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N T. <br /> W f� <br /> z <br /> u� <br /> a <br /> ' I�xi <br /> x= <br /> c� <br /> M� <br /> r. <br /> 1 <br /> soe <br /> 1 <br /> IGJUS l l•i� C'..'i I 11 W j <br /> FOF 4t 1I bin iJ �L <br /> C flVl SI !SI <br /> AA& <br /> soa <br /> soa 1Io, x C.f <br /> 40 <br /> I41�11� <br /> FI �i\ 2 <br /> N FLOOR FRAMING PLAN NOTES. <br /> O CS16X6'-0"LAP LOWER 1. FloorS a In 171�e' k BG�anah`Spen lietih 48124)wilhlon tlmenson pal dc,lar to su <br /> TOP PLATE T-4"AND to all Framm Members and Blockin below with adhasrva conlonr to A.P.A.S pan 01.Fasten Sheathing Sheathing <br /> I� p y g g peci(icelion AFG- <br /> L� 0 ATTACH TO FLAT 2x4 Framing with 0.131"0 x 2Y"Nails or Simpson WSV N9x2 z"screws as lollows. �1 <br /> BLKG BTWN STUDS Framing,Etlges _6"oc w <br /> LLO 2Frammg Field co�J LU <br /> u:n:, , Blocking Struts 6 oc LL <br /> — Edges. able heathhing to Fram ngaand Blocking with Block ng(per General Structural Nula51 at all U ivametl Shaalhing Panel �LIr.�I <br /> 9e Framio Fied , <br /> u' ���� �� xb � - u � Boundaries,blockingp,SWta o4"oc-�1310x2Y rva is or Simpson w6v R9x2Y.screws as folluwa z Ll <br /> a Pt-0) I 1-'1- F' Framing,Edges 4"oc <br /> •r_0 j, I a_ See Urawings for other Sheathing Nailing ng'squ rements. l� <br /> Zv z <br /> I <br /> Fluor Fray II be ae and Gated on I Refe'to General S 1 I Notes for outer re Z p� 2 sung sta pan requirements. <br /> to O <br /> II ROOF FRAMING PLAN NOTES <br /> 3. �T`Sheathing shall be iy Ih'ck( I Span Ral ng 24/161.Fasten Sheath ng ramilig with 0.131'0 x 'Nails as/olows: <br /> II Framiny E tlges 6 oc z <br /> Framing Field 12 oc > <br /> O ` 4 I 'I (II �--O,x_ 6 Bounder es Blocking Struts hoc z W <br /> Q�Vi-6 I S06 1 - q �N�p S08 At Unframed Panel Edges prov de PSCA I'mm ng Clp.centered belwaan each Framing Membe,.Sae Draw cgs Ipr other J <br /> U516x3'-0" ,fit, I� CS16x6'-0"LAP LOWER Sl .thing N 1 g q .manta _j <br /> PLATE TO LA <br /> TOP TOP PLATE 1'-4"AND <br /> ATTACH TO FLAT 2X4 AI'eas t d as Blocked Daphragm provide 2x Flat Blocking IUar General Structural Notes)at all Unframed Sheathing Panel J m <br /> BLKG BTWN STUDS Edges.Fasten Sheathing to Framing and Bbck',g with 0 131 0 x 2Y2 Nails as follows. <br /> lull 60/10 Framing Edges 4'oc <br /> �I 'Ij 13 11 Frammg,Field 12'oc <br /> Ii SOS S09 ALL FRAMING OR HARDWARE lBopmIlitees,Blacklny Struts 4"0c <br /> III LL MONO NOT SHOWN OR SPECIFIED See Draw g f m Sheathing N Tng raga remems. <br /> TRUSSES TO REMAIN UNCHANGED rat Sl uaoral Note.. <br /> ry m� __ 4 Roof Framing shall be as indicated on plan.Rafe,to Ge" <br /> @ 24"oc W <br /> H5. Trusses marked Svm shall be designed to accommodate the indicated loads antl connections. <br /> I'll III HTS30C '�qr.� Z <br /> I'I 6. Gvedram, Members shall be 2x4 d)24"oc posted down o la li ini <br /> IE BEAM 9 L P I a 'ng below w11x4 Q 48 oc staggered or as'ndreatetl by the w <br /> Truss Manufacturer. <br /> I-IUd -� 0 PLATE m ATTACH LOW < W <br /> I' I 'i I ROOF TO BEAM 0 7. Provide solrtl Flat Blocking at all Valleys.Fasten Sheathing to Black ng in accordance with Note 3. O <br /> IUE "O PER 11lS08 SIM �' LL <br /> u= II t ti+ ti 3 <br /> 6 Provde H25A Clip each sole or TLOK65crew each ply a[2 ply or greater Gilder Trusa ends,typ. O O <br /> jo— <br /> 2x6WALL FRAMING PLAN NOTES (n`/Intel,.,W llssh.11be 2x4 S tl Q 16 u d n �— a __ 1 __,.1 t�,i (2)2x6 ! -- COMMON TRUSS ncontact.na I studs s pa 3rS06.Sae VS06 to ap cal stud q emani.at Shear Wall <br /> Where edj' tSI a Wnll to elh -- r e re u r lr.... 4�PEII-'2 types Pt 3 P1 2 d P2-e. 1 1 1O <br /> _ W �`.� 1 L�l MONO 11 COMMON TRUSS (2)2x6 W/ to Headers-I II b a fi S O t it 131506 <br /> TRUSSES S09 HUC26-2 < U <br /> 24"oc TO POST 11 Bu It-up St d G ipport ng Beams Posts or l;rder T asses above shall be 121 Suds u o, See General Structural <br /> @ z)zxs w! ps w u(2)2x6 Notes for faasmingrequirements. M C) <br /> HUC26-2 � <br /> TO POST GABLE END TRUSS 12 See 10/SU6 for Simpson to USP hamware mn�a�sicn tableLi <br /> (-12X6` (RIGHT SIDE ONLY <br /> HUC2u-:. EXTEND FULL LENGTH <br /> SI SHTG LEDGER <br /> TO PG � <br /> OF SHEAR WALL) PER 13508 16 <br /> sea LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' xX DETAIL CAL.... <br /> sx.x ----.._. <br /> JLE of vsos <br /> [P]1(] SHEAR WALL BEW W PER SL'HEtl. 5� <br /> m <br /> I I BEARING OR SHEAR WALL BELOW toF <br /> _ ca <br /> GEARING OR SHEAR WALLMOC` a <br /> �V/ 0170M OF FRAMING, ,u N <br /> (F) FLUSH FRAMED(BOTTOM FW SI- <br /> V] N <br /> POST BELOW <br /> PT.LD, BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 <br /> 4 6 16 SO4B(M) <br /> ^� <br />