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Yll. <br /> W <br /> Q SI <br /> rnl <br /> r <br /> u <br /> a <br /> m m <br /> 1 <br /> it _..._� _ _ .. � ^•y On, <br /> 1 a <br /> lC <br /> I it t y i I n <br /> I <br /> � II II I C7 <br /> O a 1 <br /> z <br /> � - <br /> 1 r f I <br /> Q. u 2 <br /> 1 z � <br /> aryl _@ 12"L s <br /> I i � @ 12"or. <br /> 2 <br /> I <br /> Y <br /> rUivlb --TYP(SEE A6 FOR <br /> 'LIIIVIBIIvG 1,OF DIMENSIONS) <br /> I FRAMING <br /> FLOOR AM NG PLAN NOTES: <br /> II -` 'ICI Sh th ng shall be s.thick SG(Panel Span Rat nq 4d,241 vi Un long tl m perpendicular- to st pports,G ue Sheathing <br /> y I 1.all Frarnrng Members and Blockinq below wih adhesive co nfor,,rag to A.P.A.Specifcation AFG-01.Faslen Sheathing to <br /> �1 <br /> I II <br /> --- Framin with 0.1310 x 2Y"Nails or Sim son WSV Vigx s..r ws s f <br /> }6 � _ 9 _ P ZY" e a nllows: ('� <br /> y a Frrin ,Edgesu- <br /> , 1 -HDR, I. F ammg LLJ <br /> Field 10 oc J.,e rl - 9 SgUt5 694 <br /> Boundaries Blockin <br /> LL <br /> ro HI areas r d' t U BI kad 0'pl gm,pr -tl 2 Flat- <br /> Edge., 'General Strucural No esl at U Sheath rag Pa � <br /> LU52101YP UN "' '" nal W <br /> 31S06.TYP - -_ 1 -_ IPson WSV Cgx2Y sve -(allows: <br /> �i' y IP 1 all Unws as rr,'n <br /> a Fast h th gt Fram rag and Bb k gwth 0.' I O 2Y Nals orSm V <br /> F nl g Edges 4 ac 2 <br /> I Fran ing Field 10 oc •1� <br /> S06 Boundaries,81ock g Struts 4-cc <br /> See Dravi rag f otter Sheatl'g N T y req,,,han hts <br /> : <br /> b I 6 rn <br /> a e'al••"trut lurel Notes for ether r I N SO6 2. Floor F am,y shall be asindicate, pie n,k f t G � equ rerrrents. 1 <br /> ROOF FRAMING PLAN NOTES O Q <br /> 3. Roof Sheatl'g h 11 be/„thck(Panel Span Rating 24/16j.Faslen Sheathng to Fram rag with G 1 V0Ix 24 Na Is es follows. <br /> (Framing Edges 6 oc F- <br /> Fram rag Field 12 oc > <br /> +s ? bund.nes,Blocking.Shuts 6"oc Q W <br /> III. III ICI At Unframed Panel Edges provide G m PS Fr.nn 9 Clips cen ,ed lial—an each Framing Membe,Sea Drawings fw other J <br /> So_ __-Sp_._- Sheathing Na'1'ng requiremants. <br /> ,�rlte 1 2x12(F) W <br /> At areas Intlicatatl as Blocked Diaphragm,provrtla 2.Flat Blocicny(r,zr General Structural Notes)at all Unframed Sheatl rrn Panel <br /> ... I III ' <br /> a <br /> n.S16x3 D - � i Edges.Faslen Sheathing to Frarnrng and Blocking with U.13?"0 x�'Nails as follows. Q_ Z <br /> PLATE TO PLATE I I Cr1— - CSi6x10'-0"LAP LOWER 9 <br /> o 12OFP D I. LUC2�7 TTAG BTO FLAT 2x4 Framin Field s 12 oc <br /> - A7L" . STuos a ga _ <br /> 1 l PLATE VA AND <br /> T eountlaries Blocking,Struts 4 oc <br /> Se'Orawu for other She tf,ng Nailing requ emenls <br /> 0 s Pool Framing shall I VryI ICI O <br /> IYF� ISlfuC ur N I— <br /> .a u- 1 io ALL <br /> SHOWN OR SPECIFIED 5. T tries marked Struut shall be des gnaelpan.to a c.mm.ale the nbicaled loadla and connect.na. w <br /> J <br /> I lr - - .� n� �1 O8 <br /> rw TO REMAIN UNCHANGED .sled down ro ma r framm below w/2x4'ad"oc 24'oc p q L.! stagge ed. �+dsoclec Uythe b. O ,g Members shall be 214 qLU <br /> (2)2x12 Fl Trdl M f-un.. > <br /> �\ <br /> v CO O N / Provxle s,,lid Flat Blocking at all Vallay5 Fasten Sheathing•o Blocking n accordance v th Note 3. \J W <br /> 3 LL <br /> 1' .NER - 8. Provide H2.5A Clip each sIds or TLOK6 Sazw each ply at-,-ply or greater Girder Truss ends Kip. <br /> O <br /> _� uND 3 rt 6 WALL FRAMING PLAN NOTES' _ 0 <br /> N .T 8 ERe ri or�t a lllls�ljia Shear Wa11 t 1 Pt-0 w m zxb studs 1"0c.u.0.n. � V t <br /> ' S08 A36 CLIP-GU8 y e j — <br /> J` WALL SHTG CONT. interior Walls shall be 2x4 Studs L I6 pe u.a n. <br /> Lp D - ' O \ ,I TO EDGE JOIST THRU CORNER Where adjacent Shear walls are,contact nail studs to tl vmw.sae vsos for xpecr I sru. <br /> M } I <br /> � �nNCF2Sr <br /> types Pi 3 P I and P2 2 g n P equirements al Shear Wall Z <br /> i P72 6Yx12 GLB F '.. O <br /> <6 RIM(F) x', 22 10, Headers shall b a 4x6 u,o n See Derail 131806 a er r' <br /> -- HIP MASTER k6 ^ F- <br /> CANT _— m Bu'It up Stud G ps'n Walls supportny Be a,Posts or G roar Trusses aUove shall be(2)Slutls u.�.n.See General St't aural <br /> Pi-� (_-_F..-.� n,,rv. I. ,. - N .max-. Y Notes for fasten'1g requ rernants. <br /> a PER UB U <br /> 731S07 V-/ CS16x48" Q 12. See 10/S06 for Simpson to USP hardware conversion table. LL <br /> jH=4'-0') PER 17IS08 it - - Of <br /> D <br /> i <br /> (2)2x6 LEGEND <br /> LOW ROOF <br /> 2x4 SHTG LEDGER <br /> W/(2)12d EA STUD TRUSSES @ 24"oc XX DETAIL CALL-O(_T <br /> SX.X <br /> [PiX SHEAR WALL BELOW PER SCHEDUI-E OF /S06 <br /> to <br /> EXTENDED FRONT PORCH OPTION-ELEV.'D' inn <br /> I- BEARING OR SHEAR WALL BELOW do <br /> BEARING OR SHEAR WALL ABOVE d I <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) I�Ii <br /> QW <br /> oI <br /> POST BELOW _ <br /> PT.LD. BLOCK THRU FLOOR FOR POSTABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 6 16 E',04D(M) <br /> i <br />