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Home My WebLink AboutFLORIDA QUALITY TRUSSo4Q��o OR _WA QUALUVIRUSS 3625 Park Central Blvd. Pompano Beach, FL 33064 PROJECT NAME AND ADRESS: City / County CONTRACTOR / BUILDER: MODEL/ Elevation FLORIDA QUALITY TRUSS 3625 PARK CENTRAL BLVLie1FOH POMPANO BEACH, FL, 33064 PHONE: (954) 975-3384 FAX: (954) 978-8990 E-MAIL: flgt@beUsouth.net Lot / Blljcl<-- STATETMENT:-- I certify that fine engineering for the trusses listed on the attached sealed index sheet have been designed and checked for - compliance with the Florida Building Code — 2014 The trusses have been designed to provide resistance to wind and forces as required by the fallowing provisions: TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE LOAD TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD TOP CHORD DEAD LOAD BOTTOM CORD LIVE LOAD BOTTOM CORD LIVE LOAD BOTTOM CORD DEAD LOAD BOTTOM CORD DEAD LOAD TOTAL LOAD TOTAL LOAD DURATION FACTOR DURATION ,FACTOR Wind analysis: ASCE.1-10 170 MPH Exposure .Category: Treasm Coast Bklg Engrs Lk# CA28733 Mean Roof Height : Harvey E. Koehnen Llc# PE32831 7206 Elyse Circle Computer Program used for design:---_ _-- ALPINE Port St. Lucie, FL34952-3212 Fax (772) 489-3035 CZI Aktached is a index sheet submitted in accordance with Florida State 61G15-31.003. The Pages numbered thru are photocopies of the original designed and approved by me. As witness by my seal, I hereby certify that' the above information is true and correct to the best of my knowledge and belief. HIKMETTUMER TUMAY, FL. REG. #50.109 3500 N.W. 2 nd AVE. SUITE 708 BOCA RATON, FL 33431. �L•�b��l 7 • i a° • [� � A e 109��/ - a No Jroi Truss La ou: y t Reviewed 0�•. �: w Approved "N��'••�R�r��*.•• '.�"`�. i,: JUN 29 2017 ��®il / 01VA NO TRUSS I.D: -= NO TRUSS I.D. NO 41 i • 81 'TRUSS I.D. _ —1c121 NO I TRUSS IT— I.D. ^ ^ 61 RUSS ; 21 7-Z 42 I i 82 i22, 162---' t ' i 3� �� ',43i• 831 ! 123I °-163:---- - 4 44_ I 84; f 12411 164' 5' 45; I ' 85` 1251 ; 165; _- 1 6. 46 I f 86; 126 11661• --� I ? 473 i 87 127I 16? I 8 48. 128 11681: --- 91 49 i I 89 t 1291 ( 169 = 10" 50 I j 90= 130 170; 11 51 ( 91 131 171! i I .21 52, I I '92 132 1 1721 ; 131 53 I 93 133, 173� I 14JI 54- I 94 1341 , 174" 15 155� I i 95 135 175' i 116 56 I 96 1361 1761 17' 57 I 97` 13TI 1771 18 I 58 981 138! -178 f 191 59 1 99 1391 179= 20 60 I 1 100 1 140 1 180" ! 211 1 61 I 1 1011 141 f. 181; i 1221 1 62 I 102, 142i ; 182; f. 231 ( 63f_ f 103= 1143i 183; 24 ! 64 ; I ' 1041 i 1.441 E 184' 251 65i 105! ! 145= ! 185; ; 1261 106 146 186' 271 I 671 I I 1071 'r 1471 i 187i ; 128! = 68 I i 108 1481 188E I 29. 69� 1 1091 I -1A 189' 30� 70; I 1101 1150. 190: siI 7i' , �., 0i11 5 191 ' 32 ?2;;-=.i tt.? }co:.:r?1 L a rr., .; ;;+, 112 152 192 I 3,. � 1S3€ 193; j34 i.. 74i: ; _.. :.., , 1 114 i i 154 _ 194 . 351 75. I i 1151 155 36 I 76! I 11161 156€ 1 196: 37; 771 I 11171 1571 i 197? ' 38; 1 781 I 118i 158; --i 198" I 119 i 159 199; i 1 40' I .80: I I 12(.1: --ti-,' qi 160: a\LZESi6;►FiDi' 200: HIKMET TUM . R TUMAY0 -5 a FL. REG. # 5 109 t. ,,�;,,,=� ,)cl'Vsa_.i z-AV - ' 2 I d AVE. -5UITE.7Q 8 .iuN��`�� •••...... •�•�vo BOCA RA I 0 , FL 33431 IS Florida Quality Truss Main Office:772-545-3950 Alt.Ph: - Fax:772-545-3690 4mm,nr Infnrm!3finn- Name: Contact: VILLADELTA CONSTRUCTION Fill in later Address: Salesman: Nofes: Fill in later Designer. TRISTEN MARTIN Engineering -List Job #: 17HS081 Date: 4/27/2017 nine-+ Infnrmnfi^n• Name: GOSCHKE RES BALCONY ADDITION Address: Region: 9628 ENCLAVE CIRCLE Loading: TC BC LL 60 0 DL 20 10 Rn uinPrrin a lief Seq. Num. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height TC/BC OH - R CANT-R STUB-R 1 7 i 09 09-03 I FT1 0.00 0.00 100-00-00 00-00-00 00-00-00 01-00-00 63.00 lbs. each 2x3 / 2x3 00-00-00 00-00-00 00-00-00 2 1 09-09-03 FT2 0.00 0.00 100-00-00 00-00-00 00-00-00 01-00-00 61.60 lbs. each 2x3 / 2x3 00-00-00 00-00-00 00-00-00 3 1 07-09-03 FT3 0.00 0.00 00-00-00 00-00-00 00-00-00 01-00-00 50.40 lbs. each 2x3 / 2x3 00-00-00 00-00-00 00-00-00 4 8 06-00-00 FT4 - I 0.00 0.00 100-00-00 00-00-00 00-00-00 01-00-00 3s.40 lbs. each 2x3 / 20 00-00-00 00-00-00 00-00-00 Trusses:17.00 Page 1 of 1 b:(17HS081) / FT1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC Top chord 4x2 SP #1 Dense DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 4x2 SP #2 N Wind (cads and reactions based on MWFRS with additional C&C member design. Webs 4x2 SP #3 Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. i— 2,6„ . 4'0-9/16" 2 }m 3'8-5/8" =5X6 =4X6 Ill3X5 III'3vS =gva Ill 1X4 =-3X8 L f 1-4" R=872# U=114# W=3" (Rigid Surface) =3X4 =3X4 9'9-3/16" 9'0-11/16" =3X8 Ill 1X4 R=871# U=114# W=3" (Rigid Surface) DESC.= FT1 PLT.TYP: WAVE eq • r'�`+•P' ry�DyESSIGNCRITzF8C2014RESRPI.2007FTfRT=12%(0%y0(0) QTY= 7 TOTAL= 7 REFERN�0 SCSI (B1 RUSSFS REQUIRE EX CAI ING, HANDLING, SHIP UILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BUILID N S DESIGNER PER AABI SUITABILITY A SECSZ OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 16.01.01D.0710.13 TC LL 60.Opsf TC DL 20.Opsf BC DL 10.Op$f BC LL O.Opsf $f . . .LD900 TOTp SEQ = 960207 SCALE=0.7500 REF DATE 04-27-2017 DRWG CM K9A ( M 97-33" kZ.pAxz (->A-)1Y$-n'o a= N.W. 1� 1� r 3?0SM`-N13 sLCM1, RL MOM 0/A LEN. 90903 DUR.FAC. 1.00 JOB #: 17HS081 SPACING 24.0" TYPE SY42 ..k " "... I' ' ' .. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC Top chord 4x2 SP 91 Dense DL=6.0 psf, wind BC DL=3.0 psi. GCpi(+/-)=0.18 Bot chord 4x2 SP #2 N Wind loads and reactions based on MW FRS with additional C&C member design. Webs 4x2 SP #3 Deflection meets U360 live and LI240 total load. Creep increase factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1/30l2013 by ALSC Truss must be installed as shown with top chord up. f 2,6„ 3'10-5/16" 2' 3'10-7/8" =5X6 -4XR III 'Ayr niov= Er =3A4 = 3X8 1111 X4 L 9'9-3/16" 9'0-11 /16" 4-11f-d R=872# U=114# W=3" R=871# U=114# W=3" (Rigid Surface) (Rigid Surface) DESC. = FT2 SEQ = 983110 PLT. TYP: WAVE FTRT=12 (0°hy0(0) QTY= 1 TOTAL= 1 REV. 16.01.01D.0710.13 SCALE=0.7500 yWOyEgASIGNCRan=FBC2014RESRPI-20W REFERNIIO SSHIPPING, INSTALLING AND BRACING. CSI (BUILDING COMPONENT SAFETY INFORMATION), PUB'H-SSFS REQ0IRrEXixhW- CARE IN LISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE TC LL 60.Opsf REF DATE 04-27-2017 LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 20.0 sf P PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf DRW G INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. BC O.Opsf DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR LL CM O/A LEN. 90903 'ASS C i994j.YrSaP.� PLATES ARE MADE OF 20/18/16GA (W,FUSSIK)ASTM A653 GRADE 40I60 (W.VJH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY TOT.LD. 90.Opsf g'.A.'Sf(W)r- -N90 aim 3. xz ]63'L'F'annA -- INSPECTION OF PLATES FOLLOWED BY(1) SHALL BEPER ANNEX A3OFTPI 1.2002SEC. 3. ASEAL ONTHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.00 JOB #: 17HS081 ]2iS5iiP,1s��1'>J Is'�a?.gi,y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. SPACING 24.0" TYPE SY42 r iD:(17t15u61) /rIJ Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3. 3' t 01 1 2'10-9/16" =5X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP B, wind TIC DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 2' 2'10-5/8" -4X5 —n VG 9 W W1 W2 W1 W W6 n1W1 Ri III IA4 �-4""+ - R=692# U=91# W=3" (Rigid Surface) 7'9-3/16" 7'1-3/16" III 1 X4 =3X6 III 1 X4 —. 1- 4" R=692# U=91# W=3" (Rigid Surface) DESC. = FT3 SEQ = 983118 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 16.01.01D.0710.13 SCALE=1.0000 �/+�r ryry/D��ESSIGNNCRIT-FSC2014RESRPI-2007FT/RT-12%(0%Y0(0) FRUSSES REQUIRE XTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFERTO §CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE TIC LL 60.Opsf REF DATE 04-27-2017 ➢� r* • �cn. LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TIC DL 20.0 sf p ° ^�` PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.0psf DRWG A -'B�'""...+'t INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN BC LL O.Opsf CM CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H)SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY TOT.LD. 90.0pSf O/A LEN. 70903 -MA rtm3m iEtAxt {35,4) 978-� JNA' z=14.W. 266 Ts'�3.&SAr—vl INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.00 JOB : 17HS081 robWANO It--. CE4 FL amm. , y DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. SPACING 24.0" TYPE SY42 D-(1 R75utll) /f I4 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. ta• I OIB� 1 1 , 2, =5X6 1113X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. i-- 1,5„ -� 2' 2' 1113X5 = Fva III'I X4 = 3X4 =3X4 III 1 X4 6' 4" +• 5'4" R=533# U=71# W=3" (Rigid Surface) 4„ --1 R=533# U=71# W=3" (Rigid Surface) DESC. = FT4 PLT.TYP: WAVE yyDyyESSIGNCRR=FBC2014RESRPI-2007FT1RT-12%(0%y0(0) QTY= 8 TOTAL= 8 REFERNIIO�CSI (BUILDING TR ES COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, y,5 S7P� INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR e PLATES ARE MADE OF 20/18/16GA (W,H/S3)K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO M"* 97543" EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY MOM Owl 17A. 900 INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS 3izo DT. . 16ffi TSE3FSAJ= DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT � ��>3 PLC`✓ .� RL ate` BUILDESIDING DESIGNERGN SHOWN. , PER ANS RPI 1 SEC. TABILITY AND 2 OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 16.01.01D.0710.13 TIC LL 60.Opsf TIC DL 20.Opsf BC DL 10.0PSf BC LL O.Opsf TOT.LD. 90.0PSf SEQ = 983117 SCALE=1.0000 REF DATE 04-27-2017 DRW G CM O/A LEN. 6 DUR.FAC. 1.00 JOB #: 17HS081 SPACING 24.0�� TYPE SY42 ANCHOT�AGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEA G FIG. 1 COMP SIGN WEBS, TO PREVENT THIS BEFORE AND AFTER FAILURE, �QBUCKLING. OR RESTRAIN T.A ALB EBEARING CONTINUOUS LATERAL BRACING(CLB) A IN .! MAINTAINS SPACING, BUTUSE METHOD SHOWN IN PERIM LATERAL BUCKLING FIG. 2, 3A k 313, OR OF ALL RIDMEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 ANCHORAGE BY 'BUILDING D GI R (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —�M). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR —) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP k BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED.DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG. 3B FIG. 3A EXAMPLE TRUSSES DIAGONAL 13RACE RESTRAINT (I)BE) WITHIN THE UNIT (3A & 3B) SHEATHING ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END API HAIL — RESTRAINS LATERAL BRACING, THEREBY PREVENTING WEB BUCKLING. CLS CL13 COMPRESSION WEB CEMING- DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT. COMPRESSION WEB, SLOPING OR VERTIC OR WEB NEEDING BRACING. 2X4 #3 OR STUD GRADE DBR NAMED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16d COMMON (0.162- X 3.6°,MIN) NAILS. -WARMG" MID An F=W ALL NOTES ON T= M= Trans.. temah eta care In fataicntln, lundnng, sUp;dn& ba.ta16n1 and bracing, Nal to and follow REF BRACE RESTRAINT th (8atldbag l.—paaent Ill Inforaution, by TFl and TICA) for mfetT pa�otloaa prior to p rf-1.2 tha.a taadtm.. m.,anea. prorlde I y� ntffi. U.I" Dated dhftr ,.a, tap ehvd d,an Iune pmperlr .tLahsd .trmtmnl pears nad b ettaa shard .hell bun a pmyarb etteahad r4dd percunna. . m A: ST. &anIla.�ph t t p faiNbttr web. °leotn`''�e0d °` DATE 1/1/09 DRWG BRCLBANCO109 °maoltuNr• rGsarl6s corn Gs TNn namGx To. ne7leuaIIop ooNTsacZpL Building Components Group Inc. m Hulldles Componant. orwp Inc. (RWBCO) .ban All— r.iyanabDle for &a kuen fram thl. da-11A am faGma 1a Inald Iha true 4 eaatarmam..1% TFG ar fa , .htppfal, bA.M.[ k JIMM coax—Lar IOW ere made of 00/18/15GA (WX/B/E) AMU A66G grade 67/40/60 dIVA (brr/accing .tr}nr�e.. . aiuwL �o� A o".4 Fhla dmv ag m. tedlnlr .oe.ott miand eaAla.cmg r-p-Abu t7 .oley tar M. troy aamponant drlga .I— The mlt.MStr and --at tht. -ant for in.Wl 1. the camp Dar g r�a��tdHt of the �o�.d�. "' sbcmdudrT'e°m' W. trsnr'Sc°a.le.oret . Earth W/. MO 63045 GENERAL NOTES Trusses are not marked in any way to identify the frequency of location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling,. installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bracna of Metal Plate Connected Wood Trusses for more detailed Information NOTAS GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES Los trusses no estan marcados de ning6n modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. identifique la frecuenda o localizad6n de restriod6n lateral & Warning! Don't overload the crane. y ardostre diagonal temporales. Use las recomendadones !Advertencia! INo sobrecarga la gnia! de manejo, instalad6n, restdcci6n y amostre temporal de ® Never use banding alone to lift a bundle. IDS trusses. Vea el folleto BCSr Gura de Buena Practice Do not lift a group of individually banded bundles. Para el Maneio Instalad6n Restrioddn y�rr iostre de los Trusses de Madera Conectados con Placas de Metal para Nunca use solo IDS empaques para levantar un paquete. informad6n mas detallada. No levante un gropo de empaques individuates. Los dibujos de dlse6o de los trusses pueden espedficar las Truss Design Drawings may specify locations of IDcalizadones de restricci6n lateral permanente o refuerzo permanent lateral restraint or reinforcement for en los miembros indlviduales del truss. Vea la hoja individual truss members. Refer to the BCSI-B3 resumen BCSI-B3 - Restdcd6n1Arriostre Permanente d Summary Sheet - Permanent Restraint/Bradna Querdas y Mtembros Secundarlos para m6s informad6n. of Chords & Web Members for more information. El resto de IDS disefios de arnostres permanentes son la Al other permanent bracing design is the responsabllidad del Disenador del Edifido. responsibility of the Building Designer. QThe consequences of improper handling, erect ing, Installing, restraining and bracing can result In a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalaci6n, restriod6n y arrisotre incorrecto puede ser la caida de la estructura o a6n peor, heridos o muertos. 0 Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte IDS empaques. HANDLING - MANEJO Avoid lateral bending. — Evite la flexion lateral. QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente IDS trusses en la obra. tZ, . . . . . . . . . . . . . If trusses are to be stored horizontally, place blocking of sufftcient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than orie week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for load it ct-l=ail!na.-Restralnino & Bracno of Metal Ude_Qonnected Woodie4 for more detailed information pertaining to handling and jobsite storage of trusses. Si IDS trusses estaran guardados horizon- talmente, ponga bloqueando de altura suficiente detras de la pila de los trusses. Para trusses guardados por m6s de Una semana, cubra los paquetes pars prevenir aumento de humedad pero permita vend- laci6n. Vea el folieto SCSI Guia de Buena Pract!ca pars el Maneio. Instalad6n,. Restriction y Ar- !r ostres a los Trusses de Madera Conedados con Placas de Metal para informacon m6s detallada sobre el manejo y aimacenado de IDS trusses en area de trabajo. Use special care in Utilice cu!dado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. Spreader bar for truss _ O O ✓� Use proper rig- Use equipo apropiado ging and hoisting para levantar e equipment. improvisar. 0 Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. ®Do not store on No almacene en uneven ground. tierra desigual. A single lift point may be used for bundles with trusses up to 45. Two lift points may be used for bundles with trusses up to 60. Use at least 3 lift points for bundles with trusses greater than 60. Puede usar un solo lugar de levantar para paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para paquetes m6s de 60 pies. Use por to menos tres puntos de levantar pars paquetes m6s de 60 pies. 0 Warning! Do not over load supporting structure with truss bundle. !Advertencial No sobrecargue la estru apoyada con el paquete de trusses. Place truss bundles in stable position. Puse paquetes de trusses en Una posi estable. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' - Trusses 30' oror less, sup- ' less, support at } port at peak. quarter points. Levante Levante de del pica IDS IDS cuartos trusses de de tramo tos 20 pies o trusses de 30 Trusses u to 30' menos. I E Trusses up to 20' -> I pies o menos. Trusses hasty 30 le Trusses hasty 20 pies P p' IOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDU Hold each truss in position with the erection equipment until top chord temporary lateral rest is installed and the truss is fastened to the bearing points. Sostenga cada truss en posici6n con equipo de gr6a hasta que la restricci6n lateral temporal t cuerda superior este instalado y el truss esta asegurado en IDS soportes. 0 Warning! Using a single pick -point at the peak can damage the truss. iAdvertendal El use de un solo lugar para levantar en el pico puede hater dafio al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Approx. 1/2 Tagline truss length t— TRUSSES UP TO 30' _ reader be TRUSSES N 1STA 30 PIES Toe4n s T�e4n Arch Locate Spreader bar 10'O.c. Spreader bar 1/2 to I above or sOgback max. uss 2r3 trlength —� mld-height Tagline TRUSSES "PTO 60' - TRUSSES NA- n 60 KES I �— .era` Spreader bar 213 to w4 truss length TRUSSES UP TO AND OVER GO' _ TRUSSES NASTA Y SOME 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Q Refer to 13CSI-132 Summary Sheet - Truss Installation & Temporary Restraint/Bracing for more information. Vea el resumen BCSI B2 - Restdcci6n/ Arr!ostre Temooral v Instalaci6n de IDS Trusses pars m6s information. �t Locate ground braces for first truss directly in L� ! line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque IDS arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de restricci6n lateral temporal de la cuerda superior (vea la table en la pr6xima columna). o ®Do not walk on unbraced trusses. D No camine en trusses sueltos. �Top Chord Temp Lateral at `\ LateralResUaint (TCTLR) 2x4 min. --90. Brace first truss E— securely before erection of addit trusses. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(#) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(#) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (#) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR T—BRACE L—BRACING: OR L—BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128'x 3.",MIN) NAILS. AT B" O.C. BRACE IS A MINIMUM 80%. OF WEB MEMBER LENGTH T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 809 OF WEB MEMBER LENGTH SCAB BRACE �z MAROM- n O AND M M AM WTte ON T:DS itARC71 ' T�vsee rgola .�. oa» ss rahrkaely, n,eeNe<, .n,pp>nl, .ad braclnf. a.te to .nd rouo>t TC LL PSF REF CLB SUBST. .h.D r.. .ltaah.d ahmlmel tacttem ahmd plan Hass. paaperlT ■ttaahad TC DL PSF DATE 1/1/09 oa9lap ]aoa shown lees pcmanmt Lfaral reatralat o! ■tile plop hnTe leaetnl 1n�talied peT DRWG BRCLBSUB0109 .atlas. >e t ar. teas the Iob�. �enetal mte. paAa :ar mere lntormaiSon. BC DL PSF Building Components Group Inc. HDeO!l11tT+a 1DiN!>4I WLN OT 7}ID OC9fO1 TD DaTlASLUION OOHTIIt.ROi T!►>edldlaA O nb Ozoq hx. (RTDCO) shaD -at ba bla'far a" derfatlon how thla deatao, MY }a4nre to bold th. ttoa !o eoatoecueea YM TA{ er fabrkaiftl, ha-M- ahlp9t.1, bud.Dlzg h BC LL PSF vactug ad tee.... I McO oeaa.eter plates are made of 90/1e/1e6A (FAM/q AM deco pads e7/40/la C. stall. A" plates to each face of trine. peattfeaad as ebowh abore pad on hint Details. TOT. LD. PSF "/lT® .°°° apt `°"'"' hnOd>nN a th' !eT 1'b tens dey�e E a The and oea of'1hL"�a '�'� man+mnt� of tno e n .T re: ,xaf f f eaa.1. DUR. FAC. Earth ay. MO 63045 ' �' " .I '.= vwA.°" &"g SPACING STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACI®N DE LOS TRUSSES j u 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trUSSeS with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. .1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente al arriostre de tierra. 3) Instate IDS pr6ximos cuatro trusses con restricd6n lateral temporal de miembro corto (vea abajo). 4) Instale el amostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal Para los Plarlos de dos miembros secundarios Para estable dos primeros cinco trusses (vea abajo). 6fj Insiale la restricc16n lateral temporal y arriostre diagonal Para la cuerda inferior (vea abajo). 7) Repita Este procedimiento en grupos de cuatro trusses hasty clue todos los trusses e�rixwcalados. Q Refer to BCSI-132 Summary Sheet — Truss Installation & Temporary Restraint/Bracing for more Information'. Vea el resumen BMB2 - Instalad6n de Tw5ses y Arrlostre T mp�a(r para mayor informaci6n. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restricci6n y arriostre es Para todo trusses excepto trusses de cuerdas paralelas 4x2. 1) TO� HORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing La11 ngitud de Tramo Espaciamfento del Arrfostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero Para trusses de mas de 60 pies. l� l See BCSI-62 for TCi LR options. " Vea el BCSI-132 Para las opdonesATI1CT1',LR.Refer t o SCSI-B3 Sum -mare Sheet — PermanentRestraint/Bracing of Chords &WebMembers forGable End Frame restraint/bracing/ f reinforcement Information. Para information sobre restricci6n/arriostre/refuerzo Para armaz6n de hastial vea el resumen SCSI-B3 — Re- stricci6n/Arriostre Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas y diagonales Para cada Miembros Secundarios. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARI05 �:l A LATERAL RESTRAINT & DIAGONAL BRACING Web Members ARE VERY IMPORTANT iLA RESTRICCION "LATERAL Y EL ARRIOSTRE� DIAGONAL �t SON MUY IMPORTANTES! 4& 10'-15' max. Same spacing as Repeat diagonal braces for each set of 4 trusses. Bracing Chords Diagonal Braces every 10 truss spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraint's - 2x4x12' or greater lapped over two IUSSE Bottom chords \� Diagonal Braces every 10 truss spaces (20' max.) 10'-15' Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCI6N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q Refer to BCSI-67 Diagonal Bracing Summary Sheet 10' or 15'*�Repeat Diagonal Bracing - Temporary & Per->� manent Restraint/ -;� J �� every 15 truss spaces (30') Bracing for Parallel Chord Trusses for more information. Vea el resumen SCSI-B7 — Restr'- i I Apply Diagonal Brace to Amostre vertical webs at end of ci6n v Temporal v cantilever and at bearing All Lateral Restraints Permanente de locations. lapped at least two trusses. Trusses de Cuerdas `Top chord Temporary Lateral Restraint spacing shall be Paraielas Para m6s 10' o.c. max, for 3x2 chords and 15' o.c. for 42 chords. informati6n. INSTALLING — INSTALACION rOgt`gfP=lane pIf pf Tolerances for Out -of -Plane. Out f �l m J Tolerancias Para Fuera-de-Plano. Max. Bow D/50 D (ft.) Length —>�� 1/4" 1' Mau• BowLe 1/2" 2' Max. Bow 3/4" 3' r Max. Bow Truss Length 314" 12.5' 7/8" 14.6' 1" 16.T 1-1/8" 18.8' �-- Length t 1 ! ❑ I 1" 4' 1-1/4" 20.8' n ! 1-1/4" 5' o I Plumb f= �f Tolerances for ( � bob 1-112" 6' 1-318" 22.9' �J Out -of -Plumb. 1-3/4" 7' Tolerancias Para D15o max Fuera-de-Plomada. ^r ?'�" t'�'' 2" a6' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q, Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construcci6n hasta que todas las restric- Cones laterales y dos arriostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to CB SI-B4 Summary Sheet -Construction Loadinci for more Information. No exceda Ias maximas alturas recomendadas. Vea el resumen SCSI-84 Cargo d nnstnirrtnn Para mayor informadon. ® Do not overload small groups or single trusses. No sobrecargue peque"nos grupos o trusses individuales. ®Never stack materials near a peak. Nunca amontone material cerca del pico. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. C Position loads over load bearing walls. L� 1 Coloque las cargas score las Paredes soportantes. �Maerial Height Board 71ywo.d'or 12' OSS 16" hingles 2 bundles Concrete Block 8" Clay Tile 34 tiles high Truss bracing not ALTERATIONS — ALTERACIONES shown for clarity. QRefer to BCSI-B5 Summary Sheet - Truss Damage 3obsite Modifications & Installation Errors. Vea el resumen BCSI-85 Danos de trusses. Mod-Ificaciones en la Obra v Emotes de Instalation. ®Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, attere o perfore ning6n miembro estructural de los trusses, a menos que este espec ficamente permitido en el dibujo e del diseno del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durdnte la construccion o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eljminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (If applicable) are professionals with the apability to undertake the work they have agreed to do on any given project If the Contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are Intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and Installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, Boors, roofs and all the interrelated structural building components as determined by the Contractor. Thus, WFCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. I wTE- .Aft"Ib., TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Mad'Ison, WI 53719 218 N. Lee St, Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.sbcindustrywm 703/683-1010 • www.tpinstorg BI WARH11x17 20061115 11 irr A8 amb•on blocks steal be a minimurn 2x4 ass gnxied lumber., X - AA abr ngbadc bridging and bracing aWl be a udnfmcan 2c8 "atess graded lumber.' . /4•.0.. U B► The purpose of strangbedc bddgfny ES to tlav>3iop dead shaftbetvµeert Indfvidual trusses, rem fHrtg In an overall inanaae In tfte sittirtesa of ftte ATiAMEWAWnN.todeC10011H stw ,. po µone (o.'r�lY'} 17lIL9 N 2ROYY8ATQ' O.G � � 66('IC �� pad eS ShOl17L In dete[>v, "Mr-- it uar oPsa(af2 �s Ito XS M Is reccm rnertded at Ur -V o.c. (max) 7MM WAc X BRIDGti+EG SUM DRAL NOTE. Details t and 2 are the :M 1Od CCa"'to:148.Zj 3M CR BCDSA3t7N.(n•:��/ F1A9 ATTOp APD BOTTD1d OF2r,{•8C.}Bdt7 ��L. ATiAtli STROFXriti�rY2T091.O(:fC1W =9" t0."tS &M MU CR attachment meffwdds�� 5?AdNd RSU]Fn&-M ua b 1C iffbilT TmW(&tcmwc(spmj ?111d:1U 2 inn iat wdf Sff ►oAa 3 mri i! ach y " Onl40r 8pamm"itieo.a The iscrrta'WedgIng° and tmdng° are sa names mistakenly used Interchangeably. Treidr ' is an Important shtchual requft ernent of any fear or roof system. Refer to the Tr= Design mowing rf DD) tier the bracing requirements for each 4Xilvldual truss component ` ddgfng, pawky "sbvngbadc bridging° Is a m=nrnen&ftn for . a truss system to help control v% atfon. In addition to aiding in dlsfribuifort of point toads between ad}a KA miss, sbwgW& br{dg< V . serves to reduce `bounce or residual vibration resulting from movfrtg point toads, such as footsteps. The peifonnanca of all boor syafems are enhanced by fits Irtsiallation of strongback bridging and therefore is strongly rscomrrtertdad by �IVV BLWng C emponts Croup Ine- For additional Irrfonnation regarding sirwrgbsak bridging, refer to BCS1 (Buaf9 Component Saf�4f Information} .. a o.. 1�.. ... '�rtTiXdibTRAlrCi6+,QC 'T0 BarM C H0tR0 WnH STRONGBACKBRIDGING ATTACHMENTALTERNATNES pf�,o-sea�+va .. m+:�►'�• mac. tic� i r+r+r�R ua•tc.�x :::. L,. p TC LL PSF REF SPRONGBACK �� „��•�� .� �, �� b Y � �� H � ��.v.5S66��lLW]a,^ C�.3wr n:vl•dS+cn1r. el..d .kM• '.'�r.'�j.o,ry rl.rn.! w�.z;.•,1 pyt. .;d 1+ctf� eSm1..6'.0 S.n,• .i...�.a'�d'oo�=y TC DL PSF DATE 2/28/11 i�+9d7 [eulsce .�-ora ta.y�orS liScd i..L•i�'L('n1i �ti71cr� � r,�ma �.. xu »otsm. s t m: • a.. ua. yeu'. o,,..� ;br,. °,�, f� �. � DRWG STRBRD3R0211 .-WAMUM. runes M or ate uva m Aauuaa n MMC BC DL PSF' nr Svc =cam ►n Rn .gym me n. .� awLlsa. eaa rai ad.. to knb �fh aZ Q teklm `i..�y i�dY. �h+?i�t. =4 t K d �xcEa Cf]l0.' a�.da� BC IL PSF D48drp i4 PW'c ct'r�%i N �7 6 n AWA fly/-.m 17n On L:+2 .M1,W/67 V,(r/" or. A.L •1'g7.%`..I.r IJ .ate f�ei �C tva . i&ka ;.:�.►.�..�+ x�. TOT. LD. PSF 1 rd w L`S. 6•n'.?L'Q octr py. +�ldw .vtuv .ad'7=effwdc.; c.eiR( ,d't,•4r Lh1 L'ri :.a iitalO.Yr c3 tii _d L. DUR. FAC. 1.00 i... x.nor e� ...� a_. _ run ..• xc n, ,s�.�y mrea�roe�ts SPACING WE M WBuildir. g-..* Ponenft b-mup IgOffl m Pine 055 Specific Gravif - - -- - - ---- Pfti omr C SUPA wo AiE3 kH - ifut&FR-BalBlS(Otl.- t�NfJ+ION�t14tLi�Fl►S[il�-: • :. u VAB � idIJIRDiUDS AtLflMLf1lRWAR01W "mum GAUGE cm- WIDTH . Hfl$1#i - f?f�Fii dflt5f s JO[Si MY '-SE1WEi:. �kSi `tQJtil;t1�31ili0N - i /ACTOR - - .•LOiIA �l1RElTH3N FACT aR - ARM 11/2 18 1 W16 5112 2314 0.148x(.5' 8 11.162'x3.5' 24 335D 3350 11 3350 3350 1025 1175 1280 1301 ARM 11/2 18 19/16 61/2 2314 0.148'xl.5' 12 0.162x3.5' 24 3655 4095 4250 4375 1 1535 1765 1915 2061 AHU210 11/2 18 19/16 81/2 23/4 0.148 xl.5' 16 0.162'x3.5' 24 3655 42DD 4555 %05 2D45 23SO 2555 3271 AHU2G-2 3 18 37116 51/2 2 3/4 0.148ak3.D" 8 0.162x3.5' 24 335D 3350 3350 3350 1025 1175 1280 130: AHUM-2 3 18 37/16 51/2 2314 0.148`X3.0' 8 0.162'x&S" 24 3655 4KO 4375 4375 1535 1765 1915 1 2061 AHIMG-2 3 18 37116 51/2 2314 0.148'Y3.0' 8 0.162'X3.5' 24 3655 4200 4565 5845 2D45 2350 2555 3271 AHU46 31/2 18 3 9/16 5112 2314 Q 148 Xi Q' 8 0.162x3S' 24 335D 3350 3350 3350 5 1175 128D 130:AH8 3112 18 39A6 5112 23M 0.148',W 8 0162'x3.5' 24 3655 4200 4375 4375 5 El 1765 1915 206I AHU410' 31/2 18 39/16 51/2 23/4 0.14854r 8 M162W5' 24 3555 AM 4565 5845 2045 2350 2555 327( Seuthem Puie (OZ5 SpecTic MavD'f) PRODUCT CODE SUPPORTED, MEMBER. HANGER DIM@ISiOH COMMON NAIL TYPE FASTNERS RLLWABLE DOWNWARD LOADS ALLOWABLE UPWARD DADS PRODUCT GAUGE CLEAR WIDTH (MY OVERALL HEIGHT (ml OVERALL DEPTH (m) JOIST HEADER LOAD DURAi[OH FACTOR LOAD DURATION FACTOR S12E aff S12E UTY 1 115 1.25 1.6 1 1.15 1.25 1.6 A6US26 1 112 12 1 5/8 5 7115 4114 0.148'x1.5' 24 0.162'x35' 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28 11/2 12 1 518 615l16 4114 0.148`x1.5' 30 1162'43.5. 40 6555 7410 7410 7410 3485 3485 3485 3485 AGUS210 11/2 12 1 518 815116 4114 6.148x15' 38 0.162`X3.5' 50 8210 8855 8865 8865 5035 5035 5035 5035 AGUS212 1 112 12 1 518 10 15/16 4114 0.148'x1.5' 46 0.162"x33S" 60 9240 9240 9240 9240 6455 6475 6475 6f5 AGU526-2 3 12 3 Y/8 5 7/16 4Y14 0_Y48'57 24 Q162'x3-5 30 4925 5435 5035 SM2700 2700 2700 2700 AGUS28 2 3 12 3 1B 615A6 41/4 0.148'x311' 30 0.162�-5' 40 6565 7410 7410 7410 3485 -1485 3485 3485 AtUlS210-2 3 12 3118 815116 4114 0.148`A3Z' 38 0.1625Gi5' 50 82YD 8W5 8865 8865 5935 035 5035 5M5 AGUS212 2 3 12 3 1/8 1015116 4114 0.148"x3.0' 46 0.162'43- 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS25-2T 3 12 37116 5 7/16 4114 O.1485Gi.0' 24 01625aS' 30 492-9 5935 5035 5035 2700 27W 2700 2700 AGUS28 2T 3 12 3 7/16 615!16 4114 0.148'X&O' 30 0162'r.3.5' 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUSMO-21 3 12 37116 815/16 41/4 0148'x3.0' 38 0.162W.5' 50 MO 8865 8865 8865 1 5035 5035 5035 5035 AGUS212 2T 3 12 37115 10 151'16 4 114 0.148'X3.0' 46 0.162.,Z.5' 60 9240 9240 92AO 9240 6455 6475 6475 6475 76US46 3112 12 3 SM 5 7r,6 4114 D.148'x3.0' 24 0.162W.5' 30 4925 5035 5035 5035 2-7Q0 270fl 27DO 2700 AGUS48 3112 12 3 5/8 615/16 41/4 0.148x3A' 30 0.162-a5' 4U 6565 7410 7410 7410 3A85 3485 3485 3485 AGtlS410 3112 12 3 SB 815/16 41/4 0.1485f3.0' 38 0.16250.5' 50 8210 8%5 8865 8865 W5 5035 5035 5D35 AGM12 3112 12 3 5/8 1015116 4114 0.148W.0- .46 0.162'X3.5' 60 9240 9240 9240 9240 BASS 64T 6475 6475 AGUS26-3 4112 12 4 518 5 7/16 4 1/4 0148't3.0' 24 0-162'x3.5' 30 4925 5035 50M 5035 2700 2700 2700 2700 AGUS28-3 4112 12 4 518 615116 4114 0.148'X3.0' 30 0.162'X3.5' 40 6565 7410 7410 7410 3485 3485 .3485 3485 AGUS210-3 4112 12 4 518 815(16 4114 0.148'X3A' 38 0.162") 5` 50 8210 8865 8865 8855 5035 S(35 5035 5035 AGUS212-3 41/2 12 4 518 1015/16 4114 0.148'x3.0' 46 0.162')35' 50 9249 9240 9240 9240 64S 5475 6475 6475 AGU=3T 4112 12 5 57116 4114 0.148x3.0' 24 0.162'in s, 30 4925 5035 SM 5035 2700 1 2700 1 2700 2700 AGUS28-3T 41/2 12 5 615116 41/4 1 0.148'x3.0' 30 0.1625f35' 40 6:;r5 7410 7410 7410 3485 3485 3485 3485 AGUS210-3T 41/2 12 • 5 815/16 41/4 0.148 x3.O' 38 0.162'Xd.5' 50 8210 W65 8W5 8865 5035 5M5 5035 _ 5035 AGU5212-3T 4 Y/2 12 5 1015/16 41/4 0.148'x3.0' 4fi 0.162'x35' 60 9240 9240 9240 9240 6455 6475 6475 1 6475 Wd x ? --!!2 Hats are 0.138' x 10:3 vamsrtar �4Gis �°'i_1�xS_� ledCcr:{,::oai~iadsarD_1 x3_sr' P, 5=" �%-ff SCG CONS EWC- fr ES N, - � E � R= P E �RED FOR 3^ d -0?i• A[3UL0 1950 A1M(S1- 1;r-.-_e he Jrc" icts das-_�-d ir. L _t- =-C.e ffl r +9a3 S! fsi� e' Ai acca"r]eanaa `r a !l 3S '.?31zt1[ci7 7 a t