Loading...
S1.2 10„ PROOcFss �GINF<4' 51 9PE `' -s R ON Oq� 1 2, 1g,Q\J 10 J. ';�0 Expires: 6-30-19 et ',NA. Q.,.) -:-.4 ce z . , ,.•:: i t c., g 0 *TYPE 4 •NO PONY WALL BELOW TYPE 9 • PONY WALL BELOW '' C en. . ry I-IDQ4121F 8 �- ! Q* 6x6 HNGR 53.1 `'� �-�r i •ri w1 EPCM Nir g 4 m BI 3112x16 BIG BEAM 4x8 _ 4x8 U m o gn 'I� _ I I I i I E 2-2x6 I I „.. .. ,, N 0 1=NDI 431 a TR• IMMERS . m INDICATES ROOF OVERFRAMING o', 16”PRE-FAB FLR TRUSSES J INDICATES WALL ABOVE FRAMING LEVEL X = F{�R SUPPLIER o J 0 IILL DISCLAIMER TIE SIGNATURE MO STAMP FOR THESE SiF71cTIAiAL DRAMAS AKE VALID ONLY MBE 01 I 1 INDICATES WALL BELOW FRAMING LEVEL 01 >Q 1 eEl G PA+ED BY A DN EI A1IQ E D S LOT SPECPIA TRUSS DRAG LOAD: SET a STRUCTURAL CA CULATICAS PREPARED BY I WORN caiSI1T9JG ENGINEERS tic AND SEALED ILTTN A I / WET STAMP AND SIGNATURE BY REE 6SEER 1 0SE TRUSS MFG SHALL STAMP APPEARS ON THIS SHEET.CCNSTRUCTICN 1/////1 INDICATES INTERIOR BEARING WALL 2-2x6 6x6 J La DESIGN TRUSS TOsoli EE PEFFORIED ONLY WITH A DRA B*SETBELOW FRAMING LEVEL ' 2-2x6 TRANSFER 150 LBS/ APPROVED 9Y THE LOCAL JURISDICTION 6x8 TRIMMERS SHEAR TRUSS .�� LINEAL FT. IM INDICATES COLUMN ABOVE - 111 I f II INDICATES COLUMN BELOW FRAMING LEVEL 6 15 6 11 Mk J ■ Val 0 53.1 WY WI YP. 8 INDICATES DETAIL REFERENCE APPLIES TO ALL SIMILAR LOCATIONS v 0110 ui co _ , 3. 0 INDICATES VAULTED AREA `" i � I � - HDUx(x)— HOLDOWN TYPE 4 SCHEDULE (el2-2x6 u, f �� _ MARC NUMBER(x)ON SHT SO TRIMMERS '41-4-9 R77751 INDICATES 3x6 P.T.SILL REQUIRED a i - - 3x SILL L� 1 o 53.1 EXTENT OF SHEARWALL I, 16"PRE-FAS FLR TRUSSES 3 E 16"PRE-FAS FLR TRUSSES iy SHEATHING SEGMENT z PER SUPPLIER PER SUPPLIER ---fes - _ II INDICATES SHEASCHEDULE TYPE 1 I �-1 PER U SHT 50 2-2x6 1 I ' 00-CONST. 11 TRIMMERS I I "GLUED T+G PLY OR 055 II wt 10c1RING SHANK NAILS 1 Nr INDICATES HOLDOWN TYPE. •5"O.C.EDGES 4 I • EA END OF WALL I 15 12"O.C.FIELD 0 SEGMENT PER SCHEDULE TRUSS DRAG LOAD: 53.1 ) I 5 II u II ki SHT SO TRUSS MFG SHALL DESIGN TRUSS TO - �__- 6x6 53 y TRANSFER 150 LBS/ -J = t '/ T SS NOTES: LINEAL FT. i SHEAR TRUSS t-w thit 2-2x4 , /» L -- II n " (i II • ALL TRUSSES TO BE PRE-ENGINEERED 4 CARRY 0 0 I 0:T:::INSTALLED ir v II• ALL TRUSt BRACED TO `ice ,r1 MANUFACTURER'S SPECIFICATIONS. 1 T ) -I- 1 • NON-BEARING WALLS SHALL SE CONNECTED TO THEx : I x LCSII' • TRUSS BOTTOM CHORD W/SIMPSON STC(OR EQ)TO �l INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON NE WALL. 0 , / 2-2x4 1 E 2-2x4ik 16" PRE FAB FLR TRUSSES A �1 • ALL CONNECTIONS WITH RAFTERS,MONO OR JACK IF `' I Fi ) ! PER SUPPLIER v TRUSSES 4 HIP TRUSSES TO MAIN GIRDER TO BE A PROVIDED BY THE TRUSS MANUFACTURER 40 OPEN IM. 0 I N _ • TRUSS LAYOUT SHOWING GIRDER TRUSS LOCATIONS .9 n= TO BELOW m d • ARE NOT PERMITTED TO CHANGE 4 MUST SE `" ° 13 FOLLOWED CORRECTLY,IF TRUSS MANUFACTURER 1 m 53.1 REQUESTS TO CHANGE IN PART OR IN WHOLE THE _ LAYOUT DESIGNED HEREIN,HE/SHE MUST CONTACT _ I I- J -- 1 C THE 2 ESGN IS / m MAIN�TAINEDEON ESIGNR TO THE BUILDING CORRECINSURE STRUCTURAL TLY.I ALSO,F ffl p4 I I THE DESIGN LAYOUT IS DETERMINED TO CHANGE,THE 111 I BUILDING DEPARTMENT WILL REQUIRE APPROVAL 4 I/ v NEW ENGINEERING CALC'S. 0 • • ADD SOLID BLK'G BETWEEN JOISTS UNDER POINT I R4I21F LOADS ASV.-WHERE APPLICABLE AT WILL. • PROVIDE SOLID BEARING UNDER GIRDER TRUSS PI 1310 31"2x16 BIG BEAM r I GARAGE R I G-T ENDS 4 FROM BEARING POINTS UNDER STRUCTURAL 14 " 2-2x5 ROOF SEAMS AS SHOWN ON PLANS. HDQ4121F —16"PRE FAB FLR TRUSSES / 1 3-2x6 , ' HNGR PER SUPPLIER UPPER -LOOK • PROVIDE SOLID BEARING UNDER SEAM ENDS 4 53.1 v v ! Si3t/x16 BIG BEAM I FROM BRC.POINTS TRANSFERRED DOWN FROM I , �t F / M U NG f '1I N FLOOR ASV.CONT.TO FIG.BLW AS LOCATED ON 1 I ri( J PLANS. TRUSS DRAG LOAD: 16" PRE-FAB FLR TRUSSES B' 3112x16 SIG SEAM 3-2x6 TRUSS MFG SHALL t 4x6 PER SUPPLIER FLOOR 5-EAR DESIGN TRUSS TO '� SHEAR TRUSS �' H2 GL 511 xl2 TRANSFER 150 LBS/ s ■ r n�� ` LINEAL FT. © Q HDQ412IF HNGRw. -- -- w Nr Q 3 © � 12x16 =[G �� 1-4, 0 4. al ® v v_HDQ412IF 1-10Q412 IF 0WV 9 IR Y HNGR / S HNGR MSTC40 16" PRE-FAB FLR TRUSSES n it PER SUPPLIER M5TC4O SIM. MSTC40 WV I0 �C _pi 1 REVISIONS: 4x6 53 312x16 3IG BEAM 2-2x6 HDQ4121FMk 6x6 WF �^ r ` 'R w/EPCM DATE: 1130.11 • 1 UPPER FLOOR FRAMING / MAIN FLOOR 5—EAR LL4LL FLAN SCALE: 1/411 = 11-0II 51.2 SCALE: 1/4"=1'-0" DRAIJN: I .L. JO5 NO: LEN-1-1-119 r 0 ORIGINAL SHEET SIZE: 24x36 - - - L---?-- —4,.....- --_-- - -