|
NE4 PLYWD ROOF DECKING
<br /> 240W5 IOd AT b"oc NAILS
<br /> LFRAMIN&NOTE: AT DEL RIM
<br /> SIMPSON"5T2215"STRAP AT
<br /> • RIM RAFTER AND/OR 4xb PEW DBL RAFTER ABOVEOU5 HEADER SPLICE JOINT$. EXTERIOR WALL
<br /> AILS B,C,E)
<br /> ROOF INSULATION ° ESG DESIGN
<br /> PER CONTRACTOR
<br /> (LN-VENTED ASSEMBLY)
<br /> = N
<br /> irl ggg Z
<br /> NEW FLAT ROOF RAFTERS
<br /> 2x8 HF#2 AT 24"oc 6�
<br /> _ � s
<br /> WHERE DBL IM RAFTER
<br /> EXTERIOR WALL,PROVIDE �' ROOF FRAMING NOTES 3 ppp
<br /> 51MPSON"LTP4'CLIPS AT (E)GLULAM ROOF PURLINS I. SEE GENERAL NOTES 5-1 FOR TYPICAL SPECIFICATIONS. ? k'
<br /> 24"oc 2. SEE 5-2 FOR TYPICAL FRAMING DETAILS. c
<br /> (FJ WINDOW GLAZING A 3. REFER TO ARCHT DRANINGS FOR ALL PLAN DIMENSIONS.
<br /> 4. TYPICAL ROOF SHEATHING TO BE Y2'COX PLYWD/OSB.ORIENT SHEETS PERPENDICULAR TO FRAMING It STAGGER END JOINTS.
<br /> TYPICAL INTERIOR WALL HEADER TO BE MINIMUM 46 UNO. rc
<br /> C/"y 6. ALL BEAM/POST CONNECTIONS TO HAVE METAL BRACKET TIES. m
<br /> ROOF FRAMING CJ.EC 1 ON � 7. CONTRACTOR TO PROVIDE MINIMUM ROOF INSULATION OF R-38.
<br /> B e S. CONTRACTOR TO COORDINATE MINIMUM 1/4":12"ROOF SLOPE WITH ROOFER.
<br /> SCALEI 3/4"•1'-0" N 9. ALL PERIMETER ROOF BOUNDARY FRAMING MEMBERS SHALL BE STRUCTURALLY CONTINUOUS.
<br /> ro PROVIDE SIMPSON"5T2215"HORIZONTAL STRAP AT ALL BOUNDARY MEMBER SPLICE JOINT$,
<br /> EXISTING 3-1/8"x 7-1/4"GLULAM 10. PROVIDE 2x BLOCKING STWN NEW ROOF RAFTERS PER GENERAL NOTES,5-1.
<br /> 'o ROOF PURLINS-TO REMAIN 11. ALL PROJECT NAILING CONNECTIONS SHALL BE PER IRC TABLE R602.3(1),UNLE55 NOTED OTHERWISE.
<br /> NEW 2x4 OU'fLOOKER4 AT 24"oc TYP.
<br /> FRAME TO CROSS-RAFTER w/
<br /> SIMPSON"LUS24'HANGER OR 5IM
<br /> NEW 4xb CONTINUOUS HEADER A
<br /> ABOVE EXTERIOR WALL NEW CRO55-RAFTER o
<br /> IOd AT 4"oc NAILS, ABOVE(E)&LB s/vnov
<br /> PLYWD TO 2x4
<br /> BLOCKING,TYP SIMPSON'l UbZ"CLIP, NEW FLAT ROOF RAFTERS NEW FLAT ROOF RAFTERS
<br /> SIMPSON"H2.5A" CRO55 RAFTER TO PURLIN - B 2x8 HF#2 AT 24 2x8 HF#2 AT 24"oc
<br /> "oc
<br /> CLIP OUTLKR TO AT 48'oc,TYP o B W
<br /> HEADER,TYP
<br /> Q
<br /> ROOF PURLIN z
<br /> ROOF PURLIN BEARING LINE D
<br /> BEARING LINE $
<br /> v Q u-
<br /> Ku_
<br /> WHERE HEADER - O
<br /> SHEATHED EXTERIOR MES ABOVE NEW 2x8 ROOF � :V
<br /> RAFTERS PER PLAN
<br /> WALL,PROVIDE -_ Q'
<br /> SIMPSON"LTP4"CLIPS -
<br /> AT 24'oc TYP (E)6LULAM ROOF PURLINS
<br /> (E)WINDOW GLAZING go '
<br /> n
<br /> ' ROOF PURLIN
<br /> N t;
<br /> C ROOF FRAMING SECTION = i i a'e j i,i BEARING LINE _
<br /> SCALE, 3/4" 1'-0"
<br /> � e9
<br /> Lu
<br /> NEW 2x8 BLOCKING i ' o Q
<br /> AT EXTERIOR WALL in Z ' I I= 60
<br /> w/IOd AT 4"oc NAILING — N n
<br /> 10
<br /> yy ILJ 2
<br /> NEW 2x8 ROOF
<br /> RAFTERS PER PLAN
<br /> EXTEND FOR OVERHANG m 4 I i Z W ; m fog W
<br /> 2x BLOCKING AT 8-FT
<br /> INTERVALS ALONG NEW i I i �/ W
<br /> RAFTER SPANS t AT EA END - I ' cr-yl _
<br /> I �
<br /> b
<br /> TABLE R 0g.3(11
<br /> SIMPSON°LTP4" Y ' 1 ? FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
<br /> RAN
<br /> CLIPS AT 24"oc WHERE RAFTER BEAR5 ON(Fa i DE9CR®iIOX OF BBItLIHO ELEMENTS TMEOF eFAcluB of FABTEUEBe
<br /> 5LK6 TO EXTERIOR 6LB PURLIN,FASTEN w/(3)bd Rom
<br /> WALL TOP PLATE, TOENAILS PER IRG R602.SN tv I I H 1 Blocking haw«njOiaMmMBas to top plett,t«nill 3-ea(2'/,"x o.t13") —
<br /> TYP � I 1 I � _ ngJouu to late.toe nail 3- —2 Ceili p
<br /> (FJ6LULAMROOFPURLINS — ; i I� = J Cellinfaze'ntwi lertuhedmparellel tetra,lees ova pW- 3-101 — n
<br /> (Pa EXTERIOR WALL m i i a cons 6e ro mrra,f an.um l'/,°xz9 apse sage strap 3-10d(3"x0.1281
<br /> I 5 Ra orroofuess m plN,to a 31 m3-IWNwrnm/on nWlss)2toenails On one side end1 toe nwl on J
<br /> D ROOF FRAMING SECTION I 3"z0.148y °ridemeach rcOer Ory sd L.oppOri jv`
<br /> SCALE: 3/4" • '-0" — g I _ 6 R.C,,ftm Wndp.volley or hipnfteo:taoeil face ail 3.6d
<br /> I I 3-I6d(3'/,"x 0.I351 ^/
<br /> "T in p-,N-term lod(J"x 0.128') 24"o.c. l.V Z
<br /> 7 Built-u d f rr In�
<br /> ' 8 Abutdng studs u interuming wWlc m.fue nail 16d(3W.0.135') 12"..c.
<br /> i g' ■ 9 Built-up header,two Pines wilt'/,"R,u 16d(3'/,^x0.135y 16"O.c.Wangeuh edge W
<br /> 10 clminued header,two pieces 16d(3'/,"x0.135y 16"o.c.slang cull edge Q W
<br /> NEW PLYWD ROOF DECKIN6 — 11 conanaaaheedato atoa,me nen 44da'/,"xO.113y — (L
<br /> 2-ROWS IOd AT b"OL NAILS ; I 12 Doublestuds,M-11 10d(3"x0.128y 24"a.c. C)
<br /> AT DEL RIM "' I ; I "' 13 Double t oppl—.facenall lOd(3"x0.128') 2A"oc. a W J N
<br /> Double mp platen,minimum Z4--inch offsa of mdj0iou, D2 A ,q�
<br /> _ ■' 14 B-16d(3'/,"x 0.135y IL..I K I; face nWl in laPoed ergo — (;1 Z xr�//�� �
<br /> EX EXTERIOR WAIL RAFTER�� _= ' I ; I� t 15 Sole plate mjoisl orblocking,fO wl 16d(3'/,"x0.135'7 16"o.c. � V coY--1
<br /> 16 Sok glue mjoin orblocking Mbrued will panels 3.16d(3'/,"x 0.133y 16"a.c. V O
<br /> ROOF INSULATION m G n smdmamepmW,me nill or La W 0
<br /> PER GONTR4GTOR
<br /> ' is Top or sole plate to enW,eM nut 24W(314"x 0.13511 —
<br /> NN-VENTED ASSEMBLY) L _ 19 Top phma.laps mass-aw inwnm6mM,fete naR 2-10d(3"x OA28')
<br /> 20 t"bruet0 euh scud end plate,tea nail 2-Bd(1'/,"z 0.l lay —
<br /> 2 euples Is/."
<br /> G 21 1^xV,h,e mgmeachbm,g.fueneil 2-g,,;,'P;,;°, , - DATE:
<br /> 22 1"x 8`ahmNing to each bearing,fue nWl 2-ed(2'/,"x O.I!V)
<br /> t —
<br /> 3 caple " r`1 i`3
<br /> 23 Widathml"z8"sheetldOgmeachbuan8,faceDail 3.8d(2'/,^z0.113') — 3/12/2022
<br /> 4 ampler Isl,"
<br /> WHERE DEL RIM Rorer
<br /> RAFTER FRAMES 16'-3° T-8' Id-41/2' 2'-8' 13'-31/2' 24 Join msillorgirdm,toenail 3-8d(2'/,'z0.113') SHEET SIZE:
<br /> ABOVE SHEATHED 25 RimJWu tO top plat,menail(roofapplicai0nselso) Sd(2'/,'x 0.113') 6"O..
<br /> EXTERIOR WALL, (E)GLULAM ROOF PURLINS 26 Rimjwstmblakinprosill plu,[a nail 8d(2W.0.1131 6"o.e.
<br /> PROVIDE SIMP50N 2-ea(2'/,"xo.113y
<br /> "LTP4"CLIPS AT 27 1"x6"auMoOrmkse to eachjoim fice nwl 2suplaslr/," _ 24"x 3G"
<br /> 24"oc TYP lFU WINDOW GLAZING 28 2^"ubflw,wjoislor itdmbgndmdfeaaul 24
<br /> 29 Vp1mks(plmk&bcem-flOm&r000 2-1 I fVRANljN&Nil each lys30 Built-up gimere and beams,Limhlumbv leyen l0d(3"x O.128y top end bmtom andnROOF FRAMING SECTION ROOF FRAMING PLAN - STRUCTURAL UPGRADE5 T-91,umd'mdal emhPE=
<br /> F SCALE: 3/4" = I'-0° 31 Wga,w1pmppONingJimsor fo 3-16d(3'4,x0.135y Ut.Ateachj.0 e.er I/4" = I'-0" REVIEWED FOR PERMIT
<br />
|