0 PSF DATE 03/28/94 OLC . ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY 7Pt, FOP ADDITIONAL SPECIAL PERMANENT SPACING PECLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICA-EO. TOP B C OL 5 . 0 PSF DRW USA732 9408 712 A A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER ,g C L L 0 . 0 PSF BY: E np,n�er eo Proouct A, the TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 90T-OM CHORD CONNECTORS PEP ORAwtNGS 130. 150 6 t604-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIL:NG --SEE T D T.L D, 55 .0 PS F IBOt S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S TECHNICAL UPDATE )7/t/911 FOP SUGGESTED Grana Pra lr Ie, TX 75051 SEAL ON THIS OPAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DF TH[S OUR.FAC. 1 .00 (214) 660-3940 IN ONLY. AND SMALL NOT 9E RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTPACTOP. --[PI - TRUSS PLATE INSTITUTE. NOS t99t >IAI IDHAL DESIGN SPECIFICATION FOR W000 CGNSTPUCTION SPACING 24.0" y ob: (Cx3704AC"Centex Homes Inc 3704 AFC) / F27 15'11'8 Sr42 THIS OwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) Su°MITTED BY TRUSS .MFR. OP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. (OT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( 0 - ODD PANEL ) Ln + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH J .CTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TC u1 PSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ry 0 f ' O J U7 W, --2 '6' C4X5 6'7"4 ---i--� 7' 10"12 C2X4 (R) Q4X5 Q3XA C2X4 C3X4 Q3X4 Q4X5 Q4X5 Lo + X 4X4 X4 4 X4 4X4 X CcX6 OVER 2 SUPPORTS C2 6 R=878# W=3"8 R=878# W=3"8 _T . TYP . - CLARY-V2 CRIT TPT Rev 17 .2n SCALE = 0 .3750 )(*IMPORTANT** CLARY OIYISIONOFALPINE WARNINGiRU33E3REQUIRE EXTREME CAPE IC LL 40 .0 PSF RE- 8732--69695 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. -ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 81 TPI, SEE THIS DESIGN TC CL 10 .0 P S F O A T S 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSiae BY TPI, FDR ADDITIONAL SPECIAL PERMANENT BPAC:NG RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM DUIREMEMTS. UNLE33 OTHERWISE INDICAMO. TOP BC OL 5 . 0 P S F D R W USRi732 940875/.3 A CA446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORC SHALL BE LATERALLY BRACED WITH PROPER B C L L 0 . 0 PSF By: D L Enq weeren Praq�cc., in< TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 30110M CHOPD CONNECTORS PER DRAWINGS 130. 150 R t6OA-F. OESIGN STANDARDS WITH FRCPERLY ATTACHED R'GIO CEiL:NG -- SEE TOT.L 0. 5 . 0 P S F 01 S. Great Southwest Pkwy. CONFORM W/APPLLCABLE PROVISIONS OF NDS s IPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED v^rdn0 Prair le, iX 75052 SEAL ON TM LS DRAWING APPLIES 10 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. "NISH A COPY OF THIS 0 UR.FAC 1 . 00 21A1 660-3940 IN ONLY, AND SHALL NOT' BE PELTED UPON IN ANY CTMER MAY. DESIGN TO THE TRUSS ERECTION CCNTRACTOP. A--TPI • IRUSS PLATE INSTITUTE. NDS - 1291 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIRUCTION SPACING 24 .0 joo: '(Cx3704AC--Centex Homes Inc 3704 A+C) / F25 19'4.8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00, TYP. ( O ODD PANEL ) In + 2X6 #3 HEM-FiR OR BETTER CONTINUOUS STRONGBACK. ATTACH J NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR, v J C J L.� J 2'6" j m � C 5 Xi 5 9 1"8 -_ i W---- 9' 1 "8 +IjI C2X4 (R) C5x6 C4X4 C3X4 C X4 Q2X4 Q3X4 C4X4 rX X5 I y ( ^ + 1^ W WI t-1 T'I X8 4X C X C TX'4 3X4 C 3X C4Xb C X6 l 19'4"8 -� C X6 OVER 2 SUPPORTS C2h6 R=1066# W=3"8 R=1066# W=3"S LT . TYP . - CLARY-V2 T TPT r F 1 - Rev 17.2n SCALE = 0 . 375C *)(IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSE3 REQUIRE EXTREME CAPE TC LL 40 , 0 PSF REQ 8732--69656 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CA v OEYtATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE MIB-91 BY TPI. SEE THIS DESIGN TC CL 10 . 0 P S F DATE 03/28/94 ti 1 FAILURE '0 BUILD THE TRUSS IN CONFORMANCE WITH OST28 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE G CLARY C5QNNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, top B C O L . 0 PSF DR w USR732 940?7514 • Dt+ia wn of A300a A446 GP 3 EXCEPT AS NOTED. APPLY CGNNECtOPS TO EACH FACE OF C40RO SMALL BE LATERALLY BRACED WITH PROPER B C L L 0 0 P S F B Y: D L Envneersa Pnaau.cA. :- TRUSS AND UNLESS OTHERWISE LOCATED ON THtS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS DER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T O T.L D. 55 . 0 P S F 1801 S. Great SOUtn.eSt Pk"Y. CONFORM W/APPLICABLE PROVISIONS DF MDS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGEStEO Graria Prairle, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 00 12141 660-3940 IN LNLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. f,T -TPI 'PUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DES, SPECIFICATION TION FOR GOD COHSTRUC TION SPACING 24 .0" '1/T` JDD: XX3704Aq--Centex Homes Inc 3704 A+C) / F26 19'4'8 SY42 GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 4x2 SP #2 N X**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*xx BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. UI RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 114" AT MIDSPAN. _OAD CONTINUOUS LOADS CASE SIDE L-PLF R-PLF START END CLEAR PANEL LENGTH = 02-06-00, TYP. ( 0 = ODD PANEL ) ry 0 T 135.0 135.0 0.0 19.4 0 B 10.0 10.0 0.0 19.4 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH L'7 TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO VOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BE SUPPLIED BY ERECTION CONTRACTOR. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. V (J1 L7 m C7X8 C2X4 (R C2X4 (Rl C6X8X 4X5 Q2X6 C2X6 Q4X5 Q5X§ 6X 7X T cfl + [o r X L;bXb GbX54x4 C4X4 CbXb CFjXFiC7XB 19-3-0 0 II-B C X8 C3X8 19'4"8 -� OVER 2 SUPPORTS R=1405# W-3"8 R=1405# W=3"8 'LT . TYP , - CLARY-V N CRIT TPIFi 1 F - - Rev 17,2n SCALE = 0 3750 **IMPORTANT** CLARY DIVISION OF ALPINEWAANINGTRUSSES REQUIRE -EXTREME CAPE TC LL 40 , 0 PSF REF P732--699,97BMALL MOT BE RESPONSIBLE FOR iN HANDLING. EA£CTICN ANO 4 1..�A R Y OEVIATICN FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS CESIGN TC OL 1 0 . 0 PSF D A i E 03/2S/94 FAILURE TD BUILD THE TRUSS IN CONFORMANCE MITM GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENiS. UNLESS OTHERWISE INDICATED. TOP BSC+ O L 5 0 P S F DR W USR732 94C97915 A 'l•:A al Aloft, AA46 GR 3 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE CF CHORD SMALL BE LATERALLY BRACED WITH PROPER B D L L 0 0 P S F Lq Eng_lll........ I int tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD C B Y: O L❑ CONNECTORS PER DRAWINGS 130, 190 C ISOA-F. DESIGN STANOARCS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T O T.L D. 5�J• • 0 P S r 1801 S. Great SOU tt1WlSC Pk My. CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTEO Grana Pralrle. Tx 75051 SEAL ON ,'NIS CRAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 0 0 12141 660-3940 [N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPS • TRUSS PLATE INSTITUTE, NOS 1991 NATIONAL DESIGN SPECIFICATION FDP W000 CONSTRUCTTu`N SPACING S e e a b c v e U00: (CX3704AC--Centex Homes Ir1C 3704 A+C) / F6 7*0" SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS ,MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( n = 000 PANEL ) In NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED v UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. v N tD ` O v U1 QI �---- 2' 10"8 13 2- 10"S --{ C2XCff)4 3X4 C3X4 3X4 T 0 to rim --I\/ 3X4 X4 C2X4 C X4 7 ' C x4 OVER 2 SUPPORTS C2X4 R=385# W=3"8 R=385# W=3"B PLT -. TYP . - CLARY-V2 1 R T TPT Fi F - - Rev 117 .2n SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRuSSES REOu"E EXTREME CARE TC LL 40 • 0 PSF REF P732--69698 SMALL NDI E RESPONSIBLE FOR IN HANDLING. ERECt,CN AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE MI6-91 BY TPI. SEE THIS DESIGN TC OL 10 . 0 P S F DATE O� 2 9 4 B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BPACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P BC OL 5 • 0 P S F DR W USR732 94067516 . OT.Te inn or Alolne AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PRCFER B C L L 0 0 PSF B Y: 0 L D Inq�neerea Praaucc., :ne TRUSS AND UNLESS OTHERWISE LOCATED ON TNI3 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD _ CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T O T.L D. �� 0 PSF_ 1801 S. Great southwest Pkwy. CONFORM M/aPPL'CABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGES'EO Grana Pralrle. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF ;HIS DUR.FAC. 1 . 00 12141 560-3940 IN ONLY. AND SMALL Not BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CCNTRACTOR. --TPI • TRUSS PLATE INSTITUTE. NC3 - 1991 NATIONAL DESIGN SPECIFICATION FOR 11000 CONSTRUCTION SPACING 24 •0 J00: (Cx3704U---Centex Homes Inc CENTEX HOMES 3704 UPPER) / T38 15.2-8 FLAT GIRDER THIS OWG. PREPAREO FROM COMPUTER INPUT ;LOADS S DIMENSIONS) SUBMITTED 3y TRUSS MFR. TOP CHORD 2x6 SP #1 Dense 2 Complete Trusses Required �—� BOT CHORD 2x6 SP #1 Dense _ WEBS 2x4 SP #3 : W2 2x6 SP #1 Dense: In NAILING SCHEDULE: (10o_box_nails) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 ROW @ 6" o.c .BOT CHORD: 1 ROW @ 16" O.C. w ( UPLIFT (L B) : 1450 1450 WEBS : 1 ROW @ 4" O.C. iBRG.LOC (FT) : 0.00 14.83 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS In TRUSS DESIGNED FOR 100.00 MPH WIND, 16.92 FT ABOVE GROUND IN EACH ROW TO AVOID SPLITTING. 5 ; WITH DEAD LOAD OF 7.00�PSF (TOP) AND 10.00 PSF (BOTTOM) . (1) 1/2" bolts MAY BE USED FOR 0 10o_box nails ON o 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. EITHER THE TDP OR BOTTOM CHORDS. � NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ! UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. THIS GIRDER DESIGNED TO CARRY 19-08-00 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 17-04-00 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" C.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HS610 C5X6X4 C5x6 HSE 10,1 —� 00 LLL HS6iO C4X12 HS610 15'2"8 CL X5 C3X5 fW R=5123# W=3"8 OVER 2 SUPPORTS R=5123# W=4"8 PLT . TYP. - CLARY-V2 T N CRTT TP r( F - - Rev 17 .2n SCALE = 5000 **IMPOR?ANT** CLARY OIvISiON OF ALPINE WARNINGTPUSSES REOUIPE EIITPEME CAPE TC LL 20 . 0 PSF REF 8732--69699 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEvIAtION FRCM CHIS DESIGN OR TnESE SPECIFICATIONS. OR ANY SPACING. SEE HI3-91 BY TPI. SEE THIS CESIGN TC CL 7 .0 PSF DATE O3/2B/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TRI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE CLARY CONNECTORS ARE PACE OF 20GA GALV. STEEL MEETING ASTM OUTAEMENTS. UNLESS OTHERWISE INDICATED. 109 SC OL 1 0 . 0 PSF OR W USR732 94087517 A Dt•iAton of Afoo. A4A6 GR B ExCEPt AS NOTED. APPLY CONNECTORS TO EACH FACE CF CHORD SMALL BE LATERALLY BRACED WITH PROPERB C L L 0 0 PSF B Y: O L D w. En7 tneen.. n...cA, tnn TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITICH LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 1801 S. GreaC SOU LTIWLSL Pkwy, CONNECTORS PER DRAWINGS I30. 150 6 :60A-F. DESIGN STAN'OARCS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P S F CONFORM W/ADPL'.'ABLE PPOYISIONS CF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESIEC Grano Pnalrle, Tx 75051 SEAL ON THIS ORAWIN6 APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC, 1 . 25 12141 660-3940 IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI - '.PUSS PLATE IN.9TITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING s e e above V ioo: -(CX3704U•--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T28 17'4' MSCI THIS OWG. PREPARED FROM COMPUTER INPUT (LOAOS S DIMENSIONS) SUBMITTED BY TRUSS MFF. TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 390 380 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 17.33 cn TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT A60VE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS OIMENSIONED, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, LO 0 Ia V L� 11A 15 'G 2x4 C3X8 C4X5 C5X5 C3X5 d 4.5 6 C3X6 (A 11)j 4 3 17-4-0 0- B �-• 17'7"B -� OVER 2 SUPPORTS R=732# W=3"B R=642# W=3"B PLT . TYP .- CLARY-V2 F y CRIT TPI Fl-/1/1/1/F/-/- Rev 17.2n SCALE = 0 X50^u **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF RCF 8732--69700 SHALL NOT BE RESPONSIBLE FCR IN HANDLING. EFECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC CL 7 . 0 P C F O A i_ E 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC CL 1 P S F Q R W 'JSR732 940975/9 A Owfaocn of AlRlne AAA6 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER B C L L 0 O PSF 8 Y: 0 L Q Fnq�n ae reR�gauc;a, Sne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 t '60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID C-ETLING -- SEE TOT.L D. 37 . 0 P S r 1801 S. Great SOUtT1WeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SuGGESTEO .f 1 Grana Prairie, TX 75051 SEAL ON THIS DRAWI.NG APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS DUR,FAC. 1 . 25 (2]d) 660-39x0 jN ONLY, ANO$HALL NOT S£FELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTIOn CONTRACTOR. ' --TPI TRUSS PLATE :NSTITUTE. NOS • 1991 NATIONAL D SIGN SPECSFICAijON FOR 4000 CONSTPI.'CTjON SPACING ;)A 0 J00: True Truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T33 19'8' Hip GirT1e2S M)ieB. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR, TOP CHORD 2x4 SP 02 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn Rt Slicer 2x4 SP #3: UPLIFT (LB): 460 380 D BRG.LOC (FT) : 0.00 19.42 14 TRUSS DESIGNED FOR 100.00 MPH WINO, 19.17 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REO'0 FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 53 5390 90 94 54 m2 m3 \ -m a M m�1 \ 1�2 mi3 m1 M15 m7 m8 A J mg �, m10 n� M R- 14590 R- 10070 X-3.50" A'-3.00" N 0) O W �W mm 9 1933 0-0-0 1 6-10-13 -1-4-13 5-0-0 19-8-0 C5X7 C2X3 (R) TC6X5 (E 1) 2'10"3 5 C3X4 C3X6 (A1) -71 0 5 8 C2X8 C3X9X 5-0-0 10-8-0 4-0-0 B. -4-0 19-8-0 (L- 19.8 J OVER 2 SUPPORTS R=1459# W=3"8 R=1007# W=3" Seq: 10940 ' PLT. TYP.- CLARY-V2 OESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2M SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING'PUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--69701 SHALL NOT BE RESPONS75LE FOR IN HANDLING. E»ECTION ANO OLCA.,jsjom ARY OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 03/28/94 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. 'OP SC OL 10 .0 PSF DRW USA732 94087519 PN A101ne A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPEP B Y: OL D "g,n.Arp4 4p4.c u, :ne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 • 0 PSF CONNECTORS PEP DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS AI TM PROPERLY ATTACHED RIG:D CEILING --SEE T O T,L D. 3 7 .0 PSF 1801 S. Great SOUtmMeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI, AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTED OranG Pralrfe, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FAC. 1 .2 5 1214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC-OP. .--TPI - TRUSS PLATE INSTITUTE, NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIRU0 10H I SPACING SEE ABOVE i JOD: (C -xCentex Homes Inc C£NTEX HOMES 3704 UPPER) / T32 19'8' Hip 7'S8 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L 8) : 320 220 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 In : Rt Slicer, 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WINO, :9.67 FT ABOVE GROUND n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS, w fV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. il CD 0 V UI R7 O C5X5 ( C5X5 (R) m 6 p C3X4 m C3XB (E3) C3X4 (A i) a•3 �Lu C2X4 C3X4 C5X5 (E 3) 7-0-0 6-8-0 6-0-0 OVER 2 SUPPORTS R=818# W=3"8 R=713# '�=3" ALT . TYP .- CLARY-V2 CRIT TPI F1 /1/1/1/F/-/- Rev 17.2n SCAB= = 0 . 3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES PEOUIRE EXTREME CARE TC LL 20 . 0 PSF REr 8732--69702 SHALL 140T Be RESPONSIBLE FOR IN HANDLING. ERECTION AND A R Y OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF D A E 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENtS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 hPSF DPW 1.)S;;7321.)S;;732 94087520 Oc'L., u,on at Aiotnt AA46 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER B C L L V P S F 8 Y: D L D %-1 Enq,n.....Praauau. tna TRUSS AND UNLESS OTHERWISE LOCATED CM THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 6 -.60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 37 . 0 P S F 1601 S. Great Southwest Pkwy. CONFORM W/APPLICASLE PROVISIONS CF NDS C tPI. AN ENGINEER'S *TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Gr a no Prairie• TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 25 12141 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CDNTPACIOP, --TFI TRUSS PLATE INSTITUTE. ,NOS • 1791 NATIONAL OE31GN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 .0 ;, ,D: (CX3704U--Tentex Homes Inc CENTEX HOMES 3704 UPPER) / T31 19'8" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TPUSS MFR, )P CHORD 2x4 SP #2 N : T1 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 cn at Slicer 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 20. 17 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v SUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo 0 CD J In fV C5X5 (R) C5X5 (R) m 0 Q C3 CQ X 8 ESi C3X4 (Al) 16"2 44.3 — v X4 C2X4 �, C5X5 (E I 3l 9-0-0 _�_ 2-8-0 _)_ 8_0-0 ! �— 19'8" ) OVER 2 SUPPORTS R=818# W=3"8 R=713# W=3" .T . TYP. - CLARY-V2 T R TPI F1 /1/1/1 /P/-/- Rev 17.2n SCALE = 0 .3750 *)(IMPORTANT** CLARY DIVISION OF ALPINE WARNINGIRUS6ES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--69703 SMALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND C A R Y DEVIATION FROM TMIS DESIGN OR THESE 'SPECIFICATIONS. OR ANY BRACING, SEE 4I0-9t BY TPI. SEE THIS DESIGN TC OL 7 . 0 P S F D A T E 03/2,9/94 FAILURE TO BUILD THE tRUS3 IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. tOP B C D L 1 0 . 0 PSF DR W USR732 94087521 A Of.tafon al Alofne AM46 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER i'p"e1r4 Pra4uc u, Inc TRUSS AND UNLESS OTHERNISE LOCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD B C L L 0 . 0 P S F BY: 0 L D^ ' - ` CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 P S F )1 S. Great SOU[tlwe5t Pkwy. CONFORM W/APDL:CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTED lranC Pr31rle. TX 75051 SEAL ON THIS ORA-tNG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH13 DUR.FAC. 1 . 2 5 1 1 (2141 650-3940 IN ONLY, AND SMALL NOT BE RELIED UPCN IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W- v -TPI - 'PUSS PLATE INSTITUTE. NDS - 1991 NATIONAL OESI GN SPEC:FICAt ION FOR WOOD CONSTRUCTION SPACING 2 4 .0 goo:'=3704c--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T30 19'8' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTEO 5Y TRuss MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 LO : Rt Slicer 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 20.51 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Tv A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo il 0 co J In (ll fV C4XQ m C2X4 C2X4 t0 6 C7 U7 C3X4 "3X8 (E3) _ C3X4 (Al) Vi o 4.3 C3X8 II C5X5 (E3) 10-4-0 9-4-0 J 19 '8" OVER 2 SUPPORTS R=818# W=3"8 R=713# W=3" PLT . TYP ,- CLARY-V2 p F 1 F - - Rev 17.2n SCALE = 0 . 3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING;RU55E5 REQUIRE EXTFc E CARE TC LL 20 , 0 PSF REF 8732--59704 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTTCN AND '7 CC ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY tPI. SEE 7.4:5 DESIGN TC DL / • 0 PSF DAT E 03/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY tPI. FOR ADDITIONAL SPECIAL PERMANENT ?FAC;NG RE CLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTR QUIREMENTS. UNLESS OTHERWISE iMDICATED, TOP BC OL 10 . 0 P5F DRW USR7�2 94087522 :n,icn •r .SP ine A446 GR B EXCEPt AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WiTn PROPER B C L L 0 0 P C F B Y: D L D En.:neer+n........ 1n� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY Att ACHED PLYWOOD SHEATHING, BOTTOM CHORD 61 CONNECTORS PER DRAWINGS 130, 150 6 SBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE;L:NG -- SEE T C 7.L D. 3 7 . O F'�F tSOi S. Great SOuthWest Pkwy. CONFORM N/APPLICA8LE PROVISIONS OF NDS S IPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTE^_ GranaPrairie, Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY CF THIS D U R.FAC, 1 . 25 I� 121+11 66G-3940 IN ONL r, ANO SHALL NOT BE RELIED UPON 114 ANY OTHER WAY. DESIGN TG THE TRUSS ERECTION CONTRACTOR, V -'PI • TRu45 PLATE :NST1%.E. NOS - 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC':DN SPACING 24 .0 Job: True truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T34 5' End Jack GNOtSrOWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) Su8MITTEO BY TRUSS MFR. ti TOP CHORD 2x4 SP 02 Dense SPECIAL CONNECTION/HANGER FOR 636.31# REACTION AT RIGHT END. x BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP 1#3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Cn UPLIFT (L B) : 200 260 BRG.LOC (F T) : 0.00 4.75 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WIND, 19. 17 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru THIS GIRDER DESIGNED Ta CARRY 12-08-00 FRAMING TC/BC SPLIT 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER UD SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Z' MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m V Ln (U tAJ C2X3 6 C7 CT1 O r-, CV C3X4 (A 1) fa 4'3 5 C2X OVER 2 SUPPORTS R=720# W=3"S R=636# W=3" SEC: 10932 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/i/1/E/-/- Rev 17.2m SCALE - 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRD55EB REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69705 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND eLcA.,-O� ARY DEVIATION FROM THIS DESIGN OPTHESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DDESIGN TC DL 7 .0 PSF DATE O3/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .ICLARY CONNECTORS APE MAO! OF 200A QALY. STEEL MEETING 4STM OUIPEMENTS. UNLESS OTHERWISE :NDICATEO. TOP BC DL 1 0 . O PSF RW USP732 94087523 If AIR— A446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER n' ¢na,—to "-ct., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD A- r CONNECTORS PEP DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PPOPEPLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 P SI i� 1601 S. Great Southwest Pkwy. CONFORM W/'PPL ICABLE PROVISIONS OF HOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED ✓ Grana Pralrll, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D uR.FAC. 1 .2 5 (214) 660-3940 IN ONLY, AND SHALL NDi aE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI • TRUSS PLATE INSTITUTE, NDS 1991 NATIONAL DESIGN SPECIFICATION FOP WOOD CONSTRUCTION SPACING SEE ABOVE Jo0:`(CX3704f;-<Centex Hames Inc CENTEX HOMES 3704 UPPER) / T36 13'8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TFUSS MFa. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 240 240 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13.38 TRUSS DESIGNED FOR 100.00 MPH WINO, 19.63 FT ABOVE GRCUNC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" C.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 m v In N Ulll C4X4 m 6 J YC2X4 (A1) C2X4 (A1) 4"3 X4 6-10-0 _I_ 6-10-0 I 13'8" -) OVER 2 SUPPORTS R=581# W=3"8 R=581# W=3"8 PLT . TYP. CLARY-V2 N CRTT TPI Rev !7 .2n SCALE - 0. 37F0 **IMPORTANT** CLARY OIVISION OF ALPINEWARNINGT RUSSES REQUIRE EXTREME CARE TC LL -0 . O PSF REr 8732--69707 SMALL NOT BE PESPONS:SLE FOP IN HANDLING, -e PECTICN AND C A OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THI3 DESIGN TC OL 7 . O P S F D A E 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GS-ea BY TPI. FOR ADOITIONAL SPECIAL PERMANENT BPAC:NG PE CLARY CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC 0L 1 0 . O PSF D R W USR732 94097525 A Ot.Ilion of AIP,ne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER (� I r ncerep""— I e TRUSS AND UNLESS OTMER'WISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 90TTOM CHORD BC LL O • O PSF BY: OLD CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANGARGS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 37 . O P S F 1901 S. Great SOu LTlweSt pkwy. CONFORM W/APPLICASLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOP SUGGESTED Grana Prairie. TX 75051 SEAL ON THIS CRAWING APPLIES TO THE COMPONENT OEP::TED MERE DRYWALL APPLICATION. FURNISH A COPY OF THISOUR. ) i (z:4IN ONLY, ANO $MALL NOT 3E PELTED UPON i ee0-3eao IN ANY OTHER AAY, DESIGN TO THE TRUSS ERECTION CCNrRACTOR. FAC. 1 . 25 y --tPl TRL53 PLATE :NST ITUTE. NCS • :991 NATIONAL DESIGN SPEC:FICATION FOR NCOO CONSTRUCT:ON S P A C I NG 24 .0 UOo: (CX3704 - Centex HomeS Inc CENTEx HOMES 3704 UPPER) / T35 12'8" Common THIS OHG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRuSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L 6) : 200 200 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.42 n : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAO LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTQM) . SPECIAL CONNECTION/HANGER FOR 478. 10# REACTION AT LEFT END. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. fU MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ;O Z' 0 A.; C4X4 m 6f CT1 m C3X4 C3X8 (E3) C2X4 (A1) T 4 3 10 3 1 D2X4 6-10-0 5-10-0 C5X5 (E3 OVER 2 SUPPORTS R=478# W=3" R=459# W=3" PLT. TYP .- CLARY-V2 CRIT TPI Fi + - - Rev 17.2n SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTPENE CARE TC LL 20 . 0 PSF REF 8732--69702 SMALL 1107 BE RESPONSIBLE FOR IN HANDLING, ERECTION AND -7 C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECI, ICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC CL / . 0 PSF DATE 03/28/94 FAILURE t0 alllLO THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF D R W USR732 94067526 O�.:Asgn al AlPsne A416 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SRAC£0 WITH PROPER Engsneereo Praqutsa, ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . O P S F BY: OLD CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RICID CEILING -- SEE TOT.L D. 37 . O P S F 1801 S. Great Southwest PkWy. CONFORM W/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S TECHNICAL UPDATE I7/t/911 FCR SUGGESTED Grano Prairle. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 2 5 (214) 660-39AO IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHEP WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. _ (� -TP[ • TRUSS W ATE SNS tIiUTE. NDS - 3991 NATIONAL IL SPEC iF ICAtION FOR W000 CONSTPUCTi O.N SPACING 4 D