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Home My WebLink AboutTRUSS PLACEMENT PLANTRUSS PLACEMENT PLAN it J7 J7 J7 J5 J3 J1 J1 it DETAIL Iri J3 r, d y a J3 H J5 h J5 DO C6 —�____ —.__ __---_ a a a a a ¢ a a m a a a — C5 II 20 ,• _ m _ III; ' N V12 ',' ® / //. ,' /',',• I' : 1'-4' .:I 3'-( i LILT /' 2 '-4" vAU TED C / 7 7- c� G/ _ a\ a \ a`a VS\\ 6'-6" \ \ \ \ \ s \ 12 -- — V1 \ m m \ HV2 \ II - o♦ I . \77 H24\ n J5 "GE" HELD IN J3 "A" SERIERS TRUSS HELD BACK 2-j" Jt 13� J7T VT J7 C C2 C3 J5 NOTES: 1)COFFER CEILING ALL WALLS SHOWN ON 1kIS LAYOUT - ARE TO BE LOAD KARING. IN MASTER BEDROOM ALL CLGS. ARE FLAT O IM FITS U.Q.N. , NOT PER PLANS TO INSURE : : • RAISED CEILING : : JI 8''�" STRUCTURAL :AREA.: INTEGRITY. 2)WALL AT M.B.C\\�` AND NOOK ARE gr—p,r PER FLOOR PLAN WHICH DIFFERS FROM FRAMING PLAN. 3)THIS PLACEMENT APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS r 1O —O" PLAN MUST BE SQUARE CUT OVERHANG DA RD HEIGHT REVIEWED CAREFULLY TO 50P PONON-STUND LOADINGDARD 12 TRUSS TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS INSURE INTENDED 6 DESIGN IS ACHIEVED.. SQUARE CUT OVERHANG NON-STANDARD HEEL HEIGHT 50 POUND LOADING 53 12 12 3 I— 6 F- ❑ r 8., 6" ❑ BRG. 541, U.O.N. 1'-6" 8„ TRUSS END DETAIL "A" u.o.N. BRG. TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) r (IJs e HUS26 0 HUS26 © HGUS26-2 © THDH26-2 O HGUS28-2 O THDH28-2 HHUS46 ®THD46 SUR/L26 (D SKH26RA ulU) NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE; 1) AUTHORIZATION FOR FABRICATION. ,uANNF l 2) VERIFICATION SSES DIMENSIONS, MADECONDITIONS, BY STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. ,mil Lucie COUftly 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, C7 INSTALLING h BRACING METAL PLATE. CONNECTED WOOD TRUSSES" (TPI). mC'� F^y 4) NO BACK CHARGES OR CRANE CHARGES OF ANY t ft KIND WILL BE ACCEPTED UNLESS SPECIFICALLY 0 �•�'�Aj,re_4 AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. m T r 'I�"4.C.'+�S Q' N FA " 5i n SIGNED 'b m. _.._. .. ....._.._. . W tn Pit N to -go �1 DATE a 0 'id All spacing Is 24" O.C, except as noted. eD 4 All walls shown are bearing, except as noted. v Q p• All valleys calculated with sheathing under. S.9 10�0 Number of girder plies to be determined by engineering. rf� DO NOT qR OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OMCE. C sry++ Oxl Labeling trusses Is a service, not a requhmml Engineered drawings supercede labeling of trusses, ItIs the responsibility v ` of the builder to utilize engineered drawings when erecting busses WARNING `j v¢enox eseaN Is xor nc sysomseun a rsas sEsam. nAn: wNAfACeHw, xa Tsuss r,rrATaE Fwszrs zraaRc Tsusas x¢ cwrmm ro sTnl ;�1 ,� rmcssaut ww¢ .nronc uecnw eaam weer a uvrs n[w.gm to emiTla Tarlac No Desraew suwlc rrwcmA A•O DTalxwrrT Ruvw sera 0 6 s e iw r¢aamo s rEcslc AeRrcxearrs. o TFUv :WAL ATE mspnNrr i m ' �a wa IRamo�mrs a xNprq rmww; s Plwlc aD/1 III A axcrno y som TlNsss w1y Tams Auer M a Dernn ro rAarom n A smvan uo D m I�ee Rules Paalnx wei2 xo AiATNq a ,owm sewcar ro all Tro cIKl ally e- w el I L �,�r ^l ME III As SPE6F0 all IreI ss DESIGN.t z m 5 �„•.. Re ! e W C r'p1/`( fie �/ Q'o' r suu sE xuam erm rsAmuae we amla EaFcnm m r'errwr fmo . 1y 7� \J Y IAS S Z 2Y CiN. TRUSS COMPANY SUPPLIES ONLY '(RUSS TO TRUSS CONNECTIONS. m 0 z ! (� TRUSS COMPANY YOU. SUPPLY All TRUSS TO TRUSS HARDWARE <_ o z a - \ l"rC o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS FOR ALL z z .a 3. P yt ` REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO ry /�, ! b7 r7-a HANGER IS SUPPLIED. M M v a / I CONTRACTOR SHOMD CHECK ALL REACIIRIS FOR PROPER CONNEC (IONS O0=0 wm- R -i m mO )) p ASCE7-10 WIND and GtAWTY CRITERIA Ere m N b ! r E:wowre Catagay : C Bldg Cotepmy : 2 tlAld Dpigl Velocity :��]j(�T YPH 0 p 0 m0 1 ha Fates : 1.0D WM lase Dwtlon Fala : 1-M Meal Rod Height : I J fl. IN y'N \\\�\F \,1 9 MMBDl1Y9M 1'i00NIaNS IgMYR Rdd99 MI-Ilm Iv1 L3tF of the dlaen al slow w)fit area ion. mt part �L of the balldlg and Show trans location. Qom; I Iy _ Proper eroclim, lanpaory and pwm ei 4:brgdng design �1� 111 _ are 'he roryrmability of the bull , I;.43'e"r a his millner. s� TRUSS (772) 481-416C L �, I;,,, {. -,T - Lateral bracing shown m the tndid Mti9i',dTawMgs CIDWA�NT��Myp� INC 'mod. /t` most be piacml during ills ffmtion procedure' fang- H *we ' \� y / T590 N. I(igv x way fart PIeraA Fl 31951 File CopyE DLK:77 J A\ ADDRESS , 5807 R. _ 5807 SPRUCI DR.