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Jr1111 , ' , <br /> -._ <br /> Y <br /> -NN ,,-6 „e.,,v <br /> Ir ) - <br /> 1;17:- 41..", <br /> .. .. ,,,_ <br /> C, <br /> N <br /> F <br /> ROOF FRAMING NOTES: >- N o <br /> 1. VERIFY ALL EXIS1ING CONDITIONS PRIOR TO FABRICATION & CONSTRUCTION o <br /> 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS Q N O <br /> 3. ROOF FRAMING SHALL BE MANUFACTURED 16"560 Ti 024"0.C. TRUSSE. ROOF = ono -� <br /> at <br /> SHEATHING THICKNESS AND NAILING SHALL BE 1/2" W/8d®12"O.C. ALL FIELD SUPPORTS °' <br /> ,8dC6"0.C, ALL PANEL EDGES, AND 8016"0.0 ALL PANEL BOUNDARIES UNLESS NOTED Q <br /> OTHERW/SE.DIAPHRAGM SCHEDULE IS SPECIFIED ON PLAN S2 . >-' <br /> 4. SEE GENERAL STRUCTURAL NOTES FOR ROOF LOADING CONDITIONS _ a <br /> 5 ALL HEADERS SHALL BE 4X1ODF#2, UNLESS NOTED OTHERWISE •0_ m° <br /> 6. ALL BEAMS SHALL BE 4X1ODF#2 AT 2X4 WALLS AND 6X1ODF#2 AT 2X6 WALLS, "0 m <br /> UNLESS NOTED OTHERWISE. <br /> 7 ALL BEAMS AND HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) TRIM AND (I) cd <br /> a- ?� <br /> (1) KING STUD, UNLESS NOTED OTHERWISE. ALL BEAMS AND HEADERS OVER 5'-0"IN _C <br /> LENGTH ARE TO BE SUPPORTED BY MINIMUM OF (2) TRIM AND (2) KING STUDS. 0 N <br /> < C <br /> N <br /> R02- 4X10DF#2 < R01- 4X12DF#2 TOP PLATE 10-O' N <br /> I ROOF VENTILATION CALCULATION <br /> i ROOF AREA 745sqF <br /> -- ---- _ 1 ---- r 7- - `-- —`�� VENTILATION REQUIRED 745sqFx144sqINCH/150=715sqINCH <br /> '1- li AI 73'LINEAL FT of EAVES VENTING © 6.28sqINCH /LF=458.44sqINCH <br /> cc 1 <br /> ® (2) 2" dia.HOLES PER BLOCK. <br /> 35' LINEAL FT of EAVES CONT.VENTING (4) 6.28sgINCH /LF=219.8sqINCH II <br /> TOTAL 678.24 <br /> i • ) <br /> 2 I B L�l <br /> 1� „�, A09 ,1'F' C) N <br /> ,-.-I ,uo 0 00 <br /> OC 1 n O <br /> z ) <br /> Q <br /> _1 < <br /> I <br /> DECK BELOW J <br /> { LY 0 <br /> B - .- J A w = i— <br /> A09 �) I r1 Y I— <br /> r V S3 < <br /> V 6 I M co <br /> S3 LJ <br /> III I <br /> It C <br /> 5 (r)II <br /> I I I <br /> R02- 4X10DF 2 S,j} R02- 4X10DF12 <br /> II <br /> —�R02- 4X1ODF//2 <br /> 0 0 <br /> AS > TOP PLATE 12'-0" D.S <br /> 16'560TM ®24"O.C. <br /> ROOF BEA/lii SCHEOIJL E z 0) <br /> A- iIEiIBER BSI S/ZE SPEC/ES CONNECTION COAIiG/ENTS Q <br /> A09 N <br /> J CO <br /> RO1 4 X 12 DF,¢/2 — HEADER 0- N <br /> RO2 4 X 10 DF72 — HEADER <br /> LL O <br /> RO3 4 X 10 DF/2 — HEADER <br /> RO4 4 X 10 DFf2 — HEADER <br /> W <br /> 1- <br /> ECEINEE <br /> O Q <br /> R0 <br /> FEB 12 2020 1-j <br /> CITY OF EVERETT <br /> Permit Services <br /> RIELA Ti <br /> ' was g ti y f <br /> ��O 4 -2' <br /> *•, <br />, - 'OP' 11 <br /> 7.If� . 2019-21 -ADU <br /> 1.,��5GI'w4.,cc �/ c city review <br /> I -640 �11 20 19 <br /> o � � <br /> EXPIRES: 07-07-20 <br /> _ = ROOF PLAN <br /> -- - . <br /> ""1114""�u�"""f""' 4- scale 1 /4" = 1 ' O" CITY OF EVERETT A07 <br /> REVIEWED FOR PERMIT <br />