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0 <br /> wy <br /> ss <br /> 30 <br /> o 21, <br /> �n E G2 <br /> �l u <br /> U _ <br /> 0. J <br /> 0~ <br /> q �m <br /> a <br /> q n <br /> �SCt✓ 13 NON <br /> rr' —CS16x3'-0"- <br /> 1 n EAM TO PLATE V;x13Yz GLB(DROPPED) <br /> I � I- <br /> �I HDR <br /> I � <br /> e 6 1 0 <br /> 9g <br /> S66 m W . <br /> SO _ HOR2.HTS30C- �fd <br /> f ... P1-6 <br /> — BEAM TO PLATE <br /> •I I <br /> 3)a12 GL'(F) 4x8 7 z <br /> sod <br /> T�y <br /> o i c <br /> o�. <br /> x. <br /> @ 16"G <br /> ADJUST SPACING AS HL 1'U 2 <br /> 1�� TYP.LINO <br /> L FOR PLUMBING,I (SEE S08 <br /> A6 FOR PLUMBING L ROI' FLOOR FRAMING PLAN NOTES <br /> DIMENSIONSi 1. Floor Sheathing shall be Fir thick T&G Panels an g <br /> Rahn 48)2a)with l <br /> to all Framing Members d Blocking below w th adhesive t -g t A P A.Spe�ralmo AFG-01lo Sheathing <br /> �healhin o atlting <br /> 1'--1 _ 1 I Ili FramingwM01310x2y Nails or Simpson WSV pgx2X screws as follows �1 <br /> 2x12 HF#2 Framing,Edges 6"oc //yyam� LL <br /> oe Framing Field W W <br /> 'IL Boundaries,Blocking,SIll 1 J <br /> ( 3 At arees'nd catad as Blocked Diaphragm provide 2x Flat Blacking(per General Structural Notes)at all Unframed Sheathing tg Panel I••L� W <br /> r1'ti+ SOB Edges.Fasten Sheathing to Framing and Blocking with 0.131 DJ x 2Y"Nails or Simpson WSV#9x2 i screws as follows: T Ur <br /> DBL JOI (F) Frammg Fe9ds 1o"oc i_ a <br /> ' II - Boundanes,Blocking,Struts 4'oc <br /> See D In s for other Sheathing Nailing <br /> ,1r �I I raw g e twig grequirements <br /> T_ - I�' -"I'i l_ !J 2. Floor Framing shall be as indicara on plan-Refer to Genarai Structural Notes for other requirements. z t <br /> ROOF FRAMING PLAN NOTES: ) g taming with O.t31"Ox z'Nails as follows: O z <br /> N 3, ROg gVtloq shell be,t Ikk(find 9p9n Rating?'n6.Fa en sneathm fq 0 <br /> SO6 b Framing,Edges 6'oc Q <br /> a0 Framing,Field 12'oc <br /> v Boundanes Blocking Struts 6'oc W <br /> cantered betwh min Member.5ee Prawin s fa oVtil J' ry+E1 2� At Unframed Panel Edge )en eac Fra <br /> s prov tle PSCA From ng Ckp - 9 <br /> �. ' •� �'E CSi6xg'-0"-LAP LOWER Sheathing Nailing requrements. <br /> I� TOP PLATE T-4"AND LLI <br /> ATTACH TO FLAT 20 At areas indicated as Blocked Diaphragm,pol 2x Flat Bbck ng(per General Sbudural Notes)at all Unframed Sheathing Panel Q <br /> I' i II DBL JOIST(F) BLKG BT WN STUDS Edges.Fasten Sheathing to Framing and Block ng wnh 0131 0 x 7y"Nods as follows. <br /> Framing,Edges 4"oc <br /> +, a Framing Field 12'oc <br /> 508� o-�" Boundaries,Blodgng,SWts 4'oc <br /> / - O See Drawings for other Sheathing Nailing requirements <br /> f --_ t L l�-P, 2 p 4. Roof Framing shall be as indicated on plan.Refer to GOVIIl SwGlurill Notes. <br /> C8IL,�S u -- O <br /> PLATE TO PLATE 5. Trusses marked Suul shall be designed to accommodate the indicated loads and connections. W <br /> �—F <br /> 6, Overfraning Members shall be 2x4 24 oc posted dawn to main framng below w/2x4 @ 48"oc,slaggeretl or as indicated by lha W <br /> g it LL RAMING OR HARDWARE T_Manufacturer <br /> l f F 0�, NOT SHOWN OR SPECIFIED O W <br /> 1, Pnwi TO REMAIN UNCHANGED iae solid Flat Blocking at as Valleys.Fasten SheaMm m Blockin a accordance with Note 3. <br /> 9 9 1 <br /> Provide H2.5A Clip each side or TLOK6 Screw each ply all-ply or greater Girder Truss ends,typ. O O <br /> m m <br /> I <br /> o 6 WALLFRAMING Vall be S NOTES <br /> sype Pl-0 wnh 2x6 tutl @-15 c.u.a.n. <br /> II S08 Interior W Its shall he 2x4 Studs @ IG oc u. <br /> til: I ��6 22 22 �.46 ry}0 ry+b o n U <br /> ry 5yz12GLB 11 b 5yx12GLB `L WbereadscentShearwattsaremtootednailstudst 6 6` z j oge[her par 3/S06.See t/SfM for special stud requirements at Shear Wall <br /> cAh .� _ RIM+/-10'-0" _ _RI - types P1 3 P1 2 and P2-2. Z <br /> I <br /> _ _ M+/10 0' <br /> --- 19: H.aga,.shall be 4x0 ug.n,Sae Detail 13f906 <br /> — — 2x4 SHTG LEDGER Q U <br /> l { 2x4 SHTG LEDGER — -timer rrues�s above shall be R15was.u.a.a Sea General Srrucural WI(2)12tl EA STUD MONO TRUE W/2 12d EA STUD 11 B 7wp St d Groups <br /> rl F 2 + __-;r P7- MONO TRUSS 11 S O Notes for fastening requiremeells msppoM1mg Beams,Posts' Q <br /> PER 6 (2):x W/ (2)2x6 509 - (2)2x6 W/ 1e (Q <br /> 3/so y so6 HUC26-z HUG26-2 MONOTRLss (2)2X6 W/HUC262 12. Sae 1WSW for Simpson to LISP had-tre converson I=1U. <br /> iH-5=6 I TO POST END TRUSS TO POST Of <br /> TO POST — <br /> (2)2x6 Wl HUC26-2 <br /> 16 TO POST - (2)2x6 11 <br /> S09 END TRUSS S09 LEGEND <br /> sos sas <br /> (TOP ONLY AT ENTRY (RIGHT t6 XX SX.X DETAIL tau our <br /> SIDE ONLY) S09 <br /> DOOR,EXTEND FULL a <br /> LENGTH OF EA. 7ULE OF t/SO6 <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHE all <br /> z) <br /> In <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' O BEARING OR SHEAR WALL BELOW r <br /> a <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUS'1 W/BOTTOM OF FRAMING) <br /> W <br /> }' N <br /> ,QSIJ/y' O POST BELOW <br /> PT LD. BLOCK THRU FLOOR FOR POST ABOVE of <br /> HOR HEADER PER PLAN NOTE 10 <br /> 0 i 2 <br /> 4 g 16 SO4A(M) <br />