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Permits 1685 Linkside Ct N (vault folder) JOB ADDREYS 4�2 95' TYPE WORK PROP=owmx EpHoNEf - Flo? 9 coivmc!ToRs� �MEPHOM aV4.;2 PMUIMN17MM,9A. JS:2�_DA .MPEMONS. FOon7VG 1910 nZBE" Ll= FRAMMICOVER UP ' IMULA170N PW,,aBUJZD,WG C7.R=CATE OF OCCUPANCY Ef MC4L PFIL41M INSPECTIONS ROUGH FlX4L AdECUAMCAL PER311" iNSPEC770AS ROU6H FEVAL PLL31BLVGPERAMV LVSPECTIONS ROUGHIVNDER SLAB TOPOUT WATEMSEWER FINAL NOTES. ADDRESS- BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP 9 INSULATION q FINAL BUILDING -c(- Y CERTI FICATE OF OCCUPANCY ELECTRICAL PERMIT INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # 3y PLUMBING PERMIT # NOTES: TRUSS SPECIFICATIONS FOR CENTEX HOMES 3705 A M CX3705A TRUE TRUSS INC. lie 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 2 1 H-23, for each component design only. DRAWING NUMBER DATE USR732 94223516 08-11-1994 USR732 94223517 08-11-1994 USR732 94223518 08-11-1994 USR732 94223519 08-11-1994 USR732 94223520 08-11-1994 USR732 94223521 08-11-1994 USR732 94223521-L B-11-1994 USR732 94223522 08-11-1994 USR732 94223523 08-11-1994 USR732 94223524 08-11-1994 USR732 94223525 08-11-1994 USR732 94223526 08-11-1994 USR732 94223527 08-11-1994 USR732 94223SZ8 08-11-1994 USR732 94223529 08-11-1994 .......... USR732 94223530 08-11-1994 C N T LINk--s D6 ^1 D st� -23 14 ' T. T3 t t 00 T5 (Y) Ln LO T2A T16t TG t T22 Till ru 2 1 16 JOB: Centex Homes Inc LOC, 3705 A M #1-7 DESIGNER: TCC Job: (CX3705A--Centex HOmell Inc 3705 A M) T1 14' SPECIAL THIS OWG, PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SusmITTED BY TRUSS 14F TOP CHORD 2X4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB)* C WEBS 2x4 SP #3 BEARING LOC. (FT) 93 PLF In TRUSS DESIGNED FOR 100.00 MPH WIND 5.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) A�0110.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. lu LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 (01) EXCEPT AS NOTED. ELEMENTS TO TRANSFER WIND LOADS TO THE CEILING. AND ROOF to DIAPHRAMS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. J6 SEE LIBRARY DRAWINGS 119216 SHEET I OF I AND #9087 SHEET MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. fu To THROUGH 10 FOR ALL GABLE BRACING DETAILS. w Ln C5XB 6 F,;- LD CY) /0,2)�4 X5( CA R),/ C3X8 (01) 3X8 (01) T 3 14' 7-0-0 7-0-0 F 5-6-0 7 3-0-0 7 5-6-0 14' TRUSS MUST HAVE CONTINUOUS BEARING. .ELT. TYP.- CLARY-V2 FL/I/I/O/E/-/- 2i Seq: 12�36 OESIGN CRIT TPI Rev__17.. SCALE .5000 x*IMPORTANT** CLAAY DIVISION OF ALPINE WARN I NGTFIussEs RE0uIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96564 SHALL Hof K RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION% OR ANY BRACING. SEE HIO-21 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST"BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY COWCIORS ARE MADE OF 2GGA ITALY. STEEL MEETING A57N QUIAEMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94223516 CC,L.161�ft Of AI,,j,,* A446 OR 8 EXCEPT AS NOTED. APPLY CONWC7ORS TO EACH FACE OF CHORD SHALL BE LAFEAALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AfTACHEO PLYWOOD SmEAfmlmG. Bottom CHORD BC LL 0 .0 PSF BY: TCC,4-,;;; 1--i CONNIECIORS PEA DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great Sout""T"t PkWV' CONFORM W/APPLICABLE PROVISIONS OF NOS f IPI� AN ENGINEER's TECHNICAL UPDATE TOT.LO. 37.0 PSF OUt'"*%t Nw]' (7/1/2tl FDA SUMSTEO -. I Gr nO P r I X 75051 SEAL ON THIS DRAWING APPLIES to THE COMPONENT DEPICTED HERE 04YWALL APPLICATION. FURNIISM A COPY OF THIS 214) 660-3940 IN ONLY. AND SHALL hot BE RELIEO UPON IN Amy OTHER MAY I DESIGN 70 THE TRUSS ERECTION CONTRACTOR. kl)U�R.�FA C 1 .25 .--tPI - TRUSS PLATE INSTITUTE. NOS * tggf NATIONAL DESIGN SPECIFICAIIDN FOR WOOD CONSTRUCT ON SPAj NG��24 Jot): (CX3705A--Centex HOIR85 InC 3,105 A M) / T24 37' SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14FA. TOP CHORD 2x4 SP #2 N : T3 2X4 SP 02 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 Sp #2 N MWFRS UPLIFT (LB): 430 420 WEBS 2X4 Sp #3 BEARING LOC. (FT): 0.00 36.71 U) 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 OR FULLY OPEN BUILDING. U) NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) IX4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TO AND ERECTION OF TRUSSES. SEE "WARNING* NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED To THE BOTTOM CHORD. Ul 14 C x T3 C3X4 C5X5 (A) C2X4 0 C5X5 (A) 6 p;- 3X5(Al) C3X5(Al) _F 2- =3 5X8 C5X5 C4X8 C2X4 37' I L-4 20-6 1-0 37-0-0 16-6-0 L-4 it) 37' OVER 2 SUPPORTS R-1445# W-3"8 R-1445# W-3"8 Seq: 12316 'LT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/F/-/- Rev 17.2i SCALE = 0. 1875 x*IMPORTANT** CLARY OIVISIOMOF"INE WARN I NGIA's ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF A732--96565 SMALL NOT BE RESPONSIBLE FOR N =INC. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICA110M OR ANY BRACING. SEE Hla-21 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE Wt T"OSTIMI BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF POGA GALY. STEEL 14EEIING ASIM QUIREMENTS. UNLESS OTHERWISE INOICAND. top BC OL 10 .0 PSF DRW USR732 94223517 CC,L..... A446 G 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or CHORD SHALL BE LATERALLY BRACED WITH PF40PER TRUSS:ND UNLESS OTHERWISE LOCATED ON THIS DESICK POSI710M LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0. PSF By: TCCg, v ,Sol S. Great southwest PpWY, CONNECTORS PER DRAWINGS t3O. 150 9 ISOA-F. DESIGN SIANOAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF 7 CONFORM W/APPLICAIILE PROVISIONS OF NOS&IF-1. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUVASIED Grano Prairie* TX SOSI SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MAE DRYWALL APPLICATION FURNISH A COPY OF THIS 1214) 660-3940 IN ONLY. AND SHALL NOT 13C RELIED UPON IN ANY OTHER WAY. I DESIGN 70 THE TRUSS ERECTION CONTRACTOR. LDUR.FAC. 1 .25 -__1PI - TRUSS PLATE INSTITUTE. NOS- t99t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIRUCITON I SPA ING�� 24.0" J0b: (CX3705A--Centex HolfteS Inc 3705 A M) / TS 37' SPECIAL THIS OWS. PREPARED FROM COMPUTER INPUT ILOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFAS UPLIFT (LB): 430 420 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 Ln TRUSS DESIGNED FOR 100.00 MPH WIND 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) A�D 10.00 PSF (BOTTOM) . _j RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fu (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING b, SUITABLE SUPPORT BY ERECTION CONTRACTOR. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. fu to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ED C3X8 4 C5 C5X5 C3X4 6 p;- 3X5 (Al) C3XA---- C5X5 C3X5 (Al) 2' =3 7X8 4 37' 20-6-0 16-6-0 I L-4- 37-0-0 L-4 it) 37' OVER 2 SUPPORTS R-1445# W-3"8 A-1444# W-3"8 Sew 12251 PLT. TYP.--CLARY-V2 -DESIGN CRIT TPI FL/l/i/O/E/-/- Rev 17.2i SCALE = 0. 1875 x*IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGAussEs"Ou"'EXTREME CARE TC LL 20 .0 PSF REF R732--96566 $HALL 140,BE AESPOWIDLE FOR N NOODLING. ERECTION AND DEVIATION FAD" THIS DESIGN OR THESE SPECIFICATION11. OR ANY BRACING. SEE HIS-21 BY 7PI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 L ARY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSISS BY tPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CL AAY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94223518 CC,L.�-100,0# A101h, A446 OR a EXCEPT AS%DIED. APPLY CONNECIORS 10 EACH FACE OF OWD SHALL BE LATERALLY BRACED WITH PROPER w TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGhL POSITION LY All'ACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: TCC,4' 1801 S. Great southw CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATIACHEO Plato CEILING -- SEE TOT.LD. 37.0 PSF *'t PT`WV CONFORM V/0PLICABLE PROVISIONS OF NOS& IPI. AN ENGINEER*8 TECHNICAL UPDATE (7/t/211 FOR surmsteo Grand Prairie. 7x 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 Jim ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE 7AMS EAECtl OR. FMS;w 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD --tPI O"Z TRUSS PLATE IMSTItUfE. M_I SPACING 24 JOb: (CX3705A--Cent0X HO01411S InC 3705 A M) T14 37' SPECIAL THIS DWG, PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. 130T CHORD 2X4 SP 02 N MWFRS UPLIFT (LB): 200 410 280 WEBS 2X4 SP #3 BEARING LOC. (FT): 0.00 13.71 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AW 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fu NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) IX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND ERECTION OF TRUSSES. SEE 'WARNING* NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A t. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ru MUST BE PROPERLY ATTACHED To THE BOTTOM CHORD. ru CONTRACTORS WARNING: w SHIM ALL SUPPORTS TO SOLID BEARING. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS Ln AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. to c X4 (A) (A) 5X5 C5 C) C3X4 C3X4 (Al) Is _F C3XB Cfl 5 C3X4 (Al) C X5 C5X12 2' =3 C3X4 13* 10"4 20-6-0 LX4 23' 1"12 16-6-0 1 L-Tt 5-6-0 _-73-0-0 1— 5-2-8 O—_71-78 23-0-0 1 L-4-z6 37' OVER 3 SUPPORTS R-564# W-3"8 R-1403# W-3"8 A-922# W-V8 Sew 12428 ?LT. TYP.— CL_ARY—V2 DESIGN CRIT TPI FL/I/I/O/F/—/— Rev-17,21 SCALE = 0. 1 XXIMPORTANTXX CLARY 011'slak OF ALPINE WARN I NGTRmslEs A"GuIRE Ex""CARE TC LL 20 .0 PSF REF A732-96567 $MALL NOT BE RESPONSIBLE FOR N KV40LING. ERECTION AND DEVIAtION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IN. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOO BY IPI, FDA ADDITIONAL SPECIAL PERMANENT OWING AE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING A57M OUIREMENtS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USF173294223519 0C.L.a ion�ot�Ajpjnojm A446 OR 0 EXCEPT AS NOTED. APPLY COMMECIORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER to. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD"AIMING. 80110H CHORD BC LL 0 .0 PSF BY: TCC/11 CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 T PSF 1801 s. Great Southwelt Pkwy. CO DAN W/APPLICAOLE PROVISIONS OF RDS 9 TPI. AN ENGINEER'S IECmNICAL UPDATE (711t9l) FDA SUGGESTED Gpanu P,.,r I e, TX 75051 SEWAL ON THIS DRAWING APPLIES 10 INC COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FAC. 1 .25 214) 660-3940 IN ONLY. AND SMALL NOT BE AELIED UPON IN Amy OTHER WAY. IDESIGN 10 THE IRUSS ERECTION CONTRACTOR. W/ .--TPI INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CCNSTRUC TION A -- I - I lSPACING_____ 24.0" Job: (CX3705A--Centax HOmOs Inc 3705 A M) / T4 7* ENO JACK GIRDER THIS OWG. PREPARED FROM COMPUTER IMPUT (LOADS Z OlmEmSIONS) SUBMITTED BY TRuss 14FR TOP CHORD 2X4 SP 02 N SPECIAL CONNECHONMANGER FOR 1406.44f REACTION AT RIGHT END. BOT CHORD 2X6 SP SS WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFAS UPLIFT (LB): 340 450 BEARING LOC. (FT): 0.00 6.71 TRUSS TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 00 NOT USE WITH PLASTER CEILING. (L/CIL: 343.32 L/dT: 194.41) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. THIS GIRDER DESIGNED TO CARRY 21-00-00 TRUSSES FRAMING TO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT ru MUST BE PROPERLY ATTACHED To THE BOTTOM CHORD. FROM OTHER SIDE. ru w LIT ru C2X4 cr) C3X4 (Ai) ---r- 4'3 7' OVER 2 SUPPORTS C3X4l R=1534# W-3"8 R=1406# W-3"8 PLT . TYP. OESIGW Seq: 12363 CL-ARY-V2 -CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCALE, = 0.5000 MMIMPORTANT*M CLARY DIVISION OF ALP,mE SES REQUIRE EXTREME CARE BE RESPONSIBLE FOR WARN I NGT`U` TC LL 20 .0 PSF REF A732--96568 SHALL NOT k MANGLING. ERECTION AND — CLDEVIATION FROM THIS DESIGN on THESE SPECIFICATIONS. OR ANY BRACING. SEE HIR-91 BY IPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 11/94 ARY FA ILUR 10 BUILD THE TRUSS IN cowoRmANct WITH ostes BY ipi. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM GUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94223520 A440 GA 0 EXCEPT AS MOVED. APPLY CONNECIORS TO EACH FACE OF CHOW SMALL BE LATERALLY BRACED WITH PROPER EIG TRUSS AND UNLESS OTHERWISE LOCATED 014 THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: TCC CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WIth PROPERLY ATTACHED RIGID CEILING -- SEE ISO, S. Geat SoUttiweat PkWV- CONFORM MIAPPLICABLE PROVISIONS OF 14DS& TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/211 FOR SUGGESTED TOT.LD. 37.0 PSF Gr nd Prair I e. 7x 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN 10 THE I E CIIO*CONTAACIOO.� DUR.FAC. 1 .25 ---TPI - TRUSS PLATE INSTITUTE. --NDS- 1991 NATIONAL DESIGN SPECIFICA710M MM�. ,I. ISPACING -SEE ABOVE Job: True Truss (CX3705A--Centex Homes Inc 3705 A W) / T2 37' SPECIAL GIRDER THIS DWG. PAEPARED FROM COMPUTIER IWPU7 tLOAOS 4 OlmENSIONS) SuBmITTEO BY TAuss mFR. TOP CHORD 2xA SP #2 N : T2 2x4 SP #2 Dense: PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #1 Dense MWFRS, UPLIFT (LB): 570 940 200 C: WEBS 2x4 SP #3 : WjO 2x4 SP #2 N: BEARING LOC. (FT): 0.00 30.04 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) A�D, 10.00 PSF (BOTTOM) . -4 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w Aj 7 SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD(S) TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (D 7 (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS To A ru SUITABLE SUPPORT BY ERECTION CONTRACTOR. w Ln NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SEE USR732 94223521-L FOR ADDITIONAL LOAD INFORMATION. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C 3X4 C3X 6X6 2X4 (A) (A) (A) (A) 0 C5x A) in 3X5(Ai) M _T C3XB (Al) C6xl2 2. �3 C5X8 C4X6 6 30 O"S 6 11-a I L-4t 20-6-0 37-0-0 16-6-0 kO 37' OVER 3 SUPPORTS R-1732# W-3"B A-2928# W-3"S R-407# W=3"S Sew 13583 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.21 SCALE - 0. 1875 **IMPORTANT** cLmY DIVIsIONOFALPINE WARNING"I'luss"S REQUIRE EXTREME CARE TC LL 20.0 PSF REF R732--96569 SMALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIXIIOH DA OR ANY BRACING. SEE tits-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 08111194 LI LARY L FAT UAE TOFl0%UIL0lHlTSEOESUlG5N OIRN TCVO*WSEGASKp4hECCEIFWICIAItHtogNSStV8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS XPEMADE Of 264A GALY. STEEL MEETING&STK GUIRENEHIS. UNLESS OTHERWISE INDICATED, 70P BC USR732 94223521 DL 10.0 PSF ORW A 01-1-Of Al,,.* A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF CHORD SMALL BE LATERALLY 8AACED WITH PROPER ,9_-4 O's-tts' I- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly &TIACHED PLVWOOO SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF iy. TCC,4r-,F- Great sout-est Pkwy. CONNECTORS PEP DRAWINGS 130. 150& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 .0 PSF IT S. CONFQF44 W/&PPLICABLE PROVISIONS OF NDS& IPI AN ENGINEER'S TECHNICAL UPDATE (7/l/Sit FOR SMUSTEO Gra d prairie, Ix 75051 SEAL ON THIS DRAWING APPLIES to tMe CompomEmT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 21 1 60 In 4 6 -3940 IN ONLY. SMALL HOT BE PELTED UPON IN ANY OTHER Will. L SIC4 to ME I PUSS ERECT I ON COMPACTOR- �OUR.FAC. 1 .25 -TPI - TRUSS PLATE INSMUIE. NOS . 1991 HATI HAL OESIO MC417iZAtIO! SPACING 24.0* _�()R WOOD COMStALJCIION l5ta-LQaQ%jj tQF 1,251 JSpC 24,001 IPIle, 11(POF-1,151 lupLIFy#2)IDF 1.331ISpe 24.00)tPlta. ll[RGF'l 151 4 4 o'2 7 4 7 a 7 a 1 3 4 R 290 A- 4010" A Isf Aek sto all 412 a13 .50, W-3.50' ---.a .10 50, R. 1732# o� 0-3,50' .107 1071ag it I -D 31 21!2-0 304-0 30!0-8 0 THE LOADS SHOWN ON THIS DRAWING THIS MAKING REPRESENTS It* DESIGN CRIT: REF A732-96569 r---')()(IMPORTANT)(* REPRESENT INDIVIDUAL LOAD CASES WARNING LOAM APPLIED 10 THE I RUSS 1 APPLIED TO THE TAUSS SHOWN ON DRAWING IXUSA132 9422352t. AND DOES NOT INKY THAT SUCH LOAM REFLECT TC LL PSF DATE 08/11/94 :)THE TRUSS SHOWN ON THAT DRAWING WAS ANALYZED FOR EACH LOAD THE ACTUAL DESIGN LOADS REQUIRED TO COMPLY 3 CASE SEPARATELY. SEE DRAWING TXM732 94223521 FOR LUMBER, NITH CODE REQUIREMENTS. RESPONSIBILITY FOR TC DL PSF DRW TXUSR732 94223521-1 r--- PLATES, WARNINGS, AND OTHER INFORMATION NOT SHOWN HERE. SUCH COMPLIANCE LIES WITH THE BUILDING N ENGINEER'S SEAL ON THIS DRAWING INDICATES ONLY THAT THE DESIGNER ANWOR ENGINEER OF RECORD. BC LL PSF T)(-ENG QMPDNENf SHDON ON TXUSR?32 9422352t HAS BEEN ANALYZED FOR 13C DL PS THE LOADS SHOWN HERE. TOTAL PSF C= SEE 091,1(ING IKUSPI732 94221521 FDR tUMBER. PLATES, AND OTHER INFOWATION NOT W14H t4EPE. SPACING: See tirw Job: (CX3705A--Centag Homes Inc 3705 A M) / T7 8' COMMON GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS mFR. fOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2X4 SP 02 N MWFAS UPLIFT (LB): 200 200 c WEBS 2X4 Sp 13 BEARING LOC. (FT): 0.00 7.71 cn 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) . FRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. TAT ru RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOTTOM CHORD FROM ONE SIDE AND 01-00-00 FRAMING TC/BC SPLIT to FROM OTHER SIDE. b. lu ri w LA ru A) C T 'bX4 (Afl 2X4 (Al) ---r 4'3 u C2X4 4-0-0 4-0-0 OVER 2 SUPPORTS R=570# W-3"B R-570# W-3"8 Seq: 12293 —T TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev--17.2i SCALE - 0.5000 xxIMPORTANTxx CLARY DIVISION OF ALPINE WARN INGTIR"s REQUIREEEXTREME CARE TC LL 20 .0 PSF REF R732--96570 SHALL NOT BE RESPONSIBLE FOR N HANGLtMG. SECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY IPI. SEE THIS DESIC44 TC DL 7 .0 PSF DATE All 1194 ARY F41LURE 10 BUILD THE TRUSS IN CONFORMANCE WITH QStS8 By IPI. FOR AMMONAL SPECIAL PERMANENT BRACING FIE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASIN GUIAEMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94223522 �cc'L. Alca"t A446 CA 5 EXCEPT AS NOTED. APPLY ComNEC10M TO EACH FACE OF CHORD SHALL BE LATERALLY SAACED With PROPER fma"—r'd TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PGSIIIOM LY All'ACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: T-q—c fi f- CONNECTORS PER CRAVINGS 130. 150 t ISOA-F. DESIGN STANDARDS WITH PROPERLY AIIACHED RIGID CEILING --SEE iOt S. Great soutri-est Pk". CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/91) FOR SUOUSTCO TOT.LO. 37 -T PSF Gr ano Prairie. YX 75051 SEAL ON THIS DRAWING APPLIES 10 IKE CDmPoNENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY Of INIS DUR.FAC. 1 .25 (214) 660-3940 1 IN ONLY. A"SHALL NOT BE AELIED UPON IN ANY OTHER WAY- DESIGN 11 IrNE It CLI.ON I IIRTACIDA. t—. rPI - TRUSS PLATE _; i ims5rurc. Nos- t9gi NATIONAL DESIGN SPECIF C FDA 25 C A. ON SPACING SEF ARnVF Job: (CX370SA--Contex Homes Inc 3705 A M) T9 21' HIP GIRDER 7'S8 THIS OWG, PREPARED FROM COMPUTER INPUT [LOADS C DIMENSIONS) SUBMITTED By TRUSS gF "I----------— TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2X4 SP #2 N MWFAS UPLIFT (LB : 510 510 C: WEBS 2X4 SP #3 BEARING LOC. (FTi: 0.00 20.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. �SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD(S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. AD, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. lu ri W Ln ru Li T C6X C3X4 C C76 (A I) 3X6(Al) CSX6 C3X6 455# 455# —21 # 7-0-0 7-0-0 7-0-0 f-�:4-zl 21-0-0 4 21 ' OVER 2 SUPPORTS R=1612# W=3*8 R=1612# W=3"8 Seq: 12389 PLT. TYP. CLARY-V2 DESIGN CRIT TPI FL/l/j/O/F/-/- Rev 17.2i SCAL-F--- 0.2500 x*IMPORTANT** CLAAY 0—slo"OFALP'N" WARN I NG,'PA$Es""Oul"Ex"""'CARE TC LL 20 .0 PSF REF A732--96571 S"A"L 401 Be RESPONSIBLE FOR N HANDLING, ERECTION AND DEVIATION FRON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY IPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 08/11/94 ARY FAILURE to auto THE TRUSS IN cowonmANce WITH ostes ey tPt. FDA ADDITIONAL SPECIAL PEANANENT BRACING RE CLAR CONNECTORS ARE 14ADE OF 20GA GALV. STEEL MEETING ASIW QUIREMENIS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 94223523 CC�L.—�D-jaf' Alolat A446YGA 0 EICEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED NIIH PROPER --'- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OEStGK PUSITION LY ATTACHED PLYWOOD SHEATHING. 90110"CHOW BC LL 0 .0 PSF BY: TCC A CONNECTORS PER DRAWINGS 130. ISO 6 IGOA-F. DESIGN STANDARDS WIT"PROPERLY ATIACIED RIGID CEILING-- SEE 37.0 P S3 JF 1801 S. Great southwest Pkwy. Co TOT.LD. 7 WORN W/APKICABLE PROVISIONS OF NOS 9 IPI. AN ENGINEER'S IECW41CAL UPDATE (7/02t) FOR SUGGESTED Grano Prairie. Tx 5051 SEAL ON THIS DRAWING APPLIES to THE ookPONENT DEPICTED HERE DRYWALL APPLICATION FURHISH A COPY OF THIS OUR.FAC. 1 . 25 (214) 660-3940 IN ONLY. AND SHALL Nor BE RELIED UPON IN ANY 0 7 DESIGN 10 THE TRUSS EAFCftON CONIRACIOR. UTE. NOS- 1991'lt ABOVE —! rpf - TRUSS PLATE INSIlt ATT��DESIGN SPECIFICA71ON FOR WOOD CONSTRUCTION SPACING -SEE tv Job: (CX3705A--Centex HoIlles Inc 3705 A M) / T10 21' HIP 9*S8 THIS DWG. PAEP��.FpOj COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED By TRUSS mFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 02 N MWFAS UPLIFT (LB : 280 280 1= WEBS 2x4 SP #3 BEARING LOC. (FTI: 0.00 20.71 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 0.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. Li ri A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO th. ru Pi W Ln ru C5X5 C5X5 T C2X4 2X4 0 6 p;- C3X4 (Al) C3X4 (Al) 5 C3X8 21 ' 9-0-0 3-0-0 9-0-0 1-_4-�O 21-0-0 -_4 21 ' OVER 2 SUPPORTS R-853# W-3'8 R-853# W-3"8 Se 12 78 'LT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rey 17.2i SCAKE - V 2�00 xxIMPORTANTxx CLARY OIVIIION OF ALPINE WARN I NG',"'Es REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96572 SMALL Not BE RESPONSIBLE FOR N KANDLINM ERECTION AND DEVIATION FRO14 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 By IPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 013/11/94 ARY FAILURE TO BUILD THE TRUSS JN CONFORMANCE WITH OST86 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECIOAS ARE MADE OF 200A GALY. STEEL MEETING ASIM 4UIPEMENIS. UNLESS OTHERWISE INDICATED. IOP BC DL 10.0 PSF ORW uSR732 94223524 &II-Ing 4446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OES90K POS171ON LIT ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: TCC/1 r CONNECTORS PER DRAWINGS 00. ISO& ISOA-f� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE mi s. Great southwest Pkwy. coNFoRK w/AppLICABLE PROVISIONS OF Nos& IPI. Am ENGINEEA'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED TOT.LO. 37 .0 PSF Gr and Prairie, Ix 75051 sm om THIS DRAWING APPLIES to THE compoNEmr DEPICTED MehE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. ------- t991 NAItONAL DESIGN SPECIFICATION FOR NOOID CONSTRUETION --i -__ ISPACING 24.0" fv% Job: (CX3705A--Centex Homes Inc 3705 A M) T11 21' COMMON THIS-OWG. PREPABEO FRO t C014PUTER INPUT [LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS kFA. TOP CHORD 2X4 Sp 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFAS UPLIFT (LB)'. 270 270 c: WEBS 2x4 Sp #3 BEARING LOC. (FT) 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WINO,,i5.0O FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) A 10.00 PSF (BOTTOM) . `4 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru ru w L11 ju Ln C4X4 C2X4 2X4 C3X4 (Al) 3X4 (Al) c5X5 C3X4 2V 10-6-0 1 10-6-0 J 1 Z4--�O 21-0-0 1--4H 21 ' OVER 2 SUPPORTS R-853# W-3'8 R-853# W-3"8 Seq: 1238 :)LT. TYP.- CLARY-V2 OESIGN CRIT TPI FL/i/I/O/E/-/- Rev 17.2i SCALE - 03500 xxIMPORTANT*x CLAAY Olv1s10h0F ALP'NE WARN ING"uss"s REQUIRE EXIAE.E CARE TIC LL 20.0 PSF REF R732--96573 SMALL NOT BE RESPONSIBLE FOR I N HANDLING' ERECTI ON AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE OB/11/94 ARY FAILURE TO BUILD THE T"S IN CONFORMANCE WIT"OSTIM11 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV STEEL MEETING ASIM QUIAEMENTS. UNLESS OIMERWISE INDICATED. top BC OL 10 .0 PSF ORW USR732 94223525 0c,L.v1m&vn of Ajoj� A446 OR 8 EXCLPI AS NOTED. APPLY CONNLCIOI4S TO EACH FACIE OF CHORD SMALL BE LAIERAI.LY BRACED WITH PP40PLA TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. P05171ON LY ATTACHED PLYWOOD SHEAIMING. 130110H CHORD BC LL 0 .0 PSF BY: TcCAF — CONNECTORS PER DRAWINGS t3O. 150& ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE tool S. Great soutnwest PkWV, CONFORM W/APPLICA9LE PROVISIONS OF MOS a 7PI. AN ENGINIEER'S TECHNICAL UPDA (7/t/91) FOR SUGGESTED TOT.LD. 37.0 PSF cranci Prairle. TX 7SO51 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATTEION. FURNISH A COPY OF THIS R.FAC. 1 .2 214) 660-3940 IN ONLY. AND SMALL NOT THE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IDU S- 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCtIOW-I ISPACING 24-0- Job: (CX370SA--Cents x Homes Inc 3705 A M) T23 8' COM14ON THIS DwG. PREPAQEO FROM COMPUTER INPUT [LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFAS UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BEARING LOC. (FT): 1.04 7.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15-00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUI�DING. ru CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ri w LA ru T !Y1 667X 4 clu C2X4 (Al) 2X4 (Al) 4-3 u C2X4 C2X4 61 li*8 4-0-0 4-0-0 1-4-0 8-0-0 - 1-1-4-0 - 1 81 OVER 2 SUPPORTS R-422# W-3"8 R-321# W-3'8 Se PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i/I/O/E/-/- R SCA& �2379 ev 17.2i 0.5 0 xxIMPORTANTNN CLARY DIVISION OF -p"" WARN I NGT"sEs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF F1732--96574 SWU Not BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE mis-91 BY Ipl. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 CARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSfN BY IPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING FIE w CLARY CONNECTORS ARE WAGE OF 200A DALY. STEEL MEETING ASIM (KAIRMCNIS. UNLESS OIHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94223526� CAL.�.......f A446 OR 0 EXCEPT AS NOTED. APPLY ComNECIORS TO EACH FACE OF CHORD SRALL BE LAIEAALLY GRACED WITH PROPER 09--d.1�'. 1, TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: _iC C/I f Mi S. Great sclutr1w CONNECTORS PEA DRAWINGS t,30. t5o 9 ISoA_F. DESIGN STANDARDS WITH PAOPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF "t PkWV- CONFORM N/APPLICASLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECmmICAL UPDATE (7/1/911 FOR SUGGESTED Gr.n Prair2e. TX 7505, SEAL 0.4 THIS OpAWING a .APPLIES IQ THE COMPONENT DEPICTED HERE DRYWALs APPLICATION. FURNISH A COPY OF IRIS 1214) 660-3940 IN ONLY. AND SHALL Not BE AELIEO UPON IN ANY OTHER WAY. DESIGN TO THE 7AUSS ERECTION CONTRACIDA. DUR.FAC. 1 .25 _TPI - TRUSS PLATE ImSTITute. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CMICSTRUCIION SPACING 24. Jub: (CX3705A--Cent9X HOMeS Inc 3705 A M) T25 14' SpECIAL THIS OWG. PREPAFIED FROM COMPUTER INPuT ILOADS 6 DIMENSIONS) SuBmITTED BY TRUSS MFR. TOP CHORD 2X4 SP 12 N PROVIDE CONNECTIONS A T BEARINGS AS INDICATED. BOT CHORD 2X4 sP #2 N MWFRS UPLIFT (LB): 210 210 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 13.71 In 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 OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. u:) 1% fu ru C4X4 T 6 P; m 4X5(R) CAX50 C2X4 (Al) 2X4 (Al) _e3 3 14' 7-0-0 7-0-0 i—4—ET 5-6-0 3-0-0 1 - 5-6-0 - 11-4-01 14' OVER 2 SUPPORTS R=594# W=3"8 R=594# W=3"8 Seq: 12241 PLT. TYP.— CLARY—V2 DESIGN CRIT TPI FL/i/i/O/E/—/— Rey 17.2i SCALE = 0.3750 xxIMPORTANTxx CLARY DIVISION OF AlPI.E WARN I NGTAUss"s REw'RE ExlPE-E CAPE TC LL 20.0 PSF REF RZ_32--96575 S.&L""of Be RESPONSIBLE FOR N "ANOL INC. ERECTION AND DEVIATION FA004 THIS DESIGN OR THESE SKCIFICAIIONS. OR ANY BRACING. SEE his-2t BY IPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/94 ARY FAILURE 10 BUILO THE TRUSS IN CONFORMANCE With OS188 BY TPI. FOR AWITIONPI SPECIAL PERMANENT BRACING AE CLARY CONNEC OAS ARE MAX OF 200A GALV, STEEL MEETING ASIN QUIAEMENtS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORW USR732 94223527 CC�L.--"of &A,46 OR 0 EXCEPT AS WED. APPLY CONNECTOR$ TO EACH FACE OF CHORD SMALL BE LATERALLY AAACEO WITH PROPER j- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD"AIMING. 0011001 CHORD BC LL 0 .0 PSF BY: TCC CGWMECtOPS KP DRAWINGS M. ISO& ISOA-F, DESIGN STANOARM With PROPERLY ATlACHfD RIGID CEILING-- SEE isoi S. Great southw*lt PkwV. CONFORM W/APPLICAGLE PROVISIONS OF NOS G IPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/211 FOR SUG"STED TOT.LO. 37 . PSF c�rana Prairie. TX 75051 SEA& ON THIS DRAWING APPLIES 10 114E CG"PONEMF DEPICTED HERE DRYWALL APPLICATION. FUFV415H A COPY OF THIS (214) 660-3940 LOU R�.F A C 1 .25 Jim ONLY. AND SKALL NOT BE AELIED UPON IN ANY or A Y. SIGN 10 THE TRUSS EREC I ION CONTRACTOR. Sp 1 CONSTRUCTION A 24 0" tv ---TPI NOS- ig9t NATT�OESJ��ECIFICATION FOR WOOD NG JOb: (CX370SA--Centex HOmeS Inc 3705 A M) T16 21'COMMON THIS DWS. PAEPAREO FROM COMWTER INPUT (LOADS C OIKENSIONS) SuBmITTED BY TRUSS mFR- TOP CHORD 2x4 sP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFAS UPLIFT (LB): 280 200 C WEBS 2x4 SP #3 BEARING LOC (FT): 0.00 20.71 in TRUSS DESIG�ED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND m 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 OR FULLY OPEN BUILDING. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru rvj w Lit AJ m C4X4 T C2X4 2X4 C3X4 (Al-) 3X4 (Al) --- -- c5x5 C3X4 21 ' 10-6-0 -1 10-6-0 4-:-0 21-0-0 21 - OVER 2 SUPPORTS A-856# W-3"8 R-773# W-3"8 Seq: 12385 ?M. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCALE - 0.2500 REQUIRE-EXTREME CARE TC LL 20 .0 PSF REF A732--96576 xxIMPORTANT** CLAAY DIVISION OF ALPINE WARNING,'"s"s r SHALL NO,BE FESPONSI&I FOR N HANDLING. RECTION AM DEVIATION FMM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-21 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE N't"OS84 By 'P'. FDA ADDITIONAL SPECM PERMANENT BRACING RE CLARY CONNECTORS ARE 04ADE OF 20GA DALY. STEEL MEET..ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW LJSR732 94223528 *I 1pof A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED With PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESICK POS1710H LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: TCC/4-1- CONNECTORS PER DRAWINGS M. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 5iOA S. Great sout—St PkWY- CONFORM W/APPLICASLE PAOVISIDMS OF MS C 7PI. AN ENGINEER'$ TECHNICAL UPDATE (7/l/20 FOR SUGGESTED TOT.L0 37.0 PSF Crana Prairle. TX 75oSt SEAL ON THIS MAKING APPLIES io THE co~kr Depicuo HERE DRYWALL APPLICATION FUF1413H A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 1 IN ONLY. AND SHALL NOT 13E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TAM EAECTION CONTRACTOR. .--TPI - TRUSS PLATE INSTITUTE. NOS- 199t NATIONAL-DESIGN SPECIFICATION FOR WOOD CONSTRtXTION ISPACING 24. Job: (CX3705A-- entex Homes Inc 3705 A M) I T3 23-3-0 SPECIAL GABLE THIS ONG. PFkPAAEO FRO?j COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 sP #2 N MWFAS UPLIFT (LB): WEBS 2x4 SP J13 BEARING LOC. (FT): 83 PLF 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 OR FULLY OPEN BUILDING. ru LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 EXCEPT AS NOTED. ELEMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF to DIAPHRAMS. (A) IX4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO u BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING ru NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ru AND ERECTION OF TRUSSES. SEE "WARNING* NOTE BELOW. SUITABLE SUPPORT BY ERECTION CONTRACTOR. w Ln SEE LIBRARY DRAWINGS 1192% SHEET I OF I AND #9087 SHEET A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TU I THROUGH 10 FOR ALL GABLE BRACING DETAILS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO C4X C5X5 T 4 7 C 4 w 3X4 (01) u u V. --V 4 6-6-0 f6-6-0 C3X4 OVER I SUPPORTS 23' R-74 plf W-23' Se �2407 'LT . TYP.-__G_LARY-V2 DESIGN CRIT TPI FL1111101EI-1- -Rev 17,2i SME 0,2500 **IMPORTANT** CLARY "'Y"'O"OF&P'"' WARN I NGT"`sEs Acou'RE EXTREME CARE TC LL 20 .0 PSF REF R732--96577 SHALL Not BE RESPONSIBLE FOR N HANDLING. EAECFION AND CLDEvIATION FAOM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE MID-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 08/11/94 ARY FAILURE 10 BUILD THE MISS IN CONFORIKANCE Wttm OSICII BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE CLAAY CONNEC TOPS ARE MADE OF'200A GALV. STEEL MEETING ASIM QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USA732 94223529 A4,46 OR 0 EXCEPT AS NOTED, APPLY COKNECIORS to EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD"AIMING. BOTTOM CHORD SC LL 0 .0 PSF BY: TCC/,f, CONNECTORS PEA DRAWINGS 130. t54& WOA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great southu"I t Pkwy. CONFORM W/APPLICABLE PROVISIOmS OF NOS 6 IPI. AN ENGINEEA'S TECHNICAL UPDATE (7/1/91) FOR SL"ESTED TOT.LD- 37 . PSF Gritna Prairie. Ix 75051 SEAL ON ims oAAwIw,APPLIES 10 THE COmPOl9kT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPV OF 1-15 DUR.FAC. 1 .25 214) 660-3940 1 IT,ONLY. AND SHALL Mat BE RELIED UPON IN AMY OTHER WAY. DESIGN 10 THE TAM ERECTION CONTRACTOR. iv- tpI - TRUSS PLATE I%StITUTE. NOS- MT.H&TIONAL DESIGN SPECIfICAIION FOR WOOD CONSTRUCTION - ISPACING Pd n" I JOO: (CX3705A--Centex H011185 InC 3705 A M) T6 7- MONO THIS DwG. PREPARED FROM COMPUTEll INPUT (LOADS r. DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTIONMANGER FOR 236.580 REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N c WEBS 2xA SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m MWFAS UPLIFT (LB): 200 200 m BEARING LOC. (FT): 0.00 6.71 TRUSS OESIGNEO WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND W WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. fu W W LIT W 0 !Yl C2X4 (Al) 4"3 C2X4 1-4-0 7-o-o 7- OVER 2 SUPPORTS R=357# W=3*8 R=237# W-3*8 Seq: 12423 'LT. TYP.- -CL-ARY-V2 DESIGN CRIT TPT FL/I/I/O/E/-/- Rev 17.21 SCALE = 0.5000 xxIMPORTANTXX CLARY alvlsloNOFALP'w WARN INGIR"S"Ou'RE EXTREME CARE TC LL 20 .0 PSF REF A732-96578 -- ShALL Not Be RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI- SEE THIS OESIC44 TC OL 7.0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE MIT"OSISS By TPI FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE Of 20GA GALY. STEEL NEETING ASIN QUIREMENTS. UNLESS OTHERWISE INDICATED. fop BC OL 10 .0 PSF DRW uSA732 94223530 Cc�L. .....I Alp_& X446 GA a EXCEPT AS NOtEO. APPLY CokmECIORS to EACH FACE OF CHORD"LL BE LATERALLY 80ACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED KYWM SHEATHING. 00110k CHORD BC LL 0 .0 PSF BY: TCC/ , i r CONNECTORS PEA DRAWINGS 134, 150& SSOA-F. DESIGN STANOAAOS WITH PROPERLY AtIACHEO RIGID CEILING -- SEE TOT.LO. 37 . PSF 801 S G eat southwest Kwy. CONFORM W/APPLICABLE PROVISIONS OF NOS,& 7PI. AN ENGINEEA*S TECHNICAL UPDATE 17/1/911 FDR SUGGESTED cpana Pral"ie. IX 75051 SEAL 0" THIS DRAWING. APPLIES to IK CGVP"HT DEPICKO HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.F AC. 1 .25 1214) 660-3940 1 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN To THE TRUSS EAECIJON EMIRA.C.10R. -. TPI - IRUSS PLATE INSTITUTE. NOS- Mi NATIONAL DESIGN SPECIVICAIIGN FOR WOOD COOTS..7 rPArTNG 0A ID CD tp CD pa 0 CD CA I .'.:.o j. 16 0 1., ID Co' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT -15IERWt INFORM—AT-10-k- LOCATION INFORMATION P ermit Number: 20475 Address: 1685 LINKSIDE COURT NORTH Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: 4 Proposed Use: SINGLE FAMILY Lot(s):121 Block: Section:0 Square Feet: Subdivision: SELVA LINKSIDE UNIT 2 Est.Value- Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/10/2000 KENNETH GARRETT Total Fees: 25.00 Address: 1685 LINKSIDE COURT NORTH Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/01/2000 Phone: (904)247-8129 Work Desc: INSTA—LC-OU-TEE-Tg-AN-�-RECEPTACEI�-S-- CONTRACTOR(S) APPLICATION FEES �-k-&—RELECTRIC COMPANY —------—- 25.00 Inspe ions cti -- A 0-00K I�L�CTM t FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 8/10/80 81 Receipt: 097J915AI ATLANTIC BEACH BUILDING DEPT. CHECKS 4643 I-- -- a- ------ - CITY OF ATLANTIC BEACH, FLORIDA Approved by- APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 8-9-00 19 IMP013TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELpr-TRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R ELECTRIC OF NORTH FLORIDA,INC. P. 0. BOX 62238 'e'41' JACKSONVILLE, FLORIDA 3221.9 rx� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMA .,,Kennith Garrett 1685 Linkside Ct. N. NAME ADDRESS: RFQ_BOX_ BLDG.SIZE -BETWEEN: RES. (Vf/ APT. comm. ( PUBLIC INDUS. NEW ( OLD (k-f' REW. ADDITION ( ) TRAILER ( TEMP.( SIGNS ( ) SQ. FT. SERVICE: NEW( INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER ALUM. ( SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH -3 W /�_ /VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS Screen room - GFI recpt and fan hook-up only 'rnAkl0Cf%0AAC0Q. i iimns:pAnnv_ 1111 OVER 600 V. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20284 Address: 1685 LINKSIDE COURT NORTH Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 121 Block: Section:0 Square Feet: Subdivision:SELVA LINKSIDE UNIT 2 Est. Value: Parcel Number: PB 47 page 85 Improv. Cost: 4,795.00 ame-- KENNETH GARRETT r 3 RMT 1 L 0 Date Issued: 6/27/2000 Name: KENNETH GARRETT Total Fees: 52.50 Address: 1685 LINKSIDE COURT NORTH TL TIC C LO Amount Paid: 52.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/27/2000 Phone: (904)247-8129 Work Desc: CONSTRUCT SCREEN ENCLOSURE PER PLANS SCHNORR HOME IMPROVEMENTS PERMIT 52.50 igs: FOOTING FINAL BUILDING NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $52.5014 Date: 6/27/00 01 Receipt: 8868886 F CHECKS 19815 ATLAN-fttl��CH 8U;4tDING DEPT. 00100693221000 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address-/6 off- (/,J u4,� (0 F- iAJ rj Date - 20 - 00 Heated Sauare Footage per scr f t = Garage/Shed Ap @ $ _per sq = $ $ CarportiParch ------p e r s q DecA $—per sq ft = NS Patio e r s a t = J,( 7 4?5 TOTAL VALUATION: Ell /7/-7 Total Valuation ist ,3795 Remaining Value per thousand or -oortion thereof' TOTAL BUILDING FEE Ns-3 (5, + 2: Filing Fee Fireplaces @ $15 , 00 BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITI�L IMPROVEMENT SEWER TAP RADON (HRS! . 0050 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ SURCHARGE . 00510 OTHER $ eb GRAND TOTAL DUE $ _5 2, ISO ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_ Electric/New Electric/Temp —.: SwimmincrPool Septic Tank -ell W - I--- ' S gn,---Finish Floor Elevation Survey Other- CALCULATIONS and/ or NOTES ! CXTY OF ATLANTXC EFIACH P -T ,L :;z1.aT.,'APPLXCATX0K REMODEL, ADDXTXONS, OR K0V1NG,DEHOLXT10NS Z4/ t Owner(s) t are e Address: 91.5r"494!r,�10/ (ZI j, 17�, Phone: tv?'el 7 /C P?l Lot # /0? Block or unit # Subdivision:Se-ly,,4 //0&y g7' Contractor: "Opp State License # 0— Rce 41 tooz F & 1 .30 Address: Phone No:.O;ra.-.,? city Tadkv-0-1;dle State 115� Zip Code Describe work to be done: Jcf-QQ4-\ Present us-e of building: Valuation of Proposed Construction: dvc9 Proposed use: s vvee-i-t Rse&-It Is this an addition?j/e-1- If yes, what are the dimensions of the added space: 17 41� "ft. X 149 ft. W ill the added area be heated and coolec?4/2/1) New el cal (or increase) " X,1 New plumbing -fixtures? ew fireplace? at/AC? e1w SZTMfrT 275ZEX 94MC=) TWO -rA r. C0-fPL= SETS OF PLAMS, INCLUDZNG S= PLAZT, SURVEY, EVERGY CODE YOMIS, _ MOTICE O.F MWCEZENT, AND -0WHERICOh-TRACTOR AFF111AVIT, IF OWMR rS-00KMU=R. Signature OWNER:' ate: S13dol) , Signature CONTRACTOR:_ vi n Date: hij Sworn to and subscribed before me this. 3k day of NOTARY PUBLIC STATE OF FLORIDA AT LARGE < %Y P� e Kenneth A.Chastain Notary Public,State of Florida Cormission No.CC 600258 0 M C . I > < FM Y onmumnissionExp.01/14/2001 < 1-800-3-NOTARY.Fla.Nonny SeMce&Bonding Co.> ............. Notice of Commencement -V) State of Florida County of Ou va r10 CA The undersigned hereby infor=aff concerned ithat improvements will be Book 9654 Page 753 made to certain real property,and in'accordance with Section 713-13 of tute, q��sed 10_1-96). the following information is the Florida Sta art- rovided; Doc# 20001347,66 ; i 11i p Book: 9 6 5 4 41-0 /00 Pa - 753 0 Legal Description of Property. �ire� & Recorded Q. k 06/15/00 01:46:45 PM HENRY W COOK CLERK CIRCUIT COURT (;�ncral Description of Improvements: 41&of madw? -5�-Iyewd-1 DUVAL COUNTY TRUST FUM $ 1.00 RECORDING $ 5.00 owner's Name: i6taweozeoel Address: City: Be ad-*/t Zipcode: 3 de?,3 owner's Interest in Property: 0.,Opt Fee Simple Title holder(if other than Own Name: Address.- Contractor: S rr Home Improvements, Inc. IT 692 Philips Parkway Drive North Jacksonville, Florida 32256 Telephone: (904) 262-1517 Fax: (9G4)262-1436 Surety: Not Applicable L-en.der's Name and Address: Not Applicable Pdirsonsv,rithin the State of Florida designated by the Owner qpon whom notices DT other documents may be served as'pr6vided by Seaidn 713.13(l)(a)7., Florida Statutes: Name: Address.- 'T�lephone- in addition to hiimel�owner designates the following?Zn(s)to receive a copy of the 1jenoes Notice as provided in Sectid-n 713.13(1)(b),F16rida Statutes- Name: Address: Telephone:C__) Fax A Unless otherwise noted in.this paragraph the expiration�,/teof this Notice of Commencement shall be one(1) calendar year fi-om,the date of recording: Y Owner's Name qrbited): ........... ta'in -jky P 17 �jjgrmture: Kenneth A.Chas < otary Public,State ofFlorida ommission No.CC ) d subscaibed before me this day of y ornmission Exp.Oftit OFF I 1-800-3-NOTARY-Fla.No�ary Semce&Bouding Co, .............. Notary Public. C, MAP :. LOT BLOCK op AS SHPIWN ON MAP OF S&L VA 1.IWSWE 41AJI AS RECORDED IN PLAT BOOK 47 PAGES &39 OF THE CURRENT P�Suc Rr=coRDs OF DUVAL CO., FLA. FOR: CZA/74A ROA44$ CORR NOTE: BEARINGS SHOVM HEREON ARE BASED ON THE A��N� M94TIONED PLAIP7- 00AIM4,QS R,6,pZ47 - PL,4r 600,k j.9, pr,.[4 '5 o o/ 00'*'ff (,'ItY of Atli-�wj(- &*, 50. 0' all, 14. 1, IT) OX N Q� I-SMAY BRICK zw-cl"INS )A Mo. li.85 14 14?"hl.4 VeS A/0f0/'oo"W ^I' P4WSAf IFI*4W *"WrAW Afk*#, MA rAW44A 48000riC WAVC4L A4MW.W. j.4' At o?P/: 90 L P. /j.0 P-c (40 6ZI.9) P 7-. IV?_ s o'! o/ L.1AIKS14046 C04IR7 /V OR rh' so flrWr- Oc- WWY CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING Mla SEMINGLE ROAD-ATLANTIC BEACH,1:1-32233-"FEL 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Address: 1685 LINKSIDE COURT NORT—H -'-- Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: Esi.Vaiue-. Parcel Number: Improv. Cost: 2,895.00 OWNER INFORMATION ka—mi� KENNETH GARRETT Date Issued: 6/08/2000 Total Fees: 45.00 Address: 1685 LINKSIDE COURT NORTH Amount Paid: 45.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/08/2000 Phone: (904)247-8129 Work Desc: VIN7Y—LS6FFIT--ON EAV-ES CONTRACTOR(S) ATION FEES :'W. W. CRITES, INC. PERM111T ----45.60 Ins ctions Required 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. $45-99 14 Receipt. gb, j14 ATLANTIC BEACH BU?L�DOIN4 tate*. 6/�9 1�66-n CITY OF ATLANTIC BEACH PERKIT APPLICATION REMODEL, ADDITIONS, OR ALTEPATXONS K0VXNGf DEMOLITIONS Owner(s) : 4eA0%11e--k Crmv-rC__4j Job Address: c-f, Phone: Lot # Block or Unit # Subdivision:— Contractor: tv.,�J' State Licens Addre s s:— /160 G(c4,h4A PA,�� 0,-,—Phone No: 7-ry City TAop, ---State —Zip Code , Describe work to be done: Ix, Present use of building: e- Valuation of Proposed Construction: r Proposed use: At if Is this an addition? If yes, what are the dimensions of the added space: WA ft. X ft. Will the added area be heated and cooled? 1111A New electrical (or increase) ? New plumbing fixtures?WA New fireplace4//A New Heat/AC? 1_4 SUB141T TIMEE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNERICONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 0-d Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscribed before me 4 ZOOZ 91 I!jdV V S3dldX3 290t 10)#NOISSINJ SGI!J:)-9 041JDV4 AS TO CONTRACTOR: Sworn to and subscribed before w,�.' "�z n 1� iN Me��' Sftd)(3 8, Book 9648 Page 91 Rofire ot ommentement (PREPARE IN DUPLICATE) To whom it mav concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. / Aj/ Dt4cription of property ------------------------ ;��-------cz --------------------------- IAJL--A-e, 3 2-2-3 3 ---------—------------------—---------- ------------------------------------------------------------------------------------------------------------- General de=iption of improvements -_----- ----- ---------------- --------——--—---—------------------------------------------------------------------------------------- Owner ------ ------------ c4,* 1 Acf-� Address -------J-1 ------------------------- ----------------- Owner's interest in site of the improvement ----Q ------------------------------------------------- ZA,�l jq Fee Simple der (if other than owner) :;� ...................................................... Name --V--Ti ----------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Contractor tkj/ C-,r-jf�!---- ------------------------------------------------ G Address -------- C, ------------------- Surety (if any) ------------------------------------------------------------------------------------- Address ------------------------------------------------------- -kmount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ---4&—------------------------------------------ ------------------------------------------------- Address --------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ----------—------------------------------------------------ -------------------------------- Address ----------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as Orovided in ection. 713.06 [21 [b], Florida Statutes. (Fill in at Owner's option). NameIE4-------------------------------------------------------------------------------------------- A P"-3844 IQ7411 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PUMIT InvoRmT I on ------- LochtnowlispoRmTiom . rmit. Numbet. Address: 1601�`L INIKS IDE' COURT 'NORTH '10741, Permit Type,.', WZLL AT 1 L T C 4iZACH SCRI , PLOR I DA ,3 2 2 31'3� Cl ats o f W o"t k: KV, --------- LZQAL PT ION -1-------I Typ, ,6 1 1 WOOD PRAVIZ; Lot : :816,ck S-e c"t ion rol Use: 1,n0a rm-1 Ly j! ToWn's, p ING: 0� dd Subdivision,,. Estl ted, Valve; , 00 lthprov,. Cost "0 Da 'Wor De k n- a "'PLICAl"TON PUS ----- - Slo 00 7 Ad I �,c QfJATI N, ORTH WATER' I'MPACt FEZ $0 , 00 ;7 00010 p 0,14 33 PEP, 'R.Is. $0-OOL' RADON',�dka 5% $0.00 MAT-40N, ----- -- Name.- caintm: -so .-00 CROSS CO, NECTION -0 .00 Typ6: .11 :UCAl IMPAC 0.00 CONST.SURCH009 00. W" Amu NOTES.- :T , �SE]Fdflt POURING NOTICE -ALL,0QNqA& FO CTED 7E RMS AND FOOTINGS MUST 13E INSPt PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 'B ILDINGMATERIAL,RUBBISH AND DI58RIS FROM THIS WORK MUST NOT BEPLACED IN PUBLIC SPACE,AND MUST SE 6 UPANb HAULED�A A THE 00 W, 0'y' :t I A NTRACTOR OR OWNER W PRIE,TO: -,c AlkCAN I 1C -: ' A4 Ly HE MECHANIC'S LIEN L --FtEWLT lk ' FAIL' TH �ITH TWICE FORTH BUILDIN' IMPROVEMENT$ E ,ROPE I ISSUE15'ACCOADING'TO A0PROVED�PLAN$,W I HICH ARE PART OF THIS PERMIT'AND SUIJUECT TO-FIg OF A0PLICABLE PROVISIONS OF L�W, NG ATLANTIC-BEACH BUILDING,I)EPARTIV15NIt, 0010m WOOD' 0;- u, FFE $10.nO APEMICATIM EUR VEIL PEMET CITY OF ATLAWIC WACH PRDPERrY MER, Nam: Z��,Az�-,411 —Pay f — Addresst 9L5 Z-17AI,16 C ZIP 379 -3 APPLICW.- IF MM nM %M Nam: Da Phorie y Address., Zip JOB Address or Location: Lqgal Description: Is well to be used for drirking purposes? al Any person, Individual, corporatio� or other entity receiving a permit as provided in Section 22-0 of the Atlantic Beach Cbde, and wbo plans to use water from the permitted well for &**I% purposes, uust first obtain a bacteriological test report from.the State of Florida flealth :Department. furnishing a certified copy thereof to the building d%=tment of the Cit3r of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building de*bnont. Department Notes: agree to camly with regulations stated herein: Sigiiature Date 1 1" 1 �4e -- CITY OF t+1 'Od", 4kd.&-6 4&am& hsacA- Office of Building Official REQUEST FOR INSPECTION Date— Permit No. Time AM- Received /Z M ........... Job Addreaq ality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Air Cond,& Re Roofing Slab _7 Temp Pole '-7 Top Out Healing Insulation Lintel — Final Sewer Fire Place Fab MECHANICA READY FOR INSPECTION kK Mon, Tues Wed. Thurs. Friday--PM AWL Inspection Made M al Inspection Certificate of Occupancy Date JAH 09 '95 16:36 CLARSOH 409 P01 MAP SHOWING BOUNDARY SURVEY OF LbT BLOCK AS SHOWN ON MAP OF SE-LVA LIAIKSIOE il,&//;r Z AS RECC-1hQED 1IN PLAT FOOK 47 PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA, C-c A/7'�F x 41C>Mff5 CORP FOR: ��OTE S HEREON ARE BASEL) ON THE ABOVE MENTIONED PLAT. 16 * s o! o/ - x T 7 (4 All-A IC (A) I-o'Z' -f Z' 1-5,r0AY 43RICK 0PV4L L IA16 A/a� W5 IR`E4 VIES now t'l o o/ vArAr,CAL DArW4. [7f N11 It i� 9, 6elp) P T� yo- 0 5 o I o/ 00 L INKSAPE 004IR7 NOR7-,V (4510 A'14;,Wr- 4OF- ;V,4y) !clt JAN Tertiffratt of Mrruvanru Titu of Atlantic 1=4 — Nloriba Department of Nuilbing hopution This Certificate issuedpursuant 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. 1�1i,16ic- 9 Use Classification Bldg. Permit No. Group W/fraiw Type Construction Fire Distript Address Owner of Building U---� 7 ss, Building Addre kocality By: C, RD 0 N FO Building Off icjhl Date: POST IN A CONSPICUOUS PLACE CITY OF 00 SMMOLE ROAD ATLAxncIUCH,FLORMA 32233-SW TELEPHONE(9")WSW FAX MQ 247-SM NOTICZ TO: Water Department FROM: Building Department DATE: 1-2- ..-) 9 - q '/" Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Awlle Building Department CITY OF .8W44- Office of Building Official 3 3 V REQUEST FOR INSPECTION V1,2 9'19 13 Date Permit No, Time Recemed PM, Job Ad s Loca)tC? Owner's Name Contractor BUILDIKC,--��ONCAETE ELECTRICAL PWAWWQ CliANICAL__, Framina----- Footing RoughWiring ---Aftor� Slab Temp Pole E Top Out Heating Insulation Lintel Final 7 Sewer Fire Place Pre Fab READY FOR INSPECTION Thurs. Friday —F.M, Mon, Tues M Inspection Made Date CITY OF 4&6^4-c Be4c4-Q404& Office of Building Official REOUEST FOR INSPECTION Date------ Permst No. Time Received Job Adjzolss LAO Owner's kanW D) P I Name Contractor BUILDING CONCRETE ELECTRICAL ,,�MSifNG11 MECHANICAL 0 Air Cond,& Framing Footing 0 Rough Wiring C--� Re Rooting Slab 0 Temp Pole C Top Out 0 Heating Insulation C Lintel C', Final Cl- Sewer Fire Place X Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. �F�d Inspection Made A.K -PM. Inspector--- inal Inspection 0 Certificate of Occupancy 17, Date NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE / er' A-, THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted e:22,ew a"7- +7- $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 PLUMBNG made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG5 p.m. Monday through Friday. DATE x PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: YZ------------------------------ --------------------- _4 zu"z------------------- I WitiL ------------------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: (0 The following permits have passed "rough" inspection: Permit No. Address A/�" Please update your records accordingly. ,�Than�k �U, L G C Wdl-L G CLZR CITY OF ATLANTIC BEACH /vcb P�K.-3844,, 9 -34 DEPARTMENT OF BUILDING CITY OF ATLANTIC 13EACH ------ *rOp TION :PERMIT INFORMATION , LOCAT I ON I AA ]Lddress; 1685 LINKSiDE i�OURT 'NORTH Ve�fmi i, Rumber:- , 9334 IC BEACH; FLORIDA 322315 , *AL :Reri�if Type� ' MgCHAXTC ATLANT k7,lass: of Work: LEGAL, DESCRIPTION, 116t: Block ' Section*. Qms"tf. Type*, WOOD,IRAME Pr sed Use", SINOLZ FAM,I Ll Township: RNG.*. ' 0 Subdivisiont $ELVA LINKSIDE Code: 0 t1stithited Value: 50 .00 Cost : $0 .00 �Total Fees: $47 �00 Ai�ount P - S47 .00 , D at e,`N� 11/94 SINGLE PAMILY RESIDENCE Work �,-Oos AL HEAT AND, AIR IN, NEW ION --------- APPLICATION FEES: ----- rjA42RMIT 'WATER, IMPACT PEE ... �kddr- NO $0 .00 1 PLOR ER BE 0100 , IDA 3 S o4XPAC P 4 09P y R OAMATIOJ- ------- RADON CAB, 5% CAPITAL IMPROVE. A -IR Ak S0.00 e. SEWER WIP 00 5 9 Addr#ss: 5 CROSS CONNECTION -?L 31� '57 Lfteni'e' ,* CACA12 Type: 0 SEC -H IMPACT PEZ $0.00 0E gl$t`"040 �0 CONST.SURCHAR SCHAR L �x ftw-1-4"f= �C NOTES�:- NOTICE-ALL CONCRETE FORMS AND FOOTINGS musT sE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATE RtAL,,R USBISk AND DESRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED U P ANID�HAULED AWAY BY.EITH ER CONTRACTOR OR OWN ER LURE TC LY WITHTHEVE LT IN -FAI CHANICS' LIEN LAW CANAESU .......... ,:TH.,,0"PR0P15RV.` R PAWNG TWICE.FOASUILDING IMPROVEMENTS6 ACCORDING TOAPIPPOVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO,REVOCATJON�IFOR, N OPAPPLICASLE bVISIONS OF LAW. " ANT, 1 SEA DIN. AT CH BUIL GVEPARTMENT *000m -y BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EIEACH ATLANTIC GICACH. FLORIDA 32433 -q -IN NUMBER APPLICATION FOR MECHANICAL. PERMIT ... IMPORTANT — Applicant to complete all items in sections 1, 11,.111, and IV. all Address: 1685 LI-NKSIDE COURT NORTH ��CATION "' OF Intersecting Strolls: 1111W4414% ATLANTIC BLV D —And SEMINOLE ROAD BUILDING SELVA LINKSIDE LOT 121 IL IDENTIFICAT16N —To be completed by all applicants In cons,'dotol;on of permit given for doing Ike woA as described in the bbcwo stalement we heiaby 49 1 as to ;e-fc— %6;d -o-t - 4-:�q-:e .itl% the #Vtschpd plant and spec;I;ca6oas which at* 4 part hereof and in accordance w;tii the City of Jisclison-X# old;-a,ces a-z s'd-ze'-' of good practice listed therein. N#M.# *I 164*44GAigal MA�DARIN HEM & AIR Master CACA12623 Name of hoperty Owner 3 S464tweis of 0 6:r of W Awf6w4ad �I A t , CENTEX HOMES A 'I act or Engineer Ill. GJNBXAL INFORMATION A. Type 04 Ib"tiag W. 15 OTHER CONSTRUCTION BEING DOME ON X_Ei*cMc THIS GUILDING OR SITE I Y E S 0 Got—0 �J* E3 HoNral 13 Control Utility If YES, GIVE NUMBER Of CONSTRUCTION 0 0a PERMIT 9030 0 014- — SP041y IV. kaCKQ44AL EQUI110161161141T 70 99 INSTALLSO NATURE OF WORK 11`9 complato IW of compootosts on b-ack of Ail form) R031dential or f I Commercial 0— Host C) spscet C) Recessed "Afftl 0 1:1004, New euliding 0---A;e C444ort4ji C3 Room 6—confrol 0 Existing Building &—b.i. h-orsen. M.4,6&)�f-WHEK TLI, 0 RsplacorK6-At Q(existing system 114111mum c4paicity 1000 C.11.1111. %--Now Installation(No system previously in319110d) 0 0 Extension or add-on to existing system 13 Cool;&q tv— Caps4ty 90^ 0 Other— Specify 0 F;m sprialslon: Nvonber of It"A E3 Elevolit 0 moldiFt 0 Ekalator Isumbor) THIS SPACE FOR OFfIC& US& ONLY C) Go""pum— (invenbot) C1 TaA&__(sv#nbw) 0 Lww' cortlai; 0 USAM4 istwvre v"W 0 -1 '_ Fronnit Approved 6 Do (3 Qtkw — S"c* I'stinif Fes LJ6r ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT DwripuOu Uodel Number R�z ,=,7 COND IWRUJU TRAME, 2 t IU. 0 MTATIMr. I VIn2NArrc KnIl-W-09 VIVVIrr ArL'V CITY OF ATLANTIC BEACH, FLORIDA Approved bv APPLICATION FOR ELECTRICAL-Pl-EiRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:--� 9�2�-lqqq IMPORTANT NOTICE: IN CON�IDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MA RU> 'f A W ELECTRICAL FIRM- mAeTcn k' 1:0181CIAN SIGNATURE JQUBNgXM UTC- NAME.. ADDRESS:-� �l(�kfo& CT FIFD-BOX- ' BLDG.SIZE- - BETWEEN. R E S APT.( COMM.11 PUBLIC.( INDUS. NEW GX OLE) REW. ADDITION TRAILER TEMP. SIGNS I SQ.FT. SERVICE: NEW INCREASE( REPAIR ( FEE a/(:) Ir- CONDUCTOR SIZE AMPS COPPER ALUM.M SWITCH OR BREAKER . �)O AMPS PH W VOLT AC9WAY EXIST.SERV.SIZE AMPS .-PH 1. W VOLTI RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED, OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 1 0.20 AMPS, 31-100 MPS.I SWITCHES INCANDESCENT 4 FLUORESCENT&M.V. rIXED 0,100 AMPS. I OVKFI--- APPLIANCES E! I i BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT:-KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. II.P. VO TAGE PHS P$Ft-W4 DEPARTMENT OF 13UILDING CITY OF ATLANTIC BEACH FERN I T INY0,10MI" 16N 1SPORMATION P e*'r t Numbe,r:, "912 9 Address: 1645 LINKSIDE COURT NORTH' , Fermit Type: PLUMBING ATLANTIC SUCH, FLORIDA 32,233 Cl Work: NEW ---------- LEGAL !)ESCRIPTION ---------- Constr. Type,: WOOD FRAME Lot : 12-1 Block: Section.,� RNG: 0 Proposed Use:,,SINGLX FAMILY Township Dvel,I inils : I Cbde' ,�, 0: Subdivision: SELVA LINKSIDE #2 gatimated Value., SO.00 Improv. Coat $0 .00 ' Total Fees : 42 .00 Amount P id: $42 .00 /26/94 - ----- 7wFurTATION FEES PERM I T 0 A., ' ��Iwt�� $42 �O a',c' COURT 1i 1-'WATER IMPACT, FEE $0 .00 CH'f�. FLO91DA 32233 $0,00 SEWER IMPACT FEE XXTERkTAP ' , 90.PO ,a P on 0 &,40 "r of 41 IN Cli2 RMAT 1,ON" X11 LUMB-INGj CAPITAL IMPROVE. $0 .00 Add sS *� 29 ,, SZWER , TAP $0.00 $0- 00 C1 S- CO'NMECTION — Type: 4 SEC H IMPACT FEE 1100nSe. c-Poo $0.00 CONST, SURCHAA(;Z 00 SCHAROE/ATL., BCH J�t, NOT ES,;, ALL N POURING NOTICE -CQ CRETE FORMS AND FOOTINGS MUST SE INSPECTED BEFORE 'PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �Ui�&ING MATERI AL,RU13SISH AND DEBRIS.PROM THIS WORK MUST NOT BE PLACED IN PUBLIC:,SPA' CE,AND MUST Bt� CLEARE UP AND HAULt D 0 AWAY SY EITHER CONTRACTOR OR OWNER 1PAILURE TO COMPLYWITH THE MECHANICS' LIEN LAW CAN RE' SuLT.1-N Ir"'t,PROPERT-YOWN1511, PAYING TWICE FOR BUILDING IMPROVEMENTS. ACCORDING TO APPROVED PLANS WHICH ARE PART OF:THIS PERMIT AND s0ajEtY TO,REVOCAT 64,FOA ) PPL I�CASLE-PROVISIONS iOF LAW. F A "o AIN -,'i t�Wik MeNT 10 1 J�, 21 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT -------------- JOB LOCATION Z& /----- ---b1;v&XA PLUMBING CONTRACTOR:_ DON HARRIS PLUMBING CO----------------------------- P. 0. E30X 14668 '14 IL . LICENSE NUMBERS:---------jpoia(abi V 3221-0--------------rl Ell 41-9-1 OWNER: (904) 772-0900 --------x�-------- -------- - ----------------------4 9 BUILDING CONTRACTOR:_ - - - ----------------------- TYPE OF BUILDING:---- -- - --- ----------------------- SHOWERS SINKS ---------- LAVATORY ---WATER HEATERS BATH TUBS DISHWASHERS ----URINALS 7-DISPOSALS 7 WASHING MACHINE CLOSETS FLOOR DRAINS ----------OTHER _ /Zl_TOTAL FIXTURE COUH T ----------------------------" *---------- --A- --------- INSTALLATION OF PLUMBING AND FIXTURES -MUST Bi 'IH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMHBING CODE.--ill 0 30, 0 AENT OFWI��N� ' IEPARTi 4 o"Y", iv CITY OF ATL NTIC BEACH -OCATIOIC: INFORMATION PERMIT INFOR)"TION, r---- L 'Pexioi:t Number,* f�10�,�O: "e Address 168.5 LInSI,DE COURT NORTH 'pe '14. FLORIDA 3� k3 Pe rmi t Ty Lb, I ATLANTIC� BIZAC ais 'of Work, NEW ------ LEGAL ,I)ESCRIPTION ----------- C614 tr. Type,: , W,000, r,RAME Lot , 121, Block ! : Sectiow, vi��V,osed Ute," ' 8INGILZ FAMILY Towhshxip;,� RNG. 0 SELV Dwe'l I ings I C.04' 0 Subdivision. A LINKSIDE #2 I I . $67365 .00 E$t�msted Value, Improv, C*0 s $0 .00 T,6tal $2653 ,08 AMQU Da E HSF 1507 � §TNOLE FAMILY ZgEIDEMC ATION &1 11 CAT I ON pzgs STATE $513 .00 �41 "Ad. O�tNT DRIVE SOUTH W ?RE,gopa,V 50 00 J it,0 S "I - 0 FLORTDA 0, 1, e,-,"0, 7 PEE�' if, Of 4 TAY RADON OA$-U�.R S �ON "'0 . 3�8 T 4AT, ADCN : CAS 5% EN ESTA, CAPITAL IMPROVE 2 5. 00 $0� 0 1 c JAC— lw�z FL, 3 2 2 1 CROSS CONNECTION" $35.00 L i'a �T FEE 00 a4 ,Type! 54 H IMPACI el fAJr CONST SURCHARGE, $6 . AIX 'NO S IE J"-14�-A L CONCRETE FORM AND FOOTINSSMUST 4ElNSP9CTE,0 BEFORE It 7 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ED i4puBwt SPACE,AND MUST 8 i4H MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SEPLAC WED UP AND HAULEDAWAY BY EITHER CONTRACTOR OROWNER T RESULT 1W IJI�6E� 0 , OMPLY WITH THE� MECHANIC$'� LIE"N LAW CAN OWNER PAYING TW E FOR BUILDING:. TH ERTY IC I OVEMEN ,'1",'lAQ,ACCORDIN6 TOAPPROVED PLANS WHICH ARE"PART OF THIS PERMIT AND SUI3JEC;TJO,REV0CATIOKF, K OFAPPLICABLE�PAQVISIONS OF LAW. 40 ATLATIC BEACU I R Date: 9A*/'A Ilot NT. fly:, 31v �!TY4DF ATLANTIC BEACH PZRKIT CALCULATION SHZZT Address �� I- (" Lx, k 10 C-T - _ jK-) Date � -" .I- q (( Heated Square Footage s-3 ct 0'0 --p e r s q f t = $ Garage/Shed / f.0 -per sq ft = $ carport/Porch $ 13, c., - per aq ft, = $ Deck Ln C -per aq f t = $ Patio @ CT) -per sq ft, = $ TOTAL VALUATION: s#I(j2 L> C, 0 To al valu ion 1st $ 6 6 t 7 , �3 to TIt 0 0 $ Remaining Value per thousand of portion thereof TOTAL BUILDING FEE $ _3 3 2 + 1/2 Filing Fee $ Fireplaces @ $15.00 $ -7- C, BUILDING PERMIT FEE WATER IMPACT FEE CT-, SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP (1,,e,-C?f RADON (HRS) .0050 $ SECTION H PAVING $ HYDRAULIC SHARES $- - Cj CROSS CONNECTION $ SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUB $ ADDITIONAL PERMITS OR Ff.98: Mechanical_; Plumbing_ Electric/New Electric/Tomp_;SwimmingPool septic Tank_ Well Sign_Finish Floor Elevation Survey ; other_ CALCULATIONS and/or NOTES: CITY OF :1ROPERTY DESCRIPTION �riree'c 6ead - ? 716OCCAN BOUTVAAD --------S..ti,n #.�_4,1�� P.O�BOX 25 0 ATLANTIC BEACH.FLORTDA 22231 3ubdi v i a ions ':'i1994 TFLFPIIONE(9�J4124?2-9; arid Zoniill L; 11 0 ;trt?et Haviij DESCRIPTION Or WORK -Z ir Addr -LL yn,K 1��,,-.1I-- . If in a FLOOD HAZARD 'lood Zone:---��----------area complete page 3. Brief Description I c F0, a, Clams of Works :011ING INFORMATION Type of Constructions--- :oning Proposed tintricts---------U0108--------------------- Estimated V alue ------- :xceptions or Natwrlslws-I�QSL----------------- ariancew Granted3---------------- Solid or Filled Grounds---R-6--lVh\....R,,f OWNER INFORMATION Nothod of Property Ovners-Ln��ez',-I�al S.. Phon*s Mailing_ Address -—-----------—----- Zip I CONTRACTOR INFORMATION Contractor -- -—------—--- P h 0 n 0 1 Mailing +41 Add rope i - ---------- --------------------- zip$32-�L�------ Expiration License Number I -------------------- Dates-------------- I HER911v CERTIry "AT I Have WCAD AND CXA"INCD THIS APPLICATION AND PROW THE SARC ?a cc Tolic AND CORRECT- ALL PftVISXO*S Or THE LAWS AND IDROINANCCS GOVERNANO THIS TTFC Or WORK WILL COMPLICO, WITH. VUCTN9* IFFECIOPIED HIMCIN ON NOT- Tug onA"Tjvo or & remmiT Does toot PPE=-j-c OIV9 AUTHORITY TO VIOLATE On CANCEL TUC PROVISIONS Or ANY fCOCRAL. STAirc an LOCAL r%;LT.-'- "41,,,I k. v COULATIONS, ONOXNA 09 LAWS IN ANY HAUNCIR, INCLUOINO TUC OOVERNtNO Or CONSTItVC?tC$d 0- CRrORMANCII Or CONSTRUCTION OF THE P11OJCCT- I UmDL*STAUO THAT THC ISSUAMCC Or THIS penRIT C so CORRECT AND THAT TUC PLANS AND 5 UPpO*fjPG CONISNOCHT Upon "M AqoVC tWV*NATI THO T A &C P*OvID DATA NAVC I1CCX On SNALL T 1 1"0 T 6 AND C, E to, As OUS '40 1 Ovner Signature ------------ -------- ------ ------- Contractor Signature------ VINAN CIA\.PRINW4 C>Y~ D '4 14 notice of commeacemeat To whom It may concein: The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with section 713,13 of the Florida Statutes, the following Lnformation is stated In L?Iij NOTI�E OF COMMENCEMENT, L Lot -t"- � _t A�—- t Description of property . ...... . Q- O.N-_ . ...... . ................. ... . ................. el--C- r...A------------------------------------------ According to plat thereof recorded in plat book �-/7 pages kS--6;:S-6 -------------------------------------------------------------------------------- records of Duval County Florida , Generaldescription of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab ..........................ft..........................I...................................................... Centex Real Estate Corporation Attn: Arthur Day Owner ----------------------------------------ft-------------------------------------------------------- -- 0 6620 Southpoint Dr. S. Suite 400 Jacksonville Florida 32216 04 4 Address ------------------------------------------------------------------------------------------------- Fee Simple 0 Owner's Interest In site of the Improvement ............................. -------------------------------- LO 0 Fee Simple Title holder (if other then owner). ............................................................... N I'D Name ------------------------------o------------------------------------------------------------------------ Addxes3 -------------------------------------------------------------------------------------------------- s�Lme as owner Contractor --- ------------------------------------—.....11................................................ Address ------------------------------------------------------------------------------------------------- 0 Surety (if any) -------------------------------------------------------------------------------------------- �4 Ad&ess .................................................................Amount of bond $.............. 1) N:mc and iddr4sj of any person making 2 loan for the construction of the Improyernents. 64 Name ----------------------------------------------------------------------------------------------------- Address ------ ---------------------- -----------7------------------------------------------------------ -- - Name of person within the State of Florida, other than hims4l.f. deslp:ted by owner upon whom noticts or othu documcnts rruy be s4ryed: Metropolitan Title & Gua'ranty Co Name ------------------------------ ---------------------------------------------------—------------------ 6620 Southpoint Dr Suite 400 aacksonville , Florida 32216 Add.ress ............ft---------------------------------------------------------------—------------------ in addition to himself, owner designates the following person to receive a copy of the Lienor's Noticz as provided in Section 713-08 (2) (b], Florida Statutec (Fill in at Owner's option), Name --------------------.................................. ...... ---------------- Address ------------------------------------- ---------- 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 e--�WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) ,--' BATHTUB/SHOWER (2) —.ZURINAL WALL LIP (4) ,---'SHOWER GROUP PER HEAD (3) _,��FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) "--,"POT, SCULLERY SINK (4) __L_DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) _,�- DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE _ZDENTAL UNIT OR CUSPIDOR (1) GRINDER (3) ,---'BIDET (3) _,::::��—URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) Z��CCOMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) ,----"URINAL, PEDESTAL, SYPHON JET _ZDRINKING FOUNTAIN (1/2) BLOWOUT (2) --ZLAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) -'�SURGEONS SINK (3) LAVATORY, SURGEONS (2) —ZJACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS___aZ @ $20.00 EACH JOB INFORMATION Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 121 SL 2 BUILDER: CENTEX AND ADDRESS: 1685 LINKSIDE DR N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC 13EA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.621100 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. 1507 .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 Ba. O.Osqft 132 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=11.00, 995.00sqft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sqft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sqft_ 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. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: Ga4o compliance in accordance with Section DATE:- -9 y 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL:,��. �� DATE: DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j 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------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 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:�,t'ao Gt,� Signature: Date: City/zip 3aal 1, Florida En4Wrgy 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 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 121 SL 2 BUILDER: CENTEX AND ADDRESS: 1685 LINKSIDE DR N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.621100 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. 1507 .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.Osqft 132.00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sqft_ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sqft_ 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. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:- S-- -�L(4-(; L( 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j 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------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 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 WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . --------------------- OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: city/zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 121 SL 2 BUILDER: CENTEX AND ADDRESS: 1685 LINKSIDE DR N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. IJURISDICTION NO.621100 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. 1507 .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 Ba. O.Osqft 132 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sqft_ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sqft_ 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 . 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 PREPARED BY: (26" this building will be inspected for compliance in accordance with Section DATE:- V-4 v 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: OQ� 4t&u_) BUILDING OFFICIAL: DATE:- y'-4,4 7.9"7 DATE: SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- N 72 .00 65.8 4737 . 6 DBL CLR N 42 .0 38.3 .94 1512. 1 DBL CLR N 10.0 38.3 .94 360.0 DBL CLR N 20.0 38. 3 .94 720.0 S 33.00 65. 8 2171.4 DBL CLR S 24 .0 66.2 .91 1445.8 DBL CLR S 5.0 66.2 .91 301.2 DBL CLR S 4 .0 66.2 .91 241.0 W 27 .00 65.8 1776 .6 DBL CLR W 6.0 79.7 .95 454.3 DBL CLR W 6.0 79.7 .95 454.3 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1.713 8,685.60 14,874 .09 1 6,624 .44 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895 .5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 . 0 .7 137 . 9 Adj Wood Frame 11.0 197 .0 .70 137.9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962 .8 INFILTRATION--------- 1507 .0 8 .0 12056.0 Practice #2 1507 .0 8.00 12056.0 TOTAL SUMMER POINTS 22,787 .91 14,673.05 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787 .91 .37 8,431.53 1 14, 673.05 1.00 1. 100 .340 .860 4,719.44 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 72 .00 -10 .6 -763.2 DBL CLR N 42 .0 7 .3 1.09 334.2 DBL CLR N 10.0 7 .3 1.09 79.6 DBL CLR N 20.0 7 .3 1.09 159. 1 S 33.00 -10 .6 -349.8 DBL CLR S 24 .0 -28.4 .96 -654.3 DBL CLR S 5.0 -28 .4 .96 -136.3 DBL CLR S 4 .0 -28.4 .96 -109. 1 W 27 .00 -10.6 -286.2 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 15.0 -9.2 .85 -117.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,507 .00 132 .00 1.713 -1,399.20 -2, 396. 13 -537.95 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995 .0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177 .2 INFILTRATION--------- 1507 . 0 7 .4 11151.8 Practice #2 1507 .0 7 .40 11151.8 TOTAL WINTER POINTS 15,440.87 20,563.95 -------------- TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 1 20,563.95 1.00 1. 100 .500 1.000 11,310. 17 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 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492 .5 11409 . 0 28,333.01 4719.4 11310.2 11159.0 27, 188.62 EPI 95.96 CITY OF 4&aot& Aeac4-0;"* Office of Building Official REOUEST FOR INSPECTION Date Permit No. Time XM. Received Job Add S Owner's Name Contractor CONCR TE ELECTRICAL PWMBING MECHANICAL Framing 'Ell Footing E Rough Wiring E-, Rough Fj Air Cond,& C, Re Roofing Slab 01 Temp,Pole E Top Out — Heating Insulation Lintel Final Sewer 0 Fire Place E Pre Fab READY FOR INSPECTION A.K Tues, Wed. Thur& Friday----P.M. RK mal inspection E Inspection Made Inspector__ Certificate of Occupancy E Date 1\0 ?\ace xr s &rils?ec PION 7�3 It r9- 0 oo -5, ra All oo Tlv% so I C- rol u CP 06 C- 0 mkl� IIAOI q23 Los 1,01.01.0 .(, vlolt 0 SERIAL # 5411 RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 121 SL 2 ADDRESS : 1685 LINKSIDE CT N CITY :JACKSONVILLE OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1507 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 22009.41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 14390.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANVAPPLIANCE 3000.00 DUCT LOSS 1100.47 DUCT GAIN 1739.04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 19129.45 TOTAL LATENT 11607 .03 --------------------------------- ---------------------------------- 20% OVERSIZE FACTOR : 4621.98 20% SENS.OVRSZE FTR: 3825.89 ACTUAL + 20% OVERSIZE: 27731.86 ISENS. + 20% OVERSIZE: 22955.34 --------------------------------------------------------------------- * 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 0 A D C A L C U L A T 1 0 N * TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 South Double Clr Drapes/Blinds 1 5.00 145.00 125.00 South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00 North Double Clr Drapes/Blinds 1 42.00 1218.00 672.00 North Double Clr Drapes/Blinds 1 10. 00 290.00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm 31 .84 x 132 .00 4202 .88 Infiltration : Summer Htm 7 .73 x 132 .00 1020.36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371. 70 109.20 Solid Core/Wood - Adj . 0 18.80 417.36 78.96 Infiltration :Winter Htm( 31.84 x 39.80 1267 .23 Infiltration :Summer Htm( 7 .73 x 39.80 307 .65 --------- --------- --------- SUBTOTALS: 39 .80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009.41 17390.41 ------------------------------------------------------------------------------- FU300PL-AZU DEVELOPHENT INFORHATION Type ol Devwlop moats Flood Zones Required Lowwat Floor Elevation$ Zf building In located within a flood hazard zone, a survej must be made AFTER THE SLAB RAS BEEN POURED, certifying that the LOWEST FLOOR EL VATZOM Is equal to or above the base flood elevation astablisthod Xor that zcme. No final Inspection will be oado and no corti.1-1cate of 0C43upancy will be Issued untII the survey In on �fiiv with the Building Department. 4r COMMENTS2 Applicant AcknovIedgowonts I understand that the Immuence of thin permit In ContInIgent upon the - above information beIng correct and that the plans and nupparting date have be" or sthall be provided an r*quiredo X agree to comply vIth all applicable provIolons of Ordlnancmr Xo* 25-7-11 and all other laws or ordinances affecting the proposed development. Date ApplIcant's Signature.......................... -------------L----------------------------- --------- Department Uwe Re�quired Lowest Floor Elevation ------------- An% Built Lowest Floor Elevation Survey Filed with Building Department ........... ---------------------------:--------- Building Department RaprawantatIve page TRUSS SPECIFICATIONS FOR CENTEX HOMES 3705 A M CX3705A TRUE TRUSS INC. 'Me 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 2 1 H-23, for each component design only. DRAWING NUMBER DATE USR732 94223516 08-11-1994 USR732 94223517 08-11-1994 USR732 94223518 08-11-1994 USR732 94223519 08-11-1994 USR732 94223520 08-11-1994 USR732 94223521 08-11-1994 USR732 94223521-L 8-11-1994 USR732 9422352Z 08-11-1994 USR732 94223523 08-11-1994 USR732 94223524 08-11-1994 USR732 94223525 08-11-1994 19s USR732 94223526 08-11-1994 USR732 94223527 08-11-1994 USR732 94223528 08-11-1994 USR732 94223529 08-11-1994 ox-, \1D USR732 94223530 08-11-1994 1 Fli; /o CENT 14 ' -23 r T1 T3 4T4- T25 t I I co T5 Ln TPA 2 I Tirst T17A t Tit 'Tin 0 TQ I \1 7K TS 2 1 16 JOB: Centex Homes Inc LOC: 3705 A M DESIGNER: TCC 37 ' jati: (Cx3705A--Centvx HOSITS Inc 3705 A M) / T1 14' SPECIAL THIS OWG. PREPAAEO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): C: WEBS 2x4 SP 03 BEARING LOC. (FT): , 93 PLF (n TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND m 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 OR FULLY OPEN BUILDING. LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 (0i) EXCEPT AS NOTED. ru ELEMENTS TO TRANSFER WIND LOADS TO THE CEILING. AND ROOF LD DIAPHRAMS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. SEE LIBRARY DRAWINGS #19216 SHEET I OF I AND 19087 SHEET MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. fu ru I THROUGH 10 FOR ALL GABLE BRACING DET�ILS. C5X8 6 n 4 X 5(h) C,2,)�4 RV C3X8 (01) 3X8(01) 3 14' 7-0-0 -L 7-0-0 5-6-0 3-0-0 5-6-0 14' TRUSS MUST HAVE CONTINUOUS BEARING. Seq: 12236 PLT . TYP.— CLARY—V2 DESIGN CRIT TPI FL/I/I/O/E/—/— Rev 17.2i SCALE = 0.5000 )()(IMPORTANT** CLAAY DIVISION OF ALPINE WARN I NGImAs"s REQUIRE Ex"EME CARE TC LL 20 .0 PSF REF R732--96564 SMALL NOT Be RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FRO14 THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY IPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIfM OST811 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING Af CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING AS7A OUIAEMENtS. UNLESS OTHERWISE INDICATED. TOP 13C OL 10 .0 PSF ORW USR732 94223516 OC-L.—.D.*0 AID.ft A4,66 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY 9AACED WITH PROPER -i E�Q��..... .�t.. 1. TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: TCC,4-;;; c/ 1801 S. Great southwest Pkwv. COWkECTORS PER DRAWINGS 130, 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY A17ACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF CONFORM MIAPPLICABLE PROVISIONS OF NO$& 7PI. AN ENGINEER'S TECHNICAL UMATE (7/l/91) FOR SUGGESTED Gr and Prairl*' Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 1214) 660-3940 IN NO SMALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACT I !. TRUSS PLATE INSTITUTE. NOS- 1991 NATIONALDESIGN SPECIFICA1104 FOR WOW CONSTRUCTION" SPACING 24.0 J04: (CX3705A--Centex Homas Inc 3705 A M) / T24 37' SPECIAL THIS OWG._PAEPARED FROM__COkPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOO CHORD 2x4 SP 02 N : T3 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 301 CHORD 2X4 SP 02 N MWFRS UPLIFT (LB): 430 420 C W6BS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In 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) . TRQSS OESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND EPECTION OF TRUSSES. SEE "WARNING* NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING LO MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A III A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ru MUST B6 PROPERLY ATTACHED TO THE BOTTOM CHORD. ru w UI 14 C6xB T3 C3X4 5X5 (A) C2X4 C5x5 (A) 6 P;- 3X5(Al) _F C3X5 (Al) 2' _____15 x a =3 IX Cg'X5 C4X8 C2X4 37' I L-4- 20-6-0 37-0-0 16-6-0 L-4- it) 37' OVER 2 SUPPORTS R-1445# W-3"8 R-1445# W-3"8 Seq: 12316 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCALE = 0. 1875 XXIMPORTANT** CLMY DIVISIONINFILPINE WARNINGI—SE"REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96565 SMALL NOT BE RESPONSIBLE FOR N HANDLIND. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-21 13Y 1PI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTIMI BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CCL CLARY CONNECTORS ARE MADE OF' 200A GOILV. SIEEL MEETING AS19 QUIREMENIS. UNLESS OtHERWISE INDICATED. lop BC DL 10 .0 PSF ORW USA732 94223517 A 0—sion f Albirm A446 GR 0 EXCEPT AS NOTED. APPLY C13NNECIOFIS TO EACH fACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0 .0 PSF BY: TCC,4, CONNECTORS PER DRAMI WS 130. t5O 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S, Great Southwest PkWy. CONFORM M/APPLICABLE PF40VISIONS OF NOS& 1PI. AN ENGINEER'S TECHNICAL UPDATE 17/1/20 FOR SUGGESTED TOT.LD. 37 .0 PSF Grano Prairie' 7x 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 1214) 660-3940 M ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN 70 THE TRUSS ERECTION CONTRACT DUR.FAC. 1 .25 -.11----1� F .--TPI - TRUSS PLATE INSTITUtE. - NOS - 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" ISPACING 24,0" Job: (CX3705A--Centex HoMeS Inc 3705 A M) / T5 37* SPECIAL THIS DwS. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 430 420 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BULDING. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ru BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING U3 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING b, SUITABLE SUPPORT BY ERECTION CONTRACTOR. AND ERECTION OF TRUSSES. SEE *WARNING" NOTE BELOW. ru N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln C3XB 3X4 C5 m (A) C5X5 C3X4 6 p- C3X5(Al) C3X8 C5X5 C3X5 (Al) 2' _Tl'3 - xB x �:4 37' I L-4- 20-6-0 37-0-0 16-6-0 L-4 it) 37' OVER 2 SUPPORTS R=1445# W=3"B R-1444# W-3"8 Seq: 12251 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17,.2i SCALE = 0. 1875 )()(IMPORTANT*x CLARY CIVISICHOFLPIWE WARN I NGIR's"Es A"Oul"EXTREME CARE TC LL 20 .0 PSF REF F1732--96566 SHALL Not at AESPOWBISLE FOR N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTINI BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94223518 Oc'L.—sloft of Alplog A446 CA 9 EXCEPT AS NOTED. APPLY COMMECIOTIS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIIK PROPER .......... TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. Bottom CHORD BC LL 0 .0 PSF BY: TCC,4' CONNECTORS PER DRAWINGS t3O. 150 L IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIOID CEILING -- SEE TOT.LO. 37 .0 PSF toot S. Grea t South�est Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS& 7PI. AN ENGINEEA'S TECHNICAL UPDATE (7/1/911 FOR SUGMSTED Grand Prai r%e. IX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. F104NISH A COPY OF THIS (214) 660-3940 [liNt.ONLY. AND SHALL NOT BE AELIED UPON I I DESIGN 70 THE TRUSS ERECTION CONIAA TOR. I OUR.FAC. i -25 :�T:pj . I:U _ __ N ANY OTHER WAY C___l USS PL ATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICA71ON FOR NOW CONSTRUCTION-- ISPACING P4 Job: (CX3705A--Centax Homes Inc 3705 A M) / T14 37' SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT iLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 410 2130 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 13.71 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . �lj TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w lu NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A .4. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru CONTRACTORS WARNING: w SHIM ALL SUPPORTS TO SOLID BEARING. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS Ul AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. to C5X5 C X4 C3X (A) (A) 5X5 C5 C3X4 6 p;- 6 3X4 (Al) I __V� _F C3X8 cgx5 C3X4 (Al) C5x5 C5x 2 =3 3 C3X4 13' 10"4 23' IN 12 20-6-0 64 16-6-0 I L-4 5-6-0 _`�-O-O_ 5-2-8__0_-T-78_ 23-0-0 L-4 37' OVER 3 SUPPORTS R=564# W-3'8 R-1403# W-3"8 R-922# W-3"B -'LT. TYP.- CLARY-V2 Seq: 12428 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17,21 SCALE = 0, 1875 x)(IMPORTANT)ot CLARY 01111104 OF ALPINE WARN I NGTA`ssEs`EGUlRE EXTREME CARE TC LL 20 .0 PSF REF R732--96567 SMALL NOT BE RESPONSIBLE FOR N HANDLING. EAECIION AND DEVIATION FROM THIS DESIGN 08 THESE SPECIFICATIONS. OR ANY BRACING. SEE M19-91 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS189 BY TPI. FOR ADDITIONAL S-ECIAL PERMANENT BRAC1140 RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP 13C OL 10 .0 PSF ORW USR732 94223519 A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Ct"SHALL BE LATERALLY BRACED WITH PROPER PISS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: TCCA r — CONNECTORS PER DRAWING t3O. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY AtTACHEO RIGID CEILING -- SEE LE S TEChMIGAL UPDATE TOT.LD. 37. PSF 1801 S. Great SOUthWeSt Pkwy. CONFORM W/APPLICAB PROVISIONS Of NOS C TFI. AN ENGINEER'S 0/1/911 FOR SUGGESTED Gr a no Pr a irie' TX 75051 SEAL ON THIS DRAWING APPLIES 10 IME COMPONENT DEPICTED HERE DRYWALL APKICATION FURNISH A COPY OF THIS OUR.FAC. I -�5 2141 66G-3940 ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE IFUSS ERECT ION CDNIAACTOR. PN---TPI - TRUSS PLATE INSTITUTE. NOS- 1291 NATIONAL DESIGN SPECIFICATION FOR WOOD CCNSIAUCtJON I ]SPACING 24 0" Joo: ICX370SA--Centax Homes Inc 3705 A M) / T4 7' END JACK GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N SPECIAL CONNECTION/HANGER FOR 1406.440 REACTION AT RIGHT END. SOT CHORD 2x6 SP SS C WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In MWFRS UPLIFT (LB): 340 450 M BEARING LOC. (FT): 0.00 6.71 -1 TRUSS TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 00 NOT USE WITH PLASTER CEILING. (L/dL: 343.32 L/dT: 194,41) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. LO THIS GIRDER DESIGNED TO CARRY 21-00-00 TRUSSES FRAMING TO b. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT W MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. FROM OTHER SIDE. ru w u ru C2X4 77 C2X4 6 cr) C3X4 (Al) --r- 4'3 7' OVER 2 SUPPORTS C3X41 R=1534# W=3"8 R-1406# W-3"8 Seq: 12363 PLT . TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCALg = 0.500 Xx IMPORTANT XX CLARY DIVISION OF ALPINE WARNING,--'REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96568 SHALL NOT BE RESPONSIBLE FOR " HANDLING. EAECIION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-21 BY 7PI. SEE THIS DESIGN TC OL 7 .0 PSF DATE OB/11/94 C ARY FAILURE TO BUILD ftf TRUSS IN COWOR04ANCE WITH OSID11 BY TPI. FOR ADDITIONAL SPECM PERMANENT SAAC114G RE 10 -0 PSF DRW USR732 94223520 CLARY CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL CAL.—.—.1 AID 0 A446 SIT 8 EXCEPT AS NOTED. APPLY CONKC70AS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - C�a� �'!�I_ I r --d p'— . RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTICK CHORD BC LL 0.0 PSF By: TCC �L- TOOT S. Gr t SOUth.&St Pkwy. CONNECTORS PER DRAWINGS 130. 150 1, ISOA-F. DESIGN STANOAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37 .0 PSF r ri (214) 660-3940 JIM ONLY. AND SHALL 140T BE RELIEO UPON IN ANY OTHER WAY. IDESIGN 10 THE MUSS ERECTION CONTRACT f COWOP44 W/APPLICAeLfi PROVISIONS OF KOS& IPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/90 FDA SUGGESIE0 Gr�na P :a, e. IX 75051 SEAL ON THIS DRAWING APPLIES 10 IKE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY Of: THIS OUR.FAC. 1 .2 ---rPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICA71ON FOR NOW CONStRUCTIO-t-1 SPACING S F ABOVE� tv, Job: True Truss (CX370SA--Contex Homes Inc 3705 A M) / T2 37- SPECIAL GIRDER THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x4 SP #2 Dense: PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #1 Dense MWFRS UPLIFT (LB): 570 940 200 c: WEBS 2x4 SP #3 : W1O 2x4 SP #2 N: BEARING LOC. (FT): 0.00 30.04 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 14 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORNK* 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 7SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD(S) . U3 (A) iX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING AND ERECTION OF TRUSSES. SEE *WARNING" NOTE BELOW. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ru SUITABLE SUPPORT BY ERECTION CONTRACTOR. w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. LIT IT CANNOT BE USED UPSIDE DOWN. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SEE USR732 94223521-L FOR ADDITIONAL LOAD INFORMATION. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 5X5 3X4 C3X SX6 2X4 (A) A) (A)I (A) (A) C5x5 3X5(Al) C6X12 _F C3XB (Afl 2' =3 T4M C7K8 C5XB 6 30'0"8 - 1 6 11 8 I L-4- 20-6-0 37-0-0 16-6-0 L-4- 10 37' OVER 3 SUPPORTS R=1732# W=3"8 R-2928# W=3"8 R=407# W=3"8 Seq: 13583 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.21 SCALE - 0. 187 I MPOR T AN T CLARY OIVISIO.OF ALPINE WARN I NGIN"Es REQUIRE EXTREME CARE TC LL 20.0 PSF REF R732--96569 SHALL NO I BE RESPONSIBLE FOR HANDLING. ERECTION AND — DEVIATION FROM THIS DESIGN OR TtfSE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 CLARY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIBS BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P BC DL 10 .0 PSF DRW USA732 94223521 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OAACED WITH PROPER CC,4LT Ell,--1-1t.. Ilc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: T 6_1 CONNCC WAS PEA DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Gre a t Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 9 fPI AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SL"fSTEO TOT.L.D. 37 .0 PSF Grano Prat r le, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS DUR.FAC. 1 .25 1214) 660_3940 IN ONLY. AND SHALL NOT BE R(LIED UPON IN ANY OtHEA WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I d--TPI - IAUSS PLATE INStITUTE. NOS- 199t NATIONAL DESIGN SPECIFICAtIO"FDA WOOD CONSTRUCTION ISPACING 24-0." tStO�LOadsll[DF 1.251 jSpc 24,001 1011as 11(ROF-I 151 ILIPLIFT 021[OF 1.331 IW 24.001 IPI i.- il IFNIF-1.151 '53 -73 4 4 9 0 9 7 Is 3 a�4 A P6150 A to ,2 to 412 ai3 50' iffok mg to all 12 .13--W to i132f W-3.50* 07 Ala -1511 3010-8 t3 31-3i d 4-13 2-i 1-4-li--o 2112-0 30!0-0 XxIMPORTANT** THE LOADS SHOWN ON THIS DRAWING.s WARNING THIS DRAVING REPRESENTS THE DESIGN CRIT: REF A732-96569 REPRESENT INDIVIDUAL LOAD CASE LOADS APPLIED TO THE TAUSS APPLIED TO THE TRUSS SMI(N ON DRAWING IXUSA732 94223521. AND DOES NOT INKY THAT SUCH LOADS REFLECT TC LL PSF DATE 08/11/94 THE muss SHOWN ON THAT DRAWING WAS ANALYZED FOR EACH LOAD THE ACTUAL DESIGN LOADS REQUIRED To COMPLY :)CASE SEPAAA7ELY. SEE ORANING TXUSR732 94223521 FOR LUMBER. WITH CODE REOUIREMENTS. RESPONSIBILITY FOR TC DL PSF DAW TXUSR732 94223521-1 PLATES. 4ARNINGS. AND OTHER INFOAMAIION NOT SHOWN HERE SUCH COMPLIANCE LIES WITH THE BUILDING SC LL PSF TX—ENG AN ENGINEEA'S SEAL ON [HIS DRAKING INTIMATES ONLY THAT THE DESIGNER AND/OA ENGINEER OF AECORD. COMPONENT SHOWN ON IXUSA732 94223521 HAS BEEN ANALYZED FOR 8C DL PSF THE LOADS SHOWN KRE. TOTAL PSF I ISPACING: See cirwg. SEE OPAKING. IXUSP732 9422352t FOR LU98ER PLATES, AND OTHEA INFOF44ATION NOT SHOWN HEAE, Job: (CX3705A--Cent I!x Homes Inic 3705 A M) / T7 8' COMMON GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT ILOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 200 200 c: WEBS 2x4 SP 83 BEARING LOC. (FT): 0.00 7.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . FRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. ru RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO 4UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOTTOM CHORD FROM ONE SIDE AND 01-00-00 FRAMING TC/BC SPLIT to FROM OTHER SIDE. th, fu N w LA ru pi T C 6 C;;- '�2X4 (A 2X4 (Ai) __I- ml 4'3 u C2X4 B, 4-0-0 4-0-0 8 OVER 2 SUPPORTS R=570# W=3*8 A-570# W-3"8 Seq: 12293 .T . TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCALE - 0.5000 X X IMPORTANTX* CLAAY DIVISION OF ALPINE WARN I NG,—SES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96570 SHALL 49 1 BE RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FA004 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD IKE TRUSS III CONFORMANCE WITH OSIGS BY tPt, FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING AS7W QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC 0L 10 .0 PSF ORW USF1732 94223522 Alll�l A44fi OR 5 EXCEPT AS NOTED. APPLY CONNEtIOAS TO EACH FACE Of CHORO SHALL BE LATERALLY SRkCE0 WITH PROPER TCC E�2� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIM POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: CONNECIOPS PER DRAWINGS M. i5Q & SSOA-f- DESIGN STANDARDS WITH PROPERLY AIIACA-VO RIGID CEILING -- SEE TOT.LD. 37 .0 PSF jDi S. Great SOUtflweSt PkWy. CONFORM W/APPLICASLE PROVISIONS OF NOS& IPI. AN ENGINEER'S TECHNICAL UPDATE 0/1/911 FOR SUGGESTED Gr.'. Praipie. Ix 75051 SEAL ON THIS DRAWING APPLIES IQ IKE COMPONENT DEP%CIED HERE I oRYWAAL,APPLlcAI 10% FURNISH A COPY or IKIS OUR.FAC. 1 .2 '21") 660-3940 IN OWY, AND 94ALL Not BE FIELIED UPON IN ANY OTHER WAY )ESIC 0 'M TRUSS ERECTION CONIRACtOA. F7�-fPj - I"S PLAVE INS-IITUTE. Nos - iggi NATIONAL oisirh spicwiwim FOR wow CONSIRUCII04 ISPACING SEE ABOVE rr- iob: (CX3705A--Centex Homes Inc 3705 A M) / T9 21' HIP GIRDER 7'SB THIS OWG. PREPAREO_FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS HFR. TOP CHORD 2X4 SP 412 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFAS UPLIFT (LB): 510 510 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 20.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH OEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. �SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD(S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ru #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. U3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru R) C6X6 C3X4 CS 6 T M z C3X6 (Al) I C6X6 C3X6 455# 455# —21 ' 7-0-0 7-0-0 7-0-0 4 A 21-0-0 21 ' OVER 2 SUPPORTS R=1612# W=3"8 A=1612# W=3"B Seq: 12389 PLT . TYP.– CLARY–V2 OESIGN CRIT TPI FL/i/i/D/E/–/– Rev 17.2i SCALE = 0.2500 XX I MP 0 R T A N T x* CLARY DIVIS1014 OF ALPINE WARN I NG,'puss""QUIREE EXISENE CAAE TC LL 20 .0 PSF REF R732--96571 SHALL NO? BE RESPONSIBLE FOR N HANDLING. AECTION AND DEVIATION FRON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-21 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE IRUSS IN CONFORMANCE WITH OSISO BY IPI. FOR ADDITIONAL SPECIAL PEAMANENT BRACING AE – CLARY CONNECIDPS ARE WAGE OF 206A GALV. SIEEL MEETING ASIN QUIAEMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94223523, at A446 CA 8 EXCEPT AS NDIED. APPLY CONNECICAS TO EACH FAZE Of CHORD SHALL BE LATERALLY BRACED WIIH PROPER IAUSS AND UNLESS OTHEAvISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD"AIMING. 80110H CHORD BC LL 0 .0 PSF BY: TCC/Al- - CONNECTORS PER DRAWINGS 130. 150 � ISOA-F. DESIGN STANDARDS Wit"PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LE) 37.0 PSF 1801 S. Gre I Sou tnwest Nwy. CONFORM W/APKICASLE PROVISIONS OF NOS& TPI. AN ENGIWEA'S TECHNICAL UPDATE t7/l/gil FOR SUGGESTED Grl Pr.:', TX 75051 SEAL ON THIS DRAWING APPLIES TO IKE COMPONENr DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (214) 660-3940 ONLY. AND SMALL MOT BE AELIED UPON IN ANY OTHER WAY DESIGN 10 THE TRUSS ERECTION CONTRACTOR. PN---tPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIRM flO� SPACING SEE P n IvF' fv Job: (CX3705A--Centex Homes Inc 3705 A M) / TIO 21' HIP g'SB THIS OwG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 280 280 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 20.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M 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 OR FULLY OPEN BUILDING. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to b, ru ft) w LIT ru C5x5 C5 5 TX C2X4 T>2X4 6 P;- C3X4 (Al) 3WAI) —4 X5 C3X8 21 ' 1 9-0-0 3-0-0 9-0-0 1-4-0- 21-0-0 jz4i 21 ' OVER 2 SUPPORTS R-853# W-3"8 R-853# W-3"8 Se 12278 'LT . TYP.— CLARY—V2 DESIGN CRIT TPI FL/I/I/O/E/—/— Rev 17.2i SCZE 0.2500 **IMPORTANT** CLARY ..11SI.OFILP.. WARNINGAussrs REWIRE EX?AEME CARE TC LL 20 .0 PSF REF R732--96572 SHALL NOT BE RESPONSIBLE FOR N HANDLING' EAECTION AND CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-9 I By 1p 1. SEE THIS DES IGN TC OL 7 .0 PSF DATE 08/11/94 ARY FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PfAMANENT SPACING RE — CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94223524 . ..... A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PAUPER 14--d TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF By: TccTr 180 S. Great South�tgt Pkwy. CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PAOPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 .0 PSF I CONFORM W/APPLICASLE PROVISIONS OF NOS 6 IPI. AN ENGINEER*S TECHNICAL UPDATE (7/l/211 FOR SUGGESTED 'j G.a Prairie. Ix 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS (214) 660-3940 IN ONLY MIT SHALL Not BE AELIED UPON IN ANY orHEA WAY. I DESIGN 10 THE TRUSS MCTION CONTRACTOR. OUR.FAC. 1 .25 ly* AND INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT ON P. - 10,LIAI. LSP�AC�I N G�2 4.0 Job: (CX3705A--Centex Homes Inc 3705 A M) / Til 21' COMMON THIS OWG. PREPARED FROM COMPUTEA INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS WA. TOP CHORD 2X4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP #2 N MWFRS UPLIFT (LB): 270 270 WEBS 2X4 SP #3 BEARING LOC. (FT): 0.00 20.71 In TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND 33 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 OR FULLY OPEN BUILDING. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 113 lb. ru w w 0 ru Ln C4X4 T !Tl C2X4 2X4 In C3X4 (Al) 3X4 (Ai) C 5 C3X4 21 ' 10-6-0 0 10-6-0 jz4-:0- 21-0-0 �4- 21 * OVER 2 SUPPORTS R=853# W-3"8 R=853# W-3"8 Seq: 12382 'LT. TYP.- CLARY-V2 UESIGN CRIT TPI FL/i/I/O/E/-/- Rev 17.2i SCALE = 0.2500 x X IMPORTANT*X CLAAY DIVISION OF ALPINE WARNING,"U"E'REQUIRE EXTAEME CARE TC LL 20 .0 PSF REF A732--96573 SHALL HOT BE MESPONSIOLE FDA N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SKCIFICAIIONS. OR ANY BRACING. SEE H18-9t BY IPI. SEE INIS DESIGN TC DL 7.0 PSF DATE OB/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY IPI. FUR ADDITIONAL SPECIAL PERMANENT BRACING FIE CLARY CONNECTORS ARE MADE OF 20GA GAIV STEEL MEETING ASIM GUIREMEMIS. UNLESS OIKRWISE INDICATED, TOP BC OL 10 .0 PSF ORW USF1732 94223525 0 A101- A.45 OR 8 EXCEPT AS NOTED. APPLY COMMLCIORS 10 EAC14 FACE OF CHORD SKALL BE LATERALLY BRACED WITH PROPER _."Ct.1 I_ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS1710ft LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: T CC/�j F t1301 S G eat soutri.est Pkwy. CuNNECTOAS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF , r' CONFORM WAPPLICABLE PROVISIONS Of MOS 9 TPI. AN ENGINEEA'S TECHNICAL L00ATE (7/1/90 FOR SUGGESTED Gr a no Pra Irlie. TX 75061 SEAL ON I HIS DRAWING APPLIES to THE compowNr DEPICTED HERE DRYWALL APPL ICAIION. FURNISH A COPY OF 7HIS 1 .25 (214) 660-3940 JIM NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN 10 THE TRUSS ERECTION CONTRACTOR. OUR.FAC. A INSTITUTE. NOS- I99t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �lh - OR ISPACTNg 24 0" Job: (CX3705A--Cent a IT HoMeS Inc 3705 A M) / T23 8' COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 200 C WEBS 2X4 SP #3 BEARING LOC. (FT): 1.04 7.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. ru CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U3 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ru w Ln ru m T !,r) 6jTx C\j '6X 4 C2X4 (Al) 2WAI) 4 L 3 jzr u C2X4 C r;,Y.6 2X4 4-0-0 4-0-0 1-1-4-0 -1 8-0-0 8' OVER 2 SUPPORTS R-422# W-3"B R-321# W-3"8 sec�, 12379 PLT. TYP.— CLARY—V2 DESIGN CRIT TPI FL/I/I/O/E/—/— Rev 17.2i sc A = 0.5000 KNIMPORTANTX)t CLARY DIVISION OF ALPINE WARNINGIA'sses"Oul"'E'TAEE"m TC LL 20 .0 PSF REF A732--96574 SHALL NOT Be RESPONSIBLE FOR N HANDLING. ERECTION AND DEVIATION FAOK THIS DESIGN OR THESE spEciFICATIOM. OR ANY BRACING. SEE HIG-St BY TP 1. SEE THIS DESIGN TC DL 7 .0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE MUSS IN CONFORMANCE WIT"OSIBB 13Y TPI. FDA ADDITIONAL SPECIAL PEAHANENI BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIX OullnEMINIS. UNLESS OTH10001SE INDICATED. IOP BC OL 10 .0 PSF ORW USA732 94223526 ec.L.1610n Of AlPtAe A446 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMILL BE LATERALLY BRACED WITH PAOPER E�g�.........ct'. I� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACKED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: TCC/,Zf 1801 S. Great SoUthwellt Pkwy. CONNECTORS PEA DRAWINGS 00. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING -- SEE TOT.LD. 37 .0 PSF CONFORN WIAPPLICASLE PROVISIONS OF MDS& IPI. AN ENGINEER'S TECHNICAL UPDATE 17/l/90 FOR SUGGESTED Gr ana Prai r I e. TX 75051 SEAL ON THIS DRAWING APPLIES TO IKE COMPONENT DEPICTED HERE DRYWALL APPL ICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (2141 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANN OTHER WAY. DESIGN 10 THE IRUSS EAECIIDH COHIAACIOA. ---TPI - IRUSS PLATE INSTITUTE. NOS- 1291 NAfIONAL DESIGN SPECIFICATION FOR WOOD CONSTAUCIION SPACING 2A Joo: (CX3705A--Centex Homes Inc 3705 A M) / T25 14' SPECIAL THIS OWG. PREPARED, FROM COMPUTER INPUT ILOAOS C OINENSIONS) SU13MITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFAS UPLIFT (LB)'. 210 210 r– WEBS 2X4 SP #3 BEARING LOC. (FT): 0.00 13.71 En TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND M 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 OR FULLY OPEN BUILDING. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LET ri W LIT fu T C4X4 fTl 0 4X5 (R) C4X5(R) C2X4 (Al) 2X4 (Afl �'3 3 14' 7-0-0 1 7-0-0 11-4-0-1 - 5-6-0 3-0-0 5-6-0 -11-4-01 14' OVER 2 SUPPORTS R=594# W=3"8 R=594# W=3"8 Seq: 12241 PLT. TYP.– CLARY–V2 DESIGN CRIT TPI FL/I/I/O/E/–/– Rev 17.2i SCALE = 0.3750 M*IMPORTANT*m CLARY .....GNGF ALP'WE WARNINGT—E-REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96575 SHALL NOT BE RESPW41BLE FOR N HANDLING. ERECTION AND CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-21 BY IPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 08/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASIN QUIAEMENfS. UNLESS OTHERWISE INOiCAtED. TOP BC OL 10 .0 PSF DRW USR732 94223527 A446 GR 0 EXCEPT AS NOTED. APPLY CONNECIOAS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER BY: T CC 1;-t I-- TRUSS AND UNLESS Of"ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE i8ot S. Great southwest Pkwy. COWORM WIAPPLICABLE PROVISIONS OF NDS& IPT. AN ENGINEEA'S TECHNICAL UPDATE 0/1/91) FOR SUGGESTED TOT.LD. 37.0 PSF Gran d Prairie. TX 75051 SEAL On THIS DRAWING APPLIES TO THE CONPONEwr DEPICTED HERE I ORYWANL7APPLElCjAZ:M FURNISH A COPY OF THIS DUR.FAC- 1 .25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESIG , TH 5 ERECTION CON7AACIOR. I ---TPI - TRUSS PLATE ImSTITufE. NOS 1991 NATIONAL DESIGN SPECIFICA71ON FOR WOW CONSTFAXTION SPACING 24.0" Job: (CX3705A--Centex HomeS Inc 3705 A M) / T16 21'COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 02 N MWFRS UPLIFT (LB): 280 200 C: WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 20.71 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 OR FULLY OPEN BUILDING. w ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to b. ru ru w (A ru C13 C4X4 T C2X4 2X4 6 Lo C3WAI) 3WAO 3X 21 ' 10-6-0 1 10-6-0 1::4 21-0-0 21 ' OVER 2 SUPPORTS A-856# W-3"B R-773# W-3"B S e 12385 .i-T. TYP.- CLARY-V2 OESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCEE = 0.2500 *XIMPORTANTN* CLARY 0111511.OF ALPINE REQUIRE EXTREME CARE SHALL NOT Be RESPONSIBLE FOR WARNING,"""' TC LL 20 .0 PSF REF A732--96576 N HANDLING. ERECTION AND CL DESIr -2t BY IPI. SEE THIS DESIGN DEVIATION FROM THIS N OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS TC DL 7 .0 PSF DATE OB/11/94 ARY FAILURE TO BUILD THE tAUSS IN CONFORMANCE WITH OSTS8 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE - CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENIS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORW USA732 94223528 IVen Of Alpine A446 CA 0 EXCEPT AS NOTED. APPLY CONNECIORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACED WITH PROPER E�l—*rfa IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIM POSITION LY ATTACHED PLYWOOD"AIMING. 001TON CHORD BC LL 0 .0 PSF BY: TCC4,1- CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AMID CEILING -- SEE '$,OA S. Gr eat Southwe2t PkWY. CONFORM N/APPLICABLE PROVISIONS OF NOS C 7PI. AN ENGINEEA*S TECHNICAL UPDATE (7/1/211 FOR SUGGESTED TOT.Lo. 37.0 PSF Gr nd Pr&I r ie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE compoNENr DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR DUR.FAC. 1 .2 .--TPI TRUSS PLAIE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONS TRUCT k SPACING Job: (CX37O5A--Centex H0801% Inc 3705 A 14) / T3 23'3'8 SPECIAL GABLE THIS OWG. PREPARED FRO14 COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SDT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB : C WEBS 2x4 SP #3 BEARING LOC. (F71: 83 PLF In 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 OR FULLY OPEN BUILDING. W ru LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL ALL PLATES ARE C2X4 EXCEPT AS NOTED. ELEMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF DIAPHRAMS. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS, BRACING NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A rvi AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. SUITABLE SUPPORT BY ERECTION CONTRACTOR. LAI LIT SEE LIBRARY DRAWINGS #19216 SHEET I OF I AND #9087 SHEET A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ru i THROUGH 10 FOR ALL GABLE BRACING DETAILS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO C4 6 C:;- 5X5 T CO X4 W W 3X4 (01) 8 4 6-6-0 0 C3X4 23' OVER I SUPPORTS R-74 plf W=23' Seq: 12407 'LT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.2i SCALE = 0.2500 **IMPORTANTI** CLARY DIVISION OF ALPINE WARNINGT"REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96577 SMALL NOT Of RESPONSIBLE FOR " HANCLIW ERECTION AND 7.0 PSF DATE 08/11/94 CLDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H1.1 BY IP I. SCE TH I S DESIGN TC OL ARY fAILURI! ID BUILD I"E TRUSS IN CONFORMANCE WtTh GSTN BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF?GOA GALV. STEEL MEETING ASIN QUIREMENIS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DAW USA732 94223529� A446 CA 9 EXCEPT AS NOWD. APPLY COMMECIM TO EACh FACE Of CHORD SHALL BE LATERALLY SAACED 011H PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: T C C Mi S. Great Southwest Pkwy. CONNECTORS PER DRAWINGS M. 150% ISOA,-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 91010 CfILIWG -- SEE TOT.LD. 37 .0 PSF CONFORM W/APPLICAIILE PROVISIONS OF NO$& IPI. AN ENGINEEA'S TECHNICAL UPDATE (7/1/211 FOR SUGGESTED Gr a TS Pr a i r it, TX 75061 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE 04YWALL APPLICATION FURNISH A COPY OF THIS JDUR.FAC. 25 l214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. I r m--tPI - )RUSS PLATE-INSTIrUTE. NOS- Mt NATIONAL DESIGN SPECIFICATION FOR WOOD CCMIAUCTI ISPACING 24�0" 16— Job: (CX3705A--Centex HONSS Inc 3705 A M) T6 7' MONO THIS DWG. PAEPARED FROM COMPUTEA INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS mFR. TOP CHORD 2X4 SP #2 N SPECIAL CONNECTION/HANGER FOR 236.58f REACTION AT RIGHT END. BOT CHORD 2x4 SP 02 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFAS UPLIFT (LB): 200 200 BEARING LOC. (FT): 0.00 6.71 -4 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND W WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LD C2X4 (Al) 4"3 C2X4 7-0-0 7' OVER 2 SUPPORTS R=357# W=3"8 R=237# W=3'8 Seq: 12423 'LT TYP. CLARY—V2 OESIGN CRIT TPI FL/I/I/O/E/-/- Rev 17.21 SCALE = 0.5000 XXIMPORTANTxx CLARY DIVISION OF ALPINE WARNING."U""REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--96578 SHALL "of BE RESPONSIBLE FOR N MANGLING. ERECTION AND DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE OB/11/94 ARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT"GS186 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIREMENIS. UNLESS OTHERWISE INDICATED, lop BC DL 10 .0 PSF DRW USR732 94223530 AIL46 GA 9 EXCEPT AS NOTED- APPLY COKMECIORS TO EACH FACE OF CHORD SMALL BE LATERALLY&RACED W11H PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 00110H CMAO BC LL 0 .0 PSF BY: TCC/ , I — SOT S Great southwest Pkwy. CONNECTORS PER DRAWINGS M. ISO & tGO01-F. DESIGN StANOAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37 . PSF CONFORM N/APPLICABLE PROVISIONS OF NOS& 7PI. AN EkGINEER-S TECHNICAL UPDATE (Y/1/911 FOR SUGGESTED Cr ano Prairie, Tx 75051 SEAL 0% THIS DRAWING APPLIES to IKE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 1 .25 (214) 660-3940 1 N.��v.j Sh&� BE RELIED UPON IN ANY OTHER WAVI DESIGN 70 THE TRUSS ERECTION COMIAACTDR. OUR.FAC. T;. 5� - 13�r _2T_ I S PLATE INSTITUTE. NOS- 199%NATIONAL DESIGN SPECIFICATION FOR WOOCI CQNSIAUCIIOM SPACING