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HomeMy WebLinkAboutTrussn \\ (2)2xG PT.L-EDGER (BY BLDR) c J. 52'-8° n _ n 21'-6" (2)2x6 r r � 12 C, " 12— 5 II C oc C11, — / I Lo (OVERFIA11G) c.— (VARIES) HURRICANE METAL STRAP ANCHOR EACH TRUSS (BY BLDR) TYPICAL, ��I� I #��r� FOR' I- �.,-. TI �f RU SES O PR_F OV RI-IAN DI: CAI!_, a TYI ICflL CORNER SEI MAIL t id,ic ri,kARiverb ndV"S1)\N 512C BRBAr[,",IN\5512CBREAL-EXLN-Lot47.dwg r " o 11 I have reviewed this truss layout and I find the structu will adequately support the Icads superimposed on it tr the truss system. For truss member tracing see individual truss engineering shtets. For additional requirec perman t bracing see the structural permit ptam a Era REV+IS F .AND !.�1 rAt+,. Cotmlions or txstnYs wis c?r the jh p +; a�rsn4+ dtaxieag this review ; tt#5 r L(tis stirca+a� t cry compiisnct Wkh rr, 3srKatRi . of 1, "tr.. ciiiceasone. "fvlk Fits^, is c=v ��t review 6on4cex Mice with the3 sir. �,r ..:ry chc wo;ect one,' :'i?tn,RltZ�r2e^.C. wAgi t ttjxfst¢.SM. Yily� t[1 Sa'3i cettr ck surotnta 'I� :#ra�nera „ msponsibre:'c sotlirtani►t� and eormisti ail cr' ..� , s Wnarnsion? eelc�etin rntarir�tnor pror a�*J^ ant oondr"eSZt:,ttna�s a' as , seopiizalin-g iris r4a 4vt�r th"'i of kilt trade and penoar\.\n g tux ins r in a sat,rt ' R. g'6rIU-S P-R;, *Xa91; 12 \ 5cc \ III � c (VARIES) HURRICANE METAL S I RAP ANCHOR EACH TRUSS (BY BLDR) 1 '-15" (OVER T-IANC) TYPICAL CORNER SET DETAIL 6e�r�it�tg H�ig�t�� Legend 21 RAKED WALL (WD) RAKED WALL (CBS) --1 21 ' - 0" 25'-0" iANGER5 TO PEE Uri i) ----(Simpson) or (IJsp) O I IU526 (� I-IIJ526 © HGU526-2 THPI-126-,2 1 I( i U''28•-2 TIiDI 12- 3-2 �� O TAT E • YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTIle!'VA I ION FOR, FAPRICA11011, 2) VERIFICATION OF ALL DIMENSIONS, COFTDI110NS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PI_ACEI,IF:IIT PLAN. 3) RECEIPT' AND USE OF "BCSI-,ISummary Street COMMENTARY and RECOMMENDATIOIIS for EIA[IDLING, INSTAI_I-II]G & BRACING METAL PIAII CO VIEC 1ED WOOD TRUSSES" (1PI). 4) NO BACK CHARGES OR CRANE CEIARGF-S OF AIIY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS 171_-All T MNGMT. SIGNED 11 TLE DATE All spacing is 24" O.C., except as TmT-d. All walls shown are. ''oaring, except as noted. All valleys calculated with sheathing rnlder. Number of girder plies to be determined by crr�'neering. DO NOT CUT OR ALTER TRUSSES w/o AUTTiORIZATION FROM THIS OFFI( Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibilit) of the builder to utilize engineered drawings when erecting truss �'IT�1,F?wNTNGT ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, FLAIE MANUFACTURI NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI-01 Summery Sheet COMMENT? and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL SLATE CONNECTED WOOD TRUSSES (TP0. TRUSSES ARE TO BE ERECTED AND FASTENLIi IN A STRAIGHT Al PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TIIF TOP CIIORDS; THE` SHM1. BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE IiANDLED WITH REASONABLE CARE DURING FRFCnON TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTT01• TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWAR o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR AL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO ~+ HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTION re 0 I-IGUrr2 3 � T I {RH26�� MWFRs�ow-rise CC hybrid Wind ASCE 7--10 Exposure Category C Bldg Category 2 Wind Design Velorit 17- N � F 9 Y� 9 9 Y� 9 Y U Imp. Factor : 1.00 Nlnd Load Duration Factor : 1.33 Menn Ronf height : 2C-0" M 1IGU5r S c,/12 ------------- Sleplim W. Warter Struct Eng #54395 2590 N. Kings Highway, Fort Pierce FIA1951 (772)M4-1 t l Ht IUF24 6 H TI IN 0 F — -- _-- ab (Hanger fay hilder) j tj oo���tei1 ►d���dt Trusses shown on this layout are a component part of the building `-- 00�V1 and show truss location. Proper erection temporary oralY and (172) 464-41f a ee''O C. F•N ��' permaw nt bracing design are the responsibility of the building ee . mp•^�\ �, designer- or his engineer Lateral bracing shown on the individual �I RUSS COMPANIES INC truss drr'awin s roust be laced during the erection procedure. �t �p 5g395 ',� — 9 _ P 9 P __ 2590 N. Kings Highway, Fort Fierce 1-1 . 34951 q - — IT, P QJ __ ' Q ° q 1 A'd F"a,cifit( ONA•a RE15: Model 5512 Laurel (Elevation C ��i/Illllti*� flfl �, ews ones owwrer, -- -----�„rrut r 3/16 =1-0104/03;14 ��no �.���'lC