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Permit 1656 Linkside CT (vault folder) l , ADDRESS BUILDING PERMIT NUMBER U S `- INSPECTIONS: FOOTING UNDER SLAB PLUMBING `� SLAB FRAMING 2 5- COVER-UP- S- D s- -9 7 INSULATION J 'o�� t' FINAL BUILDING CERTIFICATE OF OCCUPANCY g ELECTRICAL PERMIT # (.f j INSPECTIONS ROUGH FINAL 7 - 1 - MECHANICAL - 1MECHANICAL PERMIT # SI 9 7 5 PLUMBING PERMIT # O NOTES: CITY 0; OiNce of BuHding Official �/3_5 Date / -- Permit No. _ Time Received Locality Owner's Nam ��L L Name -.,r BUILDING CONCRETE ELECTRICAL (LUIN NG MECHANICAL Frarrming —_ Foot'no - Rc':gh Rough Air Cond. $ Re Rooting Slab Tame P.,.. Top Out Heating Insulation 7 Lintel Final Sevier Fire Place Pre Fab Mon. Tues !`:ed. Thurs. Friday __P.M. Inspection ivtade ' F d Insoection (,- -ilcate Of Occupancy i=, CITY OF yq&4A&C Bea CA e I Office of Building Official REQUEST FOR INSPECTION J Date Permit No. TimeffYN. Jo ddress oc,Elity Owner's Name = t Contractor ` BUILDING CONCRETECTi3ICgL LUMBING MECHANICAL Framing _ Footing L- \Rough Wiringough C Air Cond. & Re Roofing Slab C Temp Pole D Top Out E: Heating Insulation _ Lintel Final E Sewer E Fire Place Pre Fab READ INSPECTION A.M. Mon. Tues. Wed. i Thi. FridayP.M. Inspection Made M nal Inspection Certificate of Occupancy L Date _ `. FLA. 1967 LAWS FS 713.13 RAMCO FARM 400 C". I rut (PREPARE IN DUPLICATE( (oto fallout it uttug witrent.' The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated,in this NOTICE OF COMMENCEMENT, Descriptionof property...................................................•............................................................... .................. ............ .. .. 30VW ( T .. . ........ . a :....: .......................................................................5. ' .........--r,N K.S! ................................................................................................. 11 ....... ................................................ General description of improvements.............•....................•................................................................. ................................................. ,1 .}`.....�.. ��'.............P O o.,�-c .:`...............:.... �...,...^......... ..........................T...............................................................•...:.................................. ..... Owner...................1.`N{.'.... ..,...1,.,?. .....�=i°�t..��.•�. A.T.. —. .:. t, Address.....................oS'7a....... `"....N.K$...De...........C.OUR ...... Nt7/• t-{.................................:...:....................::........:..:... Owner's interest in site of the improvement.............................•.............•......... , .................: , ..... ......... fee Simple Title holder (if other than owner) Name..................................................................................................................................... Address....................................•....................•...........•...•...,•...............•..................................................... L Contractor.................U.�S....�..��. ......... -r`'.............�t^ .... .r ..... :........ +� Address.............3 a. ........ ,... Lv. ...................... iC ..........F�' ..... . Z ...... ....... Surety (if any)..................................................................................•...........•............................. . ... Address..........................................................•..............................................•...........................................Amount of bond S.................:...:........... Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name........... .............................................................•................................................................................... Address.................•...............................•.....................,...................................•..................... :. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice, as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name...:.............................................................................. ................. .. ... Address.......................................................................•...... liv' THIS SPACE FOR RECORDER'S U96 OIJLY (/ �4�✓ E V CrtYu.�,�au-r�-1.� � �� ✓' l�`1°�``�� C� �� za' � G �4 PSR4844 9255 IIII PAR OF B%EACH ILDING • CITYf ATLA�ITIO PERMIT INFORMATION LOCATION INFORMATION Pe'rmi't 9255 Address: 1655 LINKSIDE COURT NORTH txit Type.: ELECTRIQAL ATLANTIC HEACHf FLORIDA 32233 I C:Ia � f Work: ADDITION -------- LEGAL DESCRIPTION _-- -� -___-- ` t r T pie CONCRETE, tat ; Block. Sect a cin Proposed Use: POOL/SPA Township:P; RNO: 0 j I?uaellin 0Code: �+ ubdivasion: SELVA LZNIKSIDE Estimated VaIuer k" Improv. cost : i. ' Total X35.00 d F I �,. � ,f -- APPLICATION FEES --- N 'PERM I T �$35.00 Addre's' s,., I E COURT, OR GHAT EE0 .09 RID W Al xs R RADON GAS-H.R. S. $0 .00 CO Na ACTR - C OR R ItO N CAS 5$ 0 .00 me CAPITAL IMPROVE, Ad 1525 CR CIRCLE WRST SEWER TAP $0.00 JAC 5 LE, FL 322.25 CROSS CONNECTION 0_�()0 Lx � e; Type. 0, SEC H IPACT FEE R 1 SCHAROE/ATL.$CH. .r ra tea, NOTES I 1 l NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERIMIT NOlDr SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FR0 THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE 4 CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER FAILURE r COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN f� "I'HE PRQPERTY OWNER PAYING TWICE FOR a ILIDING IMPROVEMENTS," i5k SIJ4410,t:30:APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCrAN F #. tAT10ABL ,F'ROVISIONSOf LAW. r 4 ATI r�T * EAC'i III C3ING'b�PARTMENT ( CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: lU 2� 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: M ER ELECTRICIAN SI N UREJOURN 4; s� c ' /V' Fn NAME (GU ADDRESS: S�Q �� RFD BOX BLDG.SIZE r Y• /Z2V r^.P BETWEEN: RES.(K1 APT.( 1 COMM.( I PUBLIC( 1 INDUS. ( ) NEW( ! OLD( 1 REW.i 1 ADDITION ( ) TRAILER ( 1 TEMP.( 1 SIGNS ( ) SQ.FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES 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. I H.P. VOLTAGE PHS MISCELLANEOUS PsF1480 9135 pEpApTN1ENT OF BUI1r10iNG CITY f'0 ATLANTIC BEACH j INFO iATTO - - , --- ..------ LOCATION INFORMATION ,---- mit Number'. 13 `, Address. 16 6 LINKSIDE COURT NORTFI_-„ . � Per Permit T.YP SWII�ING PC►OL P�TLANTIC BEACH, FLORIDA 32233 .,lass c Work: NEW LEGAL DESCRIPTION `...._ Ccnstr. Type, CONr TE,N.,, Lot , 130 Block- Section:Pr posed Use. POO /SPA 'Township RNG: (� bvel IingsI Code. 0 Subdivision: SELVA LTNKSIDE #'2 Estimstod Value: $800.'DJU. Prov, Cost ► . 1€4. r Teat l, S3q.00 r Amt a 36 tit? { tit a x a "TIC►N .. - x ' � �,»,..» APPLICATION FEES _� .. DANENDIGOTT PERMIT $30 00 sddr�s I► ?EfyyNT"' NE} s NA IMPAC` FEL fs� ► }{ Lt7F �„. � � x„�r� °+x x.FEE Ww .m w . METER TAP WA 00 RADON GAS-H.R. S. $0 .00 TR It FORMAT - -- 'RADON CAB % 8;0.00 is ,,..5?? 00 CA'P"ITAL IMPROVE. $3, Adds : 321 B4ULEVARD SEWER "TAP $0.00 JACK �. LLQ BEACH, .�F'L 32250 CROSS CONNECTION UQ. i Li "se: Type: D SEC" H IMPACT FEE E0 00 , SGAREE/A' L.BCal H. NOTES: ` NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POU RING, ". PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUCL�-NG MATERIAL,RUBBISH AND DEBRIS GROIN THIS WORK MUST.NOT SE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER � w °FA►fiLURE TO COMPLYWITH THE MECHANICS' LIEN LAW CAN RESULT IN P tJI?ER' 'Y C�WN FA�'ING TWICE � I� BUILDING IMPROVEMENTS." AT ISSUED ACCORDING-TO APPROVED, PLANS WWH,ICH ARE PART OF THIS PERMIT AND SUBJECT TQ`4' 4TDON FC f .ry CfL1 TION OF APPLICABLE PROVISIONS of LAW. . 00000M �WV ,>t •DIO I.4. '. R7� BSS- / 9/ 1 �. {Cj ; ri CIT'i OF ATLANTIC BEACH APPLICATION ]:OR POOL PERMIT Job Address, 165-6 1AJXS lb C- Q4V2T N0(LT14 Lot # �3� Block 11 Subdivision Owner NA" Eti bIw !r Address i b $'� �.��,1CS'%'ry- CGovR-r- Nof;-ITa{ S:r,-L\14 L(Nkj jDE N 1T Contractor Sup-F5-i0&E IoaLT A-V� SP&-S 2- Address3 Z f �E Prc�-i "6�v� _ JCC 1�1c^_ C I-f �-C- 3;t:L!M License Number Valuation' $ Z Gi 0-0 —Ga.l,lons S I T;E PIRA'-'q front. j �1 23 1994 ' a _)g and Zoninor r3ar Signature Owner, " Date Date Signature Contractor � „/ �,z.�= ,`rte-✓�" •r; / 898 ni OFFICIAL RECORDS ',� yf• 3 � ,c.c• rc. Q 9i An 13.61 h W Ot i a 11-7 _ ✓, i/✓ �d� �f/i/�� f S is/NIIN Fc�+oe �J ` �ten... �� G/ , �.r.�� EG CVAIMN:�/�DD� 1` 71•� ��u 7�n/1✓T' 0.7' - v,.cs u: ♦ �' �� ' 41 .ai. .r• _ N �L ,�- Q �� C•IVOOU �t.NCF. �, Gr D vr�1p ',1 J, G� �rr►�Qa Ole l7 1: i� "TRIS SKETCH IS NOT A SURVEY AND IS ATTACSOLE PURPOSE OF COMPLIANCE WITH F. S. 28.222(4).TIE. 94 - 0 I 0 7 1 '49 94 JUL 21 AM 11: 21 F'ILEO.AND RECORDED RECORD VERIFIED DUiUTFOFVALCONY LA CLERK OF CIRCUIT COURT t O Y i _ L 1 � s tu �t Ilii I • ,, 100 r; fid I�Tl�N r'i�.��1�C.1 j� �C. Tat Zt#C4ia�. ,►o0lt AojwCO�RUCTION• , 4aa aN1'• 1L�tA{v951 UW—' CITY OF Office of Building Officia REQUEST FOR INSPECTION Date Permit No. Time ,.7 A.M. Received /G,-�l! P.M. - -;::� _. i - s Job Address Locality 1 Q Name Contractor —41 BUILDING CONCRETE ELECTRICAL U G MECHANICAL Framing _ Footing Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole C, To t C beating nsu;ation Lintel Finat C` e Fire Place Li Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. T urs. Friday P.M. J ,cam i. inspection tv1ade ___ Final Inspection I Certificate of Occupancy Date CITY OF 4&.4k B"- Official Office of Building �7N REQUEST FOR INSPE ION Date Y__ Permit No. 51 Time RArpivnrl P Job Address t- Locality Owner's Name Contractor BUILDING CRETE ELECTRICAL MECHANICAL 0 Framing Rough Wiring Air Cond. & D rj Top Out Re Rooting D, Temp Pole 0� 0 Heating Insulation ❑ Lintel Final Sewer D Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. (,Tues.�) Wed, Thurs. Friday—P.M. Inspection Made Inspector_ Final Inspection Certificate of Occupancy E Date TRANSMITTAL DOCUMENT FOR JEA DATE: _�- The following permits have passed "rough" inspection: Permit No. Address 09 0 5.352 / 5Z J E� e�c'� 'O�XCx� xX�fx �npeam Please update your records accordingly. BUILDING CLERK CLERK CITY OF ATLANTIC BEACH /vcb DEPJI Ml�tal' `.t? , IUILD# 0 Pe at Number: 5375 Per-m t Type** MECHANICAL ATLAT�C ��►��; ��1t� IE3l�i ?32233 C1sS I~It3rk t NEN »_ - » to AL' I)$;3CRIIt ',.:.. ...._ __ 'bnitr. Type: WOOD FRAME Lot : 1 C SIDOk: S t�Qxl. . Propos-e-4,U SINGLE FAMILYTownship: PNS 4 C D l" -'I'trjs Code 0 Subdivi"si ab Se1;vs Linkside 23txo�ated Value; $0 -00 , i ar Ott. Ccas _ $0 .0 T t 1 Fees . $37,00 A wit Paid: $37 .0 %:01 te5123/94 VION , . PERM IT .. d y E COvR I tP CT v .Q R , FLCRI" �� IMPACT FEE o .4o on ."MSTERTAP $0 .00 PORMAT10 D' 71 I ,EAT & AIR CAP"PTL IMPROVE. $0.00 1l I E R1, IgDR UL IC SHARE 0 .Q9 M .. __... N1 ON 4.0 SE .R' IMPACT, FEE $0.0.0 Cofj$T SURCHARGE 1-0,".00 p5�;arag ".aro% ,¢ds`p."mh.m «nmawwm �„amamnrmwwa!av � .r€, NOTES. l k N©TICE ALL CONCRETE FORMS ANO FOOTINGS MUST BE INSPECTED BEFORE POURING ., PERMIT VOID SIX MONTHS AFTER DAT OF,ISSUE BUILDING'MATERIAL,RUBBISH AND DEBRIS.FROM THIS WORK.MEtR NQ SE Pt I CED PUE?LIC SPACE,ANCA MUST ` CLEh6 EQ UPAND HAULED AWAY BY EITHER Ct3NTRAC'tO R 4R OWNER t Ct' MPL.YN NTH TNS M�GHA�L '.�,�� SAW`CAN RE OWNER'PAY' NG T`WICEFC R B��L�C�.�`NG �l 'PRO.V 7 8�-3 IS$tI , *C6RQING Tq;:A`PPROVED PLANS WH ICH, PART DF THIS; i'I AND: 7Q:xREV�CATiONFOR 1fI©GJ APPLgLE PROVISIONS,OF LAW. : ATLA"+1TIt &EACH-:BUI NG PA TMENTM1 �► f' T13 4 T14 q T15 T16 F26 F25 r BEAM 3-1/2" % 18" Cn SER LEVEL PLAN FOR CU F27 ROOF FRAMING THIS AREAco i F23 C JF21 Ln N BEAM F20 4- 3-1/2' a 18' T41, P'F19 3 T2,, 0 T1t (U 76. 1....N 13 ' 8 '1 LOWER LEVEL FLOOR 6 ROOF FRAMING PLAN APPROVED 37 ' CITY OF ATLANSIC BtACN BUILDING OFFICE Z p 1994 By �. TRUE TRUSS, INC . 10411 ATLA DRIVE MOB: CENTEX HOMES 3704 A + C JACKSONVILLE. FLORIDA 32226 (904) 757-7500 LOC: 3704 A + C Scale: none DESIGNER: SDS 4' 4' 814' SEE LONER LEVEL PLAN FOR ROOF FRAMING THIS AREA j T29 T30 C7 cn a7 V - T31 T38 T28 0 T32 CU T33 r T35 -71 p7 T36 T37 - - Q 0 e1 e-I 7 ' 1 3 8 11 ' 4 " UPPER LEVEL ROOF FRAMING PLAN I+-- — 37 ' TRUE TRUSS, INC . 10411 ATLA DRIVE JOB: CX3704U Centex Homes 3704 UPPER JACKSONVILLE, FLORIDA 32226 (904) 757-7500 LOC: 3704 UPPER LEVEL Scale: none DESIGNER: OM TRUSS SPECIFICATIONS FOR CENTEX HOMES INC 3704 A&C CX3704AC The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 94087501 03-28-1994 USR732 94087526 03-28-1994 USR732 94087502 03-28-1994 USR732 94087503 03-28-1994 USR732 94087504 03-28-1994 USR732 94087505 03-28-1994 USR732 94087506 03-28-1994 USR732 94087507 03-28-1994 USR732 94087508 03-28-1994 USR732 94087509 03-28-1994 USR732 94087510 03-28-1994 USR732 94087511 03-28-1994 �� L7 USR732 94087512 03-28-1994 USR732 94087513 03-28-1994 USR732 94087514 03-28-1994 USR732 94087515 03-28-1994 USR732 94087516 3 USR732 94087517 0 -28-1994 ``````��1111�1111fi�;n�y,,/' J�� . USR732 94087518 03-28-1994 USR732 94087519 03-28-1994 / •.• /� USR732 94087520 03-28-1994 USR732 94087521 03-28-1994 CENTW0 Co- OaM&C USR732 94087522 03-28-1994 •. " '• USR732 94087523 03-28-1994 USR732 94087524 03-28-1994 USR732 9408752 03-28-1994 ��++++i,++;; aaaaaa`l�` Job: True Truss (CX3704AC--Centex Homes Inc 3704 A+C) / Ti 20'8" Hip Girder 5'SS THIS OWGr PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. --1 TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x6 SP #1 Dense C WEBS 2x4 SP #3 PROVIDE UPLIFT .CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : "1 420 410 D BRG.LOC (FT) : ,• 0.00 20.38 14 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . (v 199i STANDARD BUILDING CODE. ENCLOSED. MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. tD a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 03 v 54 54 SC_ i 3 UI m ■ O ■ ■ 0 1 ■ 2 m m 4 4 MG ■7 ma m9 W m R" 11920 R• 16220 5 W-3.50" W-3.50' OI N W O 1 f 0 2 3 !9 19 15j8-0 1 0-0-0 1 15-8-5 20-8-0 1 -1-4-13 13-8-6 22-0-13 C7X5 R C2X3 C4XIO T2'10'3 6 C7 C3X5 (A1) C3X7 (A1) X Ile 5-0--0 i0-8-0 5-0-0 -4- 20-8-0 -4- f� 20'6" OVER 2 SUPPORTS R=1192# W-3"8 R-1622# W-3"8 Sea: 10938 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i 1 S E/- - Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINC7TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69683 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND +� SAL.11. ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL / .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �+ /'� CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORW USR732 94087501 Pf Al—, &446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC,. LL 0. 0 PSF BY: OLE) Enan.v Roaucc•, m< TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 G 1804-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEETOT T.LO. 37. 0 PSF 1801 S. Great SOUthwfSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECMICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie, TX 740$1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) BBO-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTp •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTIONOq, SPACING SEE Apo VE Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T2 20'8- Hip 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, STOP CHARD 2x4 SP #2 N PROVIOE'UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 280 280 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 20.38 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) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDAAO� BUILDING CDOE. ENCLOSED, MWFRS. IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 CO v L11 0 IV C5X5 (R) X5 (R) m p 6 � C3X4 (A1) C3X4 (A 1) 4 3 5X X4 7-0-0 _�_ 6-8-0 _,_ 7-0-0 �- 20'8" OVER 2 SUPPORTS R=840# W=3"8 R=840# W=3"S PLT. TYP.- CLARY-V2 N CRIT TPT F - - Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSEs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--69684 SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND OLc' �� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/2B/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANREENT BRACINGCLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 ,0 PSF DRW USR732 94087(5500,t2.—S—oT Alcina A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF B Y: OL D E�W —'d Pnaaucta. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 .0 PSF 1801 S. Great SOUthWeSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grana Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 650-3940 1IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTIONISPACING 24.0" //�J Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T3 20'8' Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 270 270 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 20.38 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) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARO'BUILDING CODE. ENCLOSED, MWFRS. w I IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Sn b.- 0 0 Co v Ln 0 w T2 C5X5 (R) X5 (R) T I, 0 6 p v C3X4 (A1) C3X4 (A1) 4 X (4 + 9-0-0 _,_2-8-0 ,1, 9-0-0 Q J �- 20'8" OVER 2 SUPPORTS R=840# W=3"8 R=840# W=3"B PLT. TYP.- QLARY-V2 nFSTGN CRIT TPI F - - Rev 17.2h SCALE = 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUsSEs REGUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69685 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND O.L ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 209A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USA732 94087503 8'75�0_-3 O1vle3Cn Of A1GSne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L 0 O PSF BY: `�'9 EnO ineerYa P'oeuct�. Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.L D. 37 . 0 PSF 1801 S. Great SOUthwaSt Pkwy, CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.F AC. 1 . 25 (214) 650-3940 1 IN ONLY, ANO SHALL NOT BE RELIED UPONINANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1 / •--TPI TR. PLATE INSTITUTE. NOS ` 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION S PA I NG 24.0 JDD: (CX3704AC--Centex Homes Inc 3704 A+C) / T4 20'8" Common Girder THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. ,TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 : W1 2x6 SP #1 Dense: (Cn NAILING SCHEDULE: (10d box nails) D LOAD CONTINUOUS LOADS LOAD CONC. LOADS TOP CHORD: 1 ROW @ 16" o.C. BOT CHORD: 1; ROW @ 6" o.c. CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC N 0 T 54.0 54,0 -1 .5 22. 1 0 B 5846 7. 1 WEBS i @ 4" a.c. 0 B 20.0 20.0 0.0 20.7 USE EQUAL SPACING G BETWEEN ROWS AND STAGGER NAILS LD EACH ROW TO AVOID SPLITTING. D (1) 1/2" bolts MAY BE USED FOR 0 10d box nails ON o SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . THE BOTTOM CHORD ONLY, Co ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT (LB) : 1530 940 BRG.LOC (FT) : 0.00 20.38 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. C6X6 C8X8 C8X8 n (D 6 0 W1 1 C4X8 (B3) n C4X8 (B3) x 12 CSX12 C3x12 I_ 10-4-0 5846# _� 10-4-0 I _ 20.8" OVER 2 SUPPORTS R=4691# W=3"8 R=2835# W=3"8 PLT. TYP.- CLARY-V2 N CRTT TPI F - Rev 17. h SCALE = 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .O PSF REF 8732--69686 SHALL NOT BE RESPONSIBLE FOR IN HANOL M. ERECTION AND e-L.visjon ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 ,0 PSF DATE 03/28/94 FAILURE TD BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 9408 7504 "in eor Aloine A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Q PSF BY: 0 L D G(,r-eereo Poducts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 0 36OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SuGOESTED TOT.L D. 37.0 PSF Grand Pralr Ie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 2 rJ ) /\ (214( 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--TPI - 7PUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING see a b o v e Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T5 5' End Jack Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 SPECIAL CONNECTION/HANGER FOR 830.23# REACTION AT RIGHT END. In M PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB) : ' 200 320 CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LDC BRG.LOC (FT) 0.00 4.75 N 0 T 54.0 54.0 0.0 5.0 0 B 793 3.9 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 0 B 20.0 20.0 0.0 5.0 0 B 122 1 .9 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . Lo 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. bSPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. Cx) v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. In MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C Ln C2X4 e � m 0 fU C3X4 (AS) T 4'3 122 ` .793 —5' C2X OVER 2 SUPPORTS R=455# W=3W8 R=830# W=3" PLT. TYP.- CLARY-V2 CRIT TPI FL/1/1/1/F/-/- Rev 17.2M SCALE = 0 .50 0 **IMPORTANT** GLARY DIVISION OF ALPINE WARNINGTRussEs REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--69687 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OLc'.-SiOn ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94087505 at Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L 0 0 PSF B Y: D L D E�o,n+e�ec Proa�ct+, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37 . 0 PSF 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED ./� Grano Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 ND 1 N (21d) 660-3940 IN ONLY. ASHALL NOT BE RELIED UPCN IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. U +--TPI TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION S PAC I NG s e e a b o v e Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T9 13'8' Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 2x4 SP #2 N SPECIAL' CONNECTION/HANGER FOR 792.30# REACTION AT RIGHT END'. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn UPLIFT (LB) : 300 210 BRG.LOC (FT) : . - 0.00 13.42 v TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REO'O FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. LID #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS, 1� A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. aD v Ln o rn C5X5 (R) CX (R) m 0 CV C2X6 (A 1) 2X4 (A1) 4"3 X4 C3X4 204# � 1 '4„ 5-0-0 _L 3-8-0 5-0-0 13,8„ J OVER 2 SUPPORTS R=885# W=3"8 R=792# W=3" PLT. TYP.- CLARY-V2 CRIT TPT F - - Rev 17.2h SCALE = 0-5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTSBES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--69688 SHALL NOT BE RESPONSIBLE FOR IRt1N HANDLING, ERECTION AND eAt—l-1 ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL10 . 0 PSF DRW USR732 94097506 o/ Aloins A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 1 ' FnpSna�r Ap Prddy ct�, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL PSF BY: OLD D CONNECTORS PER DRAWINGS 130, 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE T 0 T.L D. 37 .0 PSF 1801 S. Great Southwest Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED / Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 )�/ (214) 660-3940 IN CNLY. ANO SMALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. U- --TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING See R b r v e Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T14 11' Common THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 WEBS 2x4 SP #3 SRG.LOC (FT) : 0.00 10.71 ICn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARO' BUILDING CODE. ENCLOSED. MWFRS. w R7 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ca a 0 m v IJI 0 v C4X4 :-P 5 p m T C2X4 (Ai) '2X4 (Al) 4'3 X4 5-6-0 _L 5-6-0 1 .4„ OVER 2 SUPPORTS R=483# W=3"8 R=483# W=3"8 PLT. TYP.- CLARY-V2 T TPI F - Rev 17.2h SCALE = 0 .5 00 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTR°S9E5 REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69689 SHALL NOT 8E RESPONSfSLE FOR IN HANDLING. ERECTION AND p �1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 03/28�9 4 CLARY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .O PSF DRW USR732 94087507 A elon oPA,nine A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /� Engineer#a P"auct, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: DL(�v/1`-F Glf CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great SOUthMest Pkwy, CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L O. 37 .O PS F Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT-DEPICTED HERE DRYWALL APPLICATION.. FURNISH A COPY OF THIS c (21 1 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 . 2 5 +--iPI TPUSS PLATE INSTITUTE. NOS • 3951 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 0" Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T16 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L 8) : 310 420 200 c WEBS 2x4 SP #3 'BRG.LOC (FT): 0.00 26.38 36.71 In TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARO' BUILDING CODE. ENCLOSED, MWFRS. Li ONLY. 00 NOT USE WITH PLASTER CEILING. Iv TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO In BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. b. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A Q SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 14 CONTRACTORS WARNING: cn THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 0 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING co INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, C5X5 C3X5 C3X6 v C5X5 0 C5X5 (A) 6 p 4.5 p C3X4 (A1) C3X4 (A1) :2 1'5'14 =3 4 C2X6 �- 26'6"4 }- 10 '5" 12 -� 19-11-1326-8-0 C��-O-3 10-4-0 �- 37' -� OVER 3 SUPPORTS R=1059# W=3"8 R=1377# W=3"8 R=453# W=3"8 PLT. TYP.- CLARY-V2 CRTT TPI F - Rev 17.2h SCALE = 0 1875 **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGT�'�ES REQUIRE EXTREME CARE TC, LL 20 . 0 PSF REF R732--69690 SMALL NOT BE RESPDAAIBLE FOR IN HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA DALY. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .O PSF DRW USR732 94087508 A sion o/ Alois A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER "'nsc-0 P ooucts. Inc TRUSS AMC) 00 PSF UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL BY: 0 L 0#- CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PSF 3801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Pr Iris, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (214) 650-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. , s--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPAI NG 24.0" (VM Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T18 7' Mono THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 236.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 N C WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In UPLIFT (LB) : 200 200 13 BRG.LOC (FT) 0.00 6.75 v 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) . ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, w a 0 C0 Ln 0 In C2X4717 m 0 6 C7 T C2X4 (A1) InI 4"3 i C2X4 �- 1 '4" �----7' OVER 2 SUPPORTS R=357# W=3"8 R=237# W=3" PLT. TYP.- CLARY-V2 N CRIT TPI F - Rev 17. h SCALE = 0.50 0 **IMPORTANT** CLARY DIVISION OF ALPINEWARNING"�sBEB REQUIRE EXTREME CARE TCLL 20 .0 PSF REF R732--69691 SMALL NOTECIFICATIONSBE RESPONSIBLE FOOR ANY BRACING. SEE H18R - IN HANDLING, ERECTION AND TC OL 7 . 0 PSF DATE 03/28/94 O.L.wj"Dn ARY DEVIATION FROM THIS DESIGN OR THESE SP , -91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DRW USR732 9408 7509 a! Aloln= A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r Enpin�erAa�oauets, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L D F --i CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 180f S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONSOF IS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/t/911 FOR SUGGESTED TOT.L D. 37 .0 PSF Grano Prairie. TX 750:51 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (2141 660-3940 1 IN ONLY, ANO 9MULL NOT BE RELIED UPON IN ANY OTHER MAY. \ DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4.0" Job: (Cx3704AC--Centex Homes Inc 3704 A+C) / F19 13'4.8 SY42 GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. -TOP CHORD 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 pEFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. En 37 CLEAR PANEL LENGTH - 02-06-00. TYP. ( o ODD PANEL ) v LOAD CONTINUOUS LOADS w CASE SIDE L-PLF R-PLF START END + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ry 0 T 265.0 265.0 0.0 13.4 TO EACH'TRUSS WITH 3-iOd NAILS. STRONGBACK MATERIAL TO 0 B 10.0 10.0 0.0 13.4 BE SUPPLIED BY ERECTION CONTRACTOR, In a SPECIAL CONNECTION/HANGER FOR 1839.06# REACTION AT LEFT ENO. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED o UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. Co J Ln O --2'6" f 5'4"4 1 .4M "� f 6'8"4 C9X12 C7XI2 Q5X5 Q2X6 Q5X5C7XI2 CgX12 TT T LO HS510 C5X6 C2)64X4 c6X6 HS510 13-3-0 0 8 C XB C3 �-• 13'4"8 OVER 2 SUPPORTS R=1839# W=3" R=1839# W=3"8 PLT. TYP.- QLARY-V2 OESTGN CRIT TP - Rev 17.2h SCALE = 0 .5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I N GTRDssE$ REQUIRE EXTREME CARE TC LL 40 .0 PSF REF R732--69692 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OLC'O ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 10 . 0 PSF OATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5.0 PSF DRW USP732 94083.n077510S•i=l"of Alai— A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF B Y. OLD Ei.4.r 0 Proaucc•, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC. L L CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 S. Great SOUthweSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L D. 55 .0 PSF Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214( 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC 1 .00 --iPi - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION S P AC I N S e e a b o v e Job: (CX3704AC--Centex Homes Inc 3704 A+C) / F20 13.4'8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( 0 - ODD PANEL I In D + 2X6 #3 HEM-;FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH -i SPECIAL CONNECTION/HANGER FOR 735.62# REACTION AT LEFT END. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. ry NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED UPSIDE DOWN. TDP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. L0 a 0 00 J Ln �---- 2-6" ---� qq (( 54"8 �- 1 '4" C2�CQX�4 C4X4 C XQ X4 C X4 4X4 4X4 U7 =F 'tLd4X5 3X4 C2X4 C3X4 X4 C4X 13'4"8 C X4 OVER 2 SUPPORTS C2X4 R=736# W=3"8 R=736# W=3"8 PLT. TYP .- CLARY-V2 N CRTT TPT F - - Rev 17.2h SCALE = 0 5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69693 SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5 ,0 PSF ❑RW USR732 94087511 A.j,.a -of AID— AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF B Y: 0 L 0 Ery—.r.o a•OdVct'- Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 55 .0 PS F 1801 S. Great Southwest Pkwy. CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .00 (2141 560-3960 tA- IN CNLY, AMC)SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--TPI • TRUSS PLATE INSTITUTE. NOS - 1491 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 0" ,Job: True Truss (CX3704AC--Centex Homes Inc 3704 A+C) / F23 19'8' SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. x BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00. TYP. ( o - 000 PANEL ) In + 2X6 #3 HEM-,FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH -I NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. nj CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS c AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. v Ln N �-2 6° --� C4X4 6'7"8 11 '7" C2X3 (R) C4X5 C3X4q C4X5 Cqa C3X33 + 4X CMC934X C 35X 3 C3X4 15' 11"8 C X5 C2 4 � 19'8" OVER 2 SUPPORTS R=869# W=3"8 R=1332# W-3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i i i E -/- Rev 17.2h SCALEi0033750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTgUSsES REOUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69694 SHALL NOT BE RESPONSIBLE FOR IN HA LING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 03/2B/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 5.0 PSF ORW USR732 940875Y12 ♦OIV RE Rpn or Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF BY OLD r EnpUneeree�+o4ucta. inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 55.0 PSF 1801 S. Great SOUtnweSt Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TE"ICAL IFOATE (7/i/911 FOR SUGOESTEO Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. i •O O (214) 660-3940 IN ONLY, AND SHALL NOT BE PELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CDNTPACTOR. �--TPI TRUSS PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION SPACING 24.0" Jab: (CX3704AC--Centex Homes Inc 3704 A+C) / F27 15'11'8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP, ( o - 000 PANEL ) N D + 2X6 #3 HEM=FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ru A O 07 v Ln w �---2'6" ----� C4X5 6'7"4 -- -{- 7' 1012 C2X4 (R) C4X5 C3X4 Q2X4 C3X4 QJX4 C4X5 Q4X5 + CbX5 C 94---C-2X4 C 4X4 CtbTXb 15' 11"8 C X6 OVER 2 SUPPORTS C2)6 R=878# W=3"B R=878# W=3"8 PLT. TYP.- CLARY-V2 N CRIT TPT F - - Rev 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRussEs REQUIRE EXTREME CARE TC LL 40 ,0 PSF REF 8732--69695 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OckiviSiOn ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RECCLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF DRW USR732 94087513 oT AlPine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERBC L L 0 O PSF BY: D L D - T fngsneer eq PrgeuGt s, InC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 C i6OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 55 .0 PSF 1801 S. Great SOULIIwaSt Pkwy. CONFORM w/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE V/1/90 FOR SUGGESTED Grand Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .00 (234( 660-3940 1 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. U` e--iP! • TRUSS PLATE INSTITUTE. NOS - 1991 NA TIONAI DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24 .0" Jab: (CX3704AC--Centex Homes Inc 3704 A+C) / F25 19'4'8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYR, ( o - 000 PANEL ) In + 2X6 #3 HEM=FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ru a 0 0, Ln C2X4 (R) C5x6 C4X4 QX4 C2X4 C X4 C3X4 Q4X4 Q5X6 C5X5 tD to X 4X X4 4 4X X 19'4"8 C X6 OVER 2 SUPPORTS C2 6 R=1066# W=3"B R=1066# W=3"B PLT. TYP.- QLARY-V2 nFsIGN QRTTTPT FL/1/1/1/E/-/- R v 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRUSSES REou'RE EXTREME CARE TC LL 40 .0 PSF REF P732--69696 SHALL NOT BE RESPONSIBLE FOR IN HANDLING• ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIII-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL FETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF DRW USR732 94087514 0c,tvision aI Alpine A446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enpin....4 P ooucte, Ino TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L D CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L O. 55. 0 PS F 1801S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED 4Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .00 (211 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA I N :14 0" Jab: (CX3704AC--Centex Homes Inc 3704 A+C) / F26 19'4"8 SY42 GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'TOP CHORD 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 4x2 SP #2 N c:: WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. cn D RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN. v LOAD CONTINUOUS LOADS Li CASE SIDE L-PLF R-PLF START END CLEAR PANEL LENGTH = 02-06-00. TYP. ( o = ODD PANEL ) ry 0 T 135.0 135.0 0.0 19.4 0 B 10.0 10.0 0.0 19.4 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH LO TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO fl NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BE SUPPLIED BY ERECTION CONTRACTOR. o UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. Co Ln Ln 2 6" ---� m C7X8 9' 1"8 C2X4 (R 2X4 (R) X X 4X 5 C2X64X5 Q I 5XBX 7X X8 X 4X 4 4X X 19-3-0 0 -8 C m C3XB L 19'4"8 -� OVER 2 SUPPORTS R=1405# W=3"8 R=1405# W=3"8 PLT. TYP. - CLARY-V2 QRTT TPI F - - Rev 17.2h SCALE = 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 40 . 0 PSF REF R732--69697 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND 0c,tvision ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 . O PSF DRW USR732 94087515 of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Enp lneersp Pno4uets. Snc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O , O PSF BY: 0 L D CONNECTORS PERDRAWINGS 130, 150 6 ISOA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L 0. 55 . 0 PSF 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE O/1/911 FOR SUGGESTED Gr ano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . O O (2 14) 660-3940 IN 0111 Y, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, e--iPf TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA I N 5 e e a b1�'p Job: (CX3704AC--Centex Homes Inc 3704 A+C) / F6 7'0" SY42 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH — 02-06-00, TYP. ( 0 - ODD PANEL ) cn p NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w IU LO A O Go v U1 CD 3 I� 2-6- q�-t-R-2 10 8 1 --2' 10 8 --� TXC3X�4 C3X4 C3X4 II - XQ C2X4 X X4 7' CPX,4 OVER 2 SUPPORTS C2 R=385# W=3"8 R=385# W-3"8 PLT. TYP.- CLARY—V2 T TPI F — — Rev 17.2h SCALE = 0.5 0 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRusses REWIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69698 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 10 ,0 PSF DATE 03/28/9-4 FAILURE To BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF DRW USR732 94067516 01•iai0n of Alpine A446 GR 8 EXCEPBC L L 00 PSF Y:T AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER it ESO tnae"ao PrOoucta. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD B O L D CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 55. 0 PS F 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .00 I21d1 560-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TME TRUSS ERECTION CONTRACTOR. )/1 --TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPAC NG 24.0 Joh: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T38 15'2"8 FLAT GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #1 Dense 2 Complete Trusses RequiredS BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 : W2 2x6 SP #1 Dense: m NAILING SCHEDULE: (10d box nails) p TOP CHORD: 1 ROW @ B" o.c. w PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD: 1-ROW @ 16" o.c. w UPLIFT (LB) : 1450 1450 WEBS : -I ROW @ 4" o.c. ti BRG.LOC (FT) : 0.00 14.83 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TRUSS DESIGNED FOR 100.00 MPH WIND, 16.92 FT ABOVE GROUND IN EACH ROW TO AVOID SPLITTING. ID WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . (1) 1/2" bolts MAY BE USED FOR 0 IOtl box nails ON 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. EITHER THE TOP OR BOTTOM CHORDS. o CC) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. U1 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. THIS GIRDER DESIGNED TO CARRY 19-08-00 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 17-04-00 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HS610 C5X64 C5X6 HSSIO CO �. HS610 C4X12 HS610 15'2"8 C X5 C3X 15'2"8 J OVER 2 SUPPORTS R=5123# W=3"8 R=51231 W-4"8 PLT. TYP.- CLARY-V2 N CRTT TPT - - Rev 17.2h ALE _ 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRusBE3 REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69699 9HALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OAL�jvision ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC OL 10 •0 PSF DRW USR732 94087517 of Alpine AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD 9HALL BE LATERALLY BRACED WITH PROPER 0 0 PSF BY: OLD � Engineered Prpoucts, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L O. 37 .0 PS F 1801 S. Great SOUthweSt Pkwy. CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Pralrie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214( 650-3940 IN CNA_Y, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. �/�• .--TPI - TRUSS PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING see above (/ Jot): (CX3704U--Centex Hames Inc CENTEX HOMES 3704 UPPER) / T28 17'4" MSCI THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 390 380 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 17,33 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) . RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C, TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w A O 00 J IP m 11�15 12X4 C3X8 C4X5 C5X5 N C3X5 4.5 6 D7 C3X6 (A1) 4 3 17-4-0 0— 8 �-- 17'7"B ) OVER 2 SUPPORTS R=732# W=3"8 R=642# W=3"8 PLT. TYP.- CLAAY-V2 QFSIGN CRTT TPI F - Rev 17.2h SCALE _ **IMPORTANT** CLARY DIVISION OF ALPINEWARNINGTRU9sEs REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--69700 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC OL !'7 ,O PSF DATE 03/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p 10 .0 1 CLARY CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 .0 PSF ORW USR732 94087518 0C.L.V1310M of AID112 AA46 GR S EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O 0 PSF E"qi ...d-oeuct�. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL BY: 0 L 0 AF CONNECTORS PER ORAWINGS 130. MO C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 1801 S. Great SOUthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED TOT.L D. 37.0 PS F AAA Grano Prairie. TX 75051 SEAL OH THIS ORAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,1 V� (214) 660-3940 CUR IN ONLY, AND SHALL NOT 9E RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .FAC. 1 . 25 0 _ 7-7P7 . TRUSS PI-ATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT TON SPACING 24.0" Job: TrL;z Truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T33 19'8' Hip Gir15#1S!VQB. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. . TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x6 SP #1 Dense C WEBS 2x4 SP #3 PROVIDE UPLIFT. CONNECTIONS AT BEARINGS AS INDICATED. In : Rt Slider 2x4 SP #3: UPLIFT (LB) : > 460 380 M BRG.LOC (FT) : 0.00 19.42 11 TRUSS DESIGNED FOR 100.00 MPH WIND, 19. 17 FT ABOVE GROUND w bSPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ^1 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 4- GO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 53 5399 g4,5�__ - 54 Lo i M2 _ m 4 M- m 1 12 m 3 m7 m9 mi m p. 14590 A- 1007 i N-3.50' W-3.00' ru 0Y O W T T 19 1933 3320 0 0-0-0 I 6-f0-13 -1-4-13 5-0-0 19-8-0 C5X7 C2X3 C5X6 (R) C6X5 (E 1) 2'10.3 a C3X4 C3X6 (A 1) —4--j 5•g X Le 5-0-0 1 10-8-0 4-0-0 -4- 19-8-0 OVER 2 SUPPORTS R=1459# W=3"8 R=1007# W=3W Seq: 10940 PLT. TYP.- CLARY-V2 OESIGN CRIT TPI FL/i/1/1/E/-/- Rev 17.2h SCALE - 0.2500 **IMPORTANT** CLARY BE RYOISRESPONSIBLEALPINE WARNING�NusMANOREQUIRE EXTREME RECTION CARE ANE TC LL 20 .0 PSF REF R732--69701 SMALL OLC . ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BV TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .O PSF ORW USR732 94087519 AivZs ion of A1Pln A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC L L 0 .0 PSF BY: OLD'4 r(!) Enpmo..a..o4uct.. Znc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 G 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF SBOS S. Gr lai SOUt�wlEL Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 IN ONLY. Aho SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. +--TPI - TRUSS PLATE INSTITUTE. N05 - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE Jab: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T32 19'8" Hip 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, ?OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 In : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND. 19.67 FT ABOVE GROUND WITH DEAD LOAQ OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARD'BUILOING CODE. ENCLOSED. MWFRS. w !U A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. D O co v L11 (U O C5X5 (R) X (R) T1h M 6p C3X4 M C3X8 (E3) C3X4 (A1) T 10'z 4'3 2X4 C3X4 C5X5 (E3) 7-0-0 6-8-0 6-0-0 OVER 2 SUPPORTS R=818# W=3"8 R=713# W=3" PLT. TYP.- CLARY-V2 N CRTT TPI F - Rev 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69702 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND 0LC..Vialon ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE .1CLARY CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 94087520 oT Aloins A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER EnOineene4 Pnoaucta, inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L D 47—r CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PSF 1801 S. Great SOU tTiMeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEERS TECHNICAL UPDATE 17/1/91! FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 (2141 660-3440 1 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI - TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL GESiGN SPECIFICATION FOR WOW CONSTRUCTION S P A I NG 24.0" Jot): (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T31 19'8" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHOAD 2x4 SP #2 N : T1 2x4 SP #2 Dense: PROVIOE 'UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 C: WEBS 2x4 SP #3 ®RG.LOC (FT) : 0.00 19.42 In : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WINO, 20. 17 FT ABOVE GROUND D WITH DEAD LOAD OF 7,00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANOARO'BUILDING CODE. ENCLOSED, MWFRS. w ' tU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, U0 n 0 00 J Ln fU C5X5 (R) C X5 (R) m 0 6 p Q C3 1X8 (E3) C3X4 (Ai) 10"2 4'3 C2X4 C3X4 C5X5 (E3) 9-0-0 _I_ 2-8-0 8-0-0 �- 19,8" -) OVER 2 SUPPORTS R=818# W=3"8 R=713# W=3" PLT . TYP.- CLARY-V2 N CRTT TPT F - Rev 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--69703 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 . 0 CLARY CONNECTORS ARE NAGE OF 20CA GALV. STEEL MEETING ASTM QUIREMENTS, UNLESS OTHERWISE INDICATED. TOP BC OL PSF OR W USR732(94087(521 A .vlsion of Aloine AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L O O PSF B Y: 0 L D E�vi�ee�+o Praouct+. Ise TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 C 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PSF 1801 S. Great SOUthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grano Preiria, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 J (214) 550-3940 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, v +--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING NG 24.0" Job: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T30 19'8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 320 220 C WEBS 2x4 SP #3 6RG.LOC (FT) : 0.00 19.42 In : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 20.51 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 13 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w hi A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn 2. 0 m In hi lV 04X4 m C2X4 C2X4 ID 6 c:;- Ln C3X4 C3XB (E3) C3X4 (Ail 10 _ ♦♦ 3 4'3 1 C X C5X5 (E3) I_ 10-4-0 _1 9-4-0 i9'8" -� OVER 2 SUPPORTS R=818# W=3"B R=713# W=3" PLT. TYP.- CLARY-V2 N CRIT TPI FL/1/1/1/E/-/- R v 17.2h SCALE = 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRU65ES REQUIRE EXTREME CARE TC LL 20 ,0 PSF REF 8732--69704 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, EqECTION AND C L.A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC D L 10 .0 PSF DRW USR732 94087522 A inion oe Alp— AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER WA Enp ineenea�oauct•, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 30TTOM CHORD BC LL 0 . 0 PSF BY: O L D n tr r CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37 .0 PS F 3601 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.F AC. 1 . 25 (214) 660-3940 IN ONLY, AlNSHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI . TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPAC I N 24.0�� Job: True Truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T34 5' End Jack GSI 1%r6WG7 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BN TRUSS MFR. TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 636.31# REACTION AT RIGHT END. x BOT CHORD 2x6 SP #1 Dense C WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Ln UPLIFT (LB) : 200 260 n BRG.LOC (FT) : , 0.00 4.75 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WIND, 19.17 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru THIS GIRDER DESIGNED TO CARRY 12-08-00 FRAMING TC/BC SPLIT 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER L4 SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 00 v Ln RJ W C2X3 e C7 m 0 CU C3X4 (A1) T 43 5, C2XO OVER 2 SUPPORTS R=720# W=3"8 R=636# W=3" PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i i/i/E/-/- Rev 17.2h SCALE 100,5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRU6SES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69705 SHALL NOT BE RESPONSIBLE FOR jN HANDLING. ERECTION AND Cckvielan �� TRUSS FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 03/28/94 FAILURE TO BUILD THE TS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USP732 94087323 o1 Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Ena in Berea a.eaucta. Snt TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0.0 PSF BY: OL D J CONNECTORS PER DRAWINGS M. 150 C 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF 1901 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED STERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 560-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. +--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING SEE ABOVE Jab: (CX3704U--Centex HOmes Inc CENTEX HOMES 3704 UPPER) / T37 13'8" Hip Girder 5'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP'CHbRD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 350 350 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13.38 V1 TRUSS DESIGNED FOR 100.00 MPH WIND, 19. 17 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o CD v Ln W D T C5X5 (R) X (R) AAm 6 p CU C2X6 (A1) C2X6 (A1) �'3 C2X4 C X4 204# ( Q 5-0-0 _t_ 3-8-0_ _ �_ 5-0-0 13'8" OVER 2 SUPPORTS R=876# W=3"8 R=876# W=3"8 PLT, TYP.- CLARY-V2 CRIT TPI F - - Rev 17. h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTROSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69706 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C.L.— L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 . 0 PSF DR W USR732 94087524 A n0a� Oiviaion of Alpine A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER t+ 0 ,0 PSF BY: 0 L D Ein.... oauc es. Inc TRUSS AMC) UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE LDUR.FAC. L D. J 7 .O PSF 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE P/1/911 FOR SUGGESTED Grana Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS. 1 .25 ,IVB(214 660-3940IN CNLY, 12 SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. v_•--TP - TRUSSPL.ATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONI N see a b o v e Jot): (CX3704U--Centex Hames Inc CENTEX HOMES 3704 UPPER) / T36 13'8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'TOP'CAORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 240 240 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13.38 In TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w (V A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. D O Go v UI fU Ln C4X4 � 6 p TC2X4 (A1) C2X4 (A1) 4"3 X4 �— 13'8" _I OVER 2 SUPPORTS R=581# W=3"8 R=581# W=3"8 PLT. TYP.- CLARY-V2 T TPI F - Rev 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69707 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CAt,si ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 O .O PS F DR W USR732 94087525 of Alpine 1446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O O P Eny�^serea oroaucte, T^[ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL SF BY: 0 L D CONNECTORS PER DRAWINGS 130. 150 t 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L O. 37 .0 PS F 1601S. Great SOUthMeSt Pkwy. CONFORM */APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7!1/91) FOR SUGGESTED Grana Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 12141 660-3940 1 IN 2tLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24,0" jot): (CX37u4U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T35 12'8" Common THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 'TOP CARD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L B) : 200 200 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.42 cn : Rt Sliaer 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v SPECIAL CONNECTION/HANGER FOR 478. 10# REACTION AT LEFT END. 1991 STANDAR4 BUILDING CODE. ENCLOSED, MWFRS. 4) fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO a 0 m V LII N Cn C4X4 m 6 p CD cYI C3X4 C3XB (E3) C2X4 (A1) T 10"3 T i 2X4 6-10-0 5-10-0 C5X5 (E3 12'8" OVER 2 SUPPORTS R=478# W=3" R=459# W=3" PLT. TYP. — CLARY—V2 CRIT TP F — — Rev 17.2h SCALE = 0 .5 00 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69708 SHALL NOT BE RESPONSIBLE FOP IN HANDING, ERECTION AND 0c,tvislon ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 03/28/94 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94087526 ! AlPinc A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E^9i^aersa Proauc cs, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 .0 PSF B Y: 0 L D CONNECTORS PER DRAWINGS 130. 150 6 16OA-F• DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 ,0 PS F isoi S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940IN ONLY• AMD SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I'\ .2 --r Pt - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 2 4.0" V1 ,r b.. RINANCIA%PRINTING a>~ tD N N Rotice of Commencement ^� (►agrARi IN DUPUCAT91 w ai ' { To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in p accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE V) OF COMMENCEMENT. .�e Description of property _____ N --------------- 0--,. f -IL71- v �s According to plat thereof recorded in plat book - pages �„�-- ---- ---------- ------------ ----------------- -------------- of ---------- - -1/7pages - -- - - - - of the current public records of Duval County Florida. NGeneral description of improvements ---------------------------------------------------------------------- W Construction of Single Family Residence with Garage on concrete slab a --------------------------------------------------------------------------------------•.____-.-------•----- Centex Real Estate Corporation GOwner ---------------------------------------------------------------------------------------------------- a6620 Southpoint DriveSuite400- Jacksonville-Florida-32216 0 Address ----------------------------- --- - - -- 4j Fee Simple p0 Owner's interest in site of the improvement ----- ---------------------------------------------- 0 o Fee Simple Title holder (if other than owner) ---------—___________________. N �D Name ----------------------------------------------------------------------------------------------------- C Address ------------------------------------------------------------------------------------------------. same as owner Contractor ----------------------------------------------- ------------------------------------------------ 5 .,i Address ------------------------------------------------------------------------------------------------ Surety (if any) ------------------------------------------------------.-------------------------------------- NAddress ---------------------------------------------------------------Amount of bond $-------------- V Name and address of any person making a loan for the construction of the improvemegts. Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------- -- ---------------------------------_�_�� -------• Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ------------------------------------------------------------------------------------------•---------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ---------------------- ._------------------.---—..�..�.�__� In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) ib], Florida Statutes. (Fill in at Owner's option). Name ---------------_------------•_.... ---- -- ----7t------------------------------• Address --------------------------•'---------------__-- ------- /J� . , � _. _ ��Sb ��iCs��e�, � � - _ __ A�� .�z-�3� -All�l _ X _ . _ . _ �� `�- ,yam «.., � . �.1— 6 ,. #$Ei•�8A4 �",r .+, as QQ !'''� , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH; r _.. . PERMIT INFORMATION -- LOCATION INFORMATION -- Permit Number, 8160 Address. 1656 LINKSIDE COURT NbU't Permit ' Type: PLUMBING, ' ATLANTIC BC*ACI'T, FLORIDA 32233 R ' Class f Werk: NEW ----_--- LEGAL .DESCRIPTION . � 1 Con trType: N/A Lot : Slack Section: Prl Is: seSICoe`:FA0 LY Smt Subdivision: iEVA LINKSI91" D� Estimated Value: $4 .60 improv. Cost . $0.00 'J�atal $64.00 E Amoui $64.00 f r .. .,. TION APPLICATION FEES r.. ' N PERMIT $64.00 Address-:. L 1?E C'OU'RT � � WA IMPACT °F'EE $0 .,00 R, FLORID � F` I71 � � ' r� � �a '� gyp; AP �vu � v RADON~ GAS-H.R.S. $0.00 C.t4 FORMAT 4wwrRADON YR 0M00 t Itle aa S PLUMB iV . .,. C'AI TAt,'_ I MPR1 E EQ 0 t) Ae cli a aa}: 4 329 DING BLVD. SEWER TAP $0.00 JACKS LLI � F'LA. 3221E1 HYDRAULIC SHARE 0.40 Ly* 1 Type 4 CRC>SS CONNECTION $O.O�I � � x y' p p CONST. SURCHARGE L 4 6[ I l h I NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING r PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP ANO HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER LAYING TWICE FOR,BUILDING IMPROVEMENTS " t$SUECI.ACCORDIN.G TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC B CH BUILD NG EPA MENTj4p 14 i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P. a BO b r_ TELEPHONE NUMBER: (904) 772-0900 C - 19 194 STATE LICENSE NO: 40 TYPE OF BUILDING: 0164� /� TYPE OF WORK: 141-Y ,l' l HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY /-WATER HEATERS BATH TUBS ,_DISHWASHERS URINALS DISPOSALS a CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ f i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 8x.'52 r s I DEPARTMENT OFSUfLOING CITY OF"ATLANTIC$EACH" PERMIT INFORMATIPW -" --------- LOCATION INFORMATION --------- #( ,Permit Number'. 81$2 Address : 1656; LINKSIDE COURT NORTH i Permit Type;: BUILDING ATLANTIC `BEACH, FLORIDA 32233 ...Clays of "'Wor#c> NEW _.._.._-- LEOAL DESCRIPTION ---------- Constr. "Type;: WOOD FRAME Lot : 134 Block; Section: '' roposed' size SINGLE <FAMILY Township: RNC3: 0 twellin+ E; 1 Cade: Q Subdivision* SELVA LINKSIDE #2 Estiatecl slue: $92366.00 Ifmprav. Crest; 54.40 "Total F „; E2900 . 20 Am ►uzai $29'00 . 20 EW alga FAMT1. RISTnENCE HSP 151 f; ER PLANja 1 .;..,. `1C?N w- r�� - wed a - ?,PPLICATION FEES _ ATE � PERMIT $663.00 - Add INT DRIVESOUTH WAT IMPACT FEE 34.04 T'L32216a, � � ' P 55 "�' a �' A AP G �t it f�iirr pp ��yy i DON 'GAr .Yd• t 5.7 9 R . FORMAT I RAD©N CAB 5 $0.31 N*it1e: NT` EAL' ESTATE '. ,,. CA,P7'AL. II �PRIYE ,fi325.00. S6 w` PC '` '�' SI TAP $0 .00 .TACKS LL.E FL '32216 HYDRAULIC SHARE $0.00ce er"; 3 34 Type: 54 CRC)SS CONNECTION SEC H IMPACT FEE $0 .0 t4TES PAID Aipii 1 ,2 1994 111Y OF ATLANTIC BCN. NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE•POURING 1 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED.UP AND HAULED AWAIT BY EITHER CONTRACTOR OR OWNER i i `FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN' RESULT, IN PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED.ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION, IFAPPLiCABLE PROVISIONS OF LAW. 4 ATLANTIC BEACH BUILDING[}APARTMENT fBy- :'$ROPERTV DESCRIPTION CITY OF D �� Qri&c Ve4C!t - 7(0a�4 ,_ .at s_� __©_Block ........Section h716UCBAN Bn41.EVAAD ��- 3Q ?994 P.O.BOX 25 ATLANTIC BEACH,F0111DA 32231 iubdiviaions �� " �� 22" Building and Zoning TU"HONE(�►t►I�?2,9; -------------------------=------- street flamqt 1� DESCRIPTION OF WORK )r Addreass--1 ' It in • FLOOD HAZARD 'load Zones_- - ---------area complete page 3. Brief t D'esariptiontt q \F '�y�-- E_c� Claws of Works (� (Nvw/Remodel/Addition) 103 :OILING INFORMATION ( /� Type of Constructs, I \ :oning Proposed Pisatricts......... ses-_-_--_--------_ Estimated Value !___________________ .xceptions or MaterialsI-_WD.� ariances Granteds-- - Solid or p ------------------------------------------ Filled Q � � `(�� Ground l_ ___Rooth _ e OWNER INFORMATION Method of Heatingsl��_�__ Property Owners-'� E -�� PAones•Z' `�J�^� moiling t _ - Address__ b_ 0-- C)�1��1►�i�E 4�1C� �2 �. - ------- Zip' CONTRACTOR INFORMATION • r Contractors��_ Phones_G_ _4 Mailing r ('_ Addrefrs s_ R G� v �C =-- --`--------------------- zip!- ---------- Expirstion License Numbers_ __- ----------- Date$-------------- I RER[Stt CERTIPT THAT 11109 RCAD ARO CXANINCO THIS APPLICATION AND NNOr TH[ SARC TO et ?OV[ t AND CORRCCT. ALL PROVISIONS OP TN[ LAWS AND OROINANCCS OOYCRNINO THIS TVP[ Or WOOF rI:L rt CONILICD WITH, vacTN[R ti►[CI/ICO N[N[IM as Nov. TN[ 011ANTI109 Of A PCNRIT DOCS NOI PIL:.J•c T11 �+T} /i►� r CIV[ AUTHORITY TO VIOLATL OR CANC [ PROVISIONS OI ANY rCDCRAL. STAT[ OR LOCAL P.:LI:• �� ,.�• RtCULATiONS. ORDIMAMCRS. 0a LAYS IN MT N MNC11, CLti0IM0 t1/C OOYERNtNO OP CONSTRUCTION O!► •o't ►[RPORMANCt OP CONSTNUCTIOM O/ TN I [RSTAMD THAT TN[ ISSUAMCC Or TNi4 /CANIT I: CONTIMO[I1T UPON TINT Aaort I IOM StI tRU A CoOlecct AND THAT TNC Iuxt AND SUPPORTING l�j• . DATA NAVC iCCM OR !MALL at PROT AM at IRCD Owner Signature ..-------- -- - --• -- --------Date----� �� • l''� • • -� Contractor Si nsturs_ _ _Date__ � .a -:�•'*�..M-.��. B ------ --- ----- --- 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) ! 2 WATER CLOSET WATER CLOSET, TANK OPERATED VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, ,SCULLERY SINK (4) DISHWASHER (2) Z-- WASH SINK EACH SET OF /l FAUCETS (2) V KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE :F DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) S/ SHOP (2) SURGEONS SINK (3) �-� LAVATORY, SURGEONS (2) L% JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ,2 $20.00 EACH $ JOB INFORMATION �' S� �' �-° P ( /v C &Bed eATlujussasdag ZueuTsedea duTPTTno r ----- -- ;uaw;4e4aa OuTPTTnB gTTA POTTA AsAsng ------------ -- ww"WAaT3 TJ 'isO"n iTTng •Y ------------------ UO"8^*TX LTJ }saAcn pasTnbon *all -*u*u3seda4 ----------- t ---------- ------M-M- _asaTsudTB •.?�TT�r` '�'�N"��a?ea T Ts"P POMWOsd Sq-4 OUTIoeZ=e asoueuTpso JO aAeT sagio TTS ue TT-4-9Z •p8 aoueuTP40 " suoTaTAosd aTgsoTTdds TTS "TA ATdwoo of 00480 = •pa4Tnbas as papTAo4d oq TTsgs so eeaq aweq 0"p Dun.sooddna Poe auOTd 0qi ;eqf Pus -#oassoo OvTaq uoTZetsosuT OAogs " aq7 vodn ;uaBuTTeao aT ;Tssad aTq; so aauenssT eqj ;eqj pueW4apun 2 e;u0wa0paTAou4sY ZueDTTddy t8SM3gN00 OuTPTTnA sqi qiT^ OTTX uo wT Ao^m s mn T-FVM POnpT aq TTTA AzuednO7o go a;eol"14400 Ou Pue apes 0q TTTA UOT3zedRuT TeuTs ON '*UO= 30" -%0T PMMI:TgsiiO VOTisMTO POOT,T 0asg OW4 OMXM so o; Tunbe 0f ROZIYA3M 8007.E jWA0'1 041 7eg3 BuTA=TT4ao '03VWd HM M 8Y78 XJL 83MV spew aq Zana Aansnw s •Ouoz p4ezeq poor= s uTq-4TA P44000T aT duTPTTnq =I N-- lucrRGAATJ -%OOTd 480Ao7 peXpbab t 1uOZ POOTJ --..---..M-..--........-....---.,.-«...-......- N\ ....tZuswdOTaAsG 70 ads l 1 MOIAYN2l09MZ AM394078AM NIYIJCK S • I LATE 7-Y _ __ FkE-SENVICE; VIVISION JACKSONVILLE; ELECT81C AUTHORITY 2j5 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE: BEEN MADE AND ARE 6ATISFACTORY : 4�CAc vcAJuC l�,e/-:5� fLl cl'�E_k ).. s_r--------------- ------------------- Enclosed are the blue copies of the permits. SI R LY, / r BUILDING INS ECTION DIVISION cc : FILE i 1 i Tatt-firatt of Mrrupanq j Mtv of { Atlantic Ncarli — foriba Department of Nuilbiug Insp rtion 4 This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification "' � `- �' �' `" � `� Bldg. Permit No. � Group` Type Construction j Fire District iui4I31 �� i +c` i E vli t3}: r's l = :% U IV S. Owner of Building Address Building Address °:f ',1I1�` :i JI' C :Locality dLliitIUC bf-L!,d' Y :1 Building Official Date: POST IN A CONSPICUOUS PLACE 4 1 eT MAP SHOWING BOUNDARY SURVEY OF LG 4100 BLOCK AS SHOWN ON MAP OF X4FZ Y4 ZA/e$/Z7j uA//;" 2 AS RECORDED IN PLAT BOOK 47 PAGES BS-"a OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CB.yTe&)t ,r/DMES / NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 48904 galla r 1.402ry fp' eA0,Vr- tar-AVVY' /Y• 8�'24'aa''G. ti l D :. • : go, w► t3• n� 1 QV7/-7,?v ♦/! 2.ST-60V feg,4E h.Q Z!p ` N hr,ry 1#4Mr.,1Vc RffuC ffwr �i Iq ♦ � 1� 37. `• CONC�4%G O �v �\`J /f7Tio � �V /a' tvv [i.vr h J1�� L'nraoa L„cNcE� �� S. 89�ZG'DD",Kl, I� V CITY OF r�!�'aKt4:c '�eacic - ill vtida 600 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5"5 TELEPHONE(904)247.5800 FAX(904)247-SMS NOTICE TO: Water Department FROM: Building Department DATE: / ' 3 x Please be advised that the final building inspection has been completed on each of the following addresses and construction water i5 no longer needed: Permit Number Address Sincerely, Building Department CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. ___ Time A.IV: Received P.M. Jobddress Locality Owners Name . - Contractor 1'1 /'t s'L? L L61- f/«, BUILDING CONCRETE ELECTRICAL �PLUMBING"`~�� MECHANICAL/' Framing Footing Rough Wiring a "fia gft- 2Air Cond. & Cl Re Roofing - Slab --TTemp Pole E'' ap EA Heating Insulation Lintel _ Final Sewer ❑ Fire Place 0 Pre Fab READY FOR INSPECTION M Ron. Tues Wed. Thurs. Friday P.M. ...._ A.M. inspection Made Final Inspection q Certificate of Occupancy C Date CITY OF �r ,4&424t'-1& 1 Office of Building Official REQUEST FOR INSPECTION Date % Permit No. Time A.M;. Received P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING / MECHANICAL j Framing Footing - Rough Wiring - Rough Air Cone. & Re Roofing Slab - Temp Pole Top Out Heating lnsTation"' Lintel Final Sewer Fire Place Cl Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Tht7P )w J Friday r ,�9 v Inspection Made A.M./ ^�G- L_ P.M. --- -- - r Final Inspection Certificate o1 Occupancy I O;ifs CITY OF ATLANTIC BEACH N° 121 °3 FLORIDA May 24, 19_24 NAME CENTEX REAL ESTATE CORP. ADDRESS 6620 Southpoint Dr. , South, Suite 400 CITY Jacksonville, Fla. 32216 Re—Inspect Fee for 1656/1652 Linkside Court No. 30.00 C J When Signed, Dated and Numbered, This Becomes an O ' ' s� 6.00 74 'E CHECKS PAYABLE TO Received Peyer= 512 194 (1 c t: -0131 CNE S t74t�i f OF ATLANTIC BEACH, FLORIDA SURE CITY OF r'v 17 �� •� Off title of Building Official REQUEST FOR INSPECTION Flo Date Permit No. _ Time �?� ` A.M. Received M. Job A rens cality Owner's Name Contractor BUILDiN�G -' CONCRETE ELECTRICA PLUMBING MECHANif`k� rammg Footing _ ougfi—Voir'in" V Rough Air o Re Roofing ❑ Slab — Temp Pole Top Out Heating Insulation Lintel Final C Sewer Fire Place _ Pre Fab READY FOR INSPECTION Mon. (25� d Thurs. n _ P.M. A.M. Inspection,Made l P.M. Final Inspection Certificate of Occupancy[= Date OF ADDITIONS • • • NOT REMOVE JOB ADDDDRESS / DATE e�5,i /tiir!l,S "f- eP :9; THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted -ell 14r, loll rim e�- AeR1'e'4—r �'.<lPS Au�-�4 / �J�h' ��-s�i•mss 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 hos had ample time to approve the installation. After additionsor corrections have been made, cal �7'�� uilding Department for an inspection. Field Inspectors are in the office from to _Monday through Friday. PLUMBING ELK BLDG. may/ B-4 PRESS HARD-USE BALL POINT PEN CITY OF ATLANTIC BEACH, FLORIDA APP►OwAby APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_.S-,_/11� 14 y'_ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ,1 /lcv �/ec,�Q ` ELECT ICAL FIRM: MASTER ELEgIRICIAN NAME..� .��X.._. ��_•ADDRESS:., 5 �'✓ `� 8 C J. /l�• RFD-BOX_ . BLDG.SIZE BETWEEN: RES.x AFT.( ) COMM.( ) PUBLIC,( ) INDUS.1 ! NEW OLD ( 1 AEW.l 1 ADDITION 1 1 TRAILER 1 1 TEMP.1 ) SIGNS ( ) SO.FT. SERVICE: NEWK, INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 0 AMPS O COPPER ALUM.Ad C ORBE ER AMPS P W IJVO EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•LO AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPH. OVtp APPLIANCES 13ELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC LEACH ATLANTIC OBACN, FLORIDA 32A33 APPLICATION. FOR MECHANICAL- PERMIT cALt.IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, IL.III, and IV. 1' Strad Adders: 1 h5() T TASIDF f 01MT NORTH - LOCATION OF Intersecting Sireetst setwesn SEMINOLE ROAD And ATLANTIC BLVD _. BUILDING Sub- virion 2ELVA T,I KSIDE. Tag i 3(1 Il. IDENTIFICATION --To be completed by all applicants Ia tons;daration of parm;t given for doing the work as described in the •bcve statement we hereby 011,40 to Fe•tc••n srid wo•i e::roa-:e w;th the attaci%pd plans and specifications which are a part hereof and in accordance with theC;ty of Jactsonvil's ord;narces a^a Vd-3 •os of good practice listed thsisia. Name of IAts4saitd Contractor Coeiradai (Print) MANDARIN HEATING AND AIR Master ..CACA12623- Mppeerty Omar CENTEX HOMES 3 Signature of Owner Signature of or Aviborisad Agent / Architect or Engineer 111. GENStAL INFORMATION A• T M, of beating fuel: B. ti OTN[R CONSTRUCTION 111911110 OOH[ON Hattrfe TNI: sUIL01NG OR atT[tYE _ Q Sea—O t P C3 Natural O Control Utility IF YEi, GIVE NUMaER Of CONSTRUCTION (3 09 PERMIT 8152 Q Oth" —spa►fy IV. MiCHAN" EQUI►MfNT TO sE INSTALLID NA URE OF WORK fnowwo complete Im of comp "ok on bad of this form) Residential or I� Commercial Heat Q Spoa Q Roa " Central O Hoa g Now Building Air Coaddionings I3 Room Centra) Existing Building �.-Doct System: IA•hrio t--•.�,_ 0 Replacement of existing system ' Mosinlum upstitlr 1161(1,_.._.,...e i sit. licNew Installation(No system previously installed) ❑ Extension or add-on to existing system Q Refrigeration ❑ Other —Specify _ _... Q C0011149 ewer: Capacity 9.P^ Q Firs sprioum: Number of heala.�..�_ Q Hewtee Q Month Q EsalotoTHIS SPACs FOR OFFICE USE ONLY 0 46004"pumps...._ mumbo,) � IResoivod) Q Ted. Isuanborl Rsnlarts Q LPG lnstnber) Q Uoteed ream vetre► O leEere hmit Approved by Do 13 CAW— spilicify Permit Few LIST ALL EQUIPMENT AIR CONDITIONWG AND REFRIGERATION EQUIPMENT r-Anscity ApprovIng ItAmaDer Vote. Deuslptba Model Number Manufacturer (WW—) i