|
I i 0 Framing Notes
<br /> •
<br /> C. " :7 vE
<br /> O O A-10.3, 9...._ OO O EOM RT
<br /> 6 I. VERIFY ALL WRITTEN DIMENSIONS.
<br /> A-10.3Precision&Grace
<br /> 2. IF ANY QUESTIONS SHOULD ARISE, CALL THE OFFICE BEFORE
<br /> T PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL 2508 Audubon Park Dr SE
<br /> - - I Li
<br /> I O I YOURS. SamwMsI,WA
<br /> 4 I, I LY I - ` 3. REFER TO THE I.AC. PRIOR TO ANY INSTAWVTIJN OF FRAMING 88075.9480
<br /> Ad0.1 I tor I ® 4 12 1 ELEV.18O.00W' MEMBER OR ANY DRILLING,AND CUTTING AT ANY LOCATION. M1t9-399s
<br /> ' I `�q I BEAMS SHALL NOT BE DRILLED. YOUR SHALL BE RESPONSIBLE
<br /> I ' � mp,Aimioo...rI4'•IO3/16" ELEV 278.0000' ZSk/pc ac aevseeFOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TOINCLUDE TOTAL REPLACEMENT COST. THIS APPLIES TO ALL. . TRADES PERSONAL.REFER i0 NOTE 4.
<br /> PUTTI ftt1+1!loopy!.
<br /> .. ' t►1 t.1 J 1 D"7t1 1 ► 1 l/f >��{ I ELEV 276.0000' 4. ANY PERSON TO MODIFY ANY MEMBER OF THE STRIICfURE
<br /> I 1 I BEYOND SPKIFIGTIONS WITHIN THESE PIANS WILL BIOME THE
<br /> tn
<br /> WINDOW HEADER ,I J A 4 K EtEI,77#0000, RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE i0 INCLUDE
<br /> iI I I ( " MODIFICATION NSTAND DAMAGES.
<br /> 8'11/8• I O I O I I O e 1 1,18 28 < ELEV.272.0000' S. ALL FRAMING MEMBERS TO BE INSTALLED SQUARE,PLUMB AND 0
<br /> 7 -1--. I I I - II --_ I■ TIGHT W1THA TOLERANCE OF 1/64`.
<br /> I ��� ( ELEV.270.0000'> 6. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION
<br /> A IJ111 ( =II I I 1� , I UPPER FLOOR SHALL BE SIMPSON OR EQUAL ALL SPECIFIED CONNECTORS AND
<br /> l I O T 1■� �1{n 12 FASTENERS MUST BE INSTALLED PER MANUFACTURES °�
<br /> SUBFLR I'-6' 4 - �I■1 Imummio _. .___._ .9\. �I�v 16, I 4 < ELEV.268.0000'> ELEVATION SPECIFICATIONS. ti
<br /> �r
<br /> 90 SR' I
<br /> PLATE r �ll ttttttti,,1 -� � � I 7. ALL NAILING AND FASTENINGSHALL BE IN COMPLIANCE WITH
<br /> 14.41
<br /> i i 2,6" _ ♦_ _. ���� `s K ELEV.266.0000' THE 2012 LR.C..TABLE 603.2(I),FASTEN SCHEDULE.
<br /> WINDOW HEADER �F I 2'�" _ 7....... .. __ ''(_.. ___._ [�
<br /> SJ 8. REFER TO FLOOR PLAN SHEET FOR ADDITIONAL FRAMING U �1
<br /> Za
<br /> 'III} II O 11 I O U I I \ ELEV.264.0000' INFORMATION.
<br /> lab 5p8' ELEV 182.0000' 9. DO NOT OVER DRIVE NAILS OR STAPLES OR SECURE INTO THE v
<br /> 88' II I I I I 25,6' < > FRAMING MEMBERS OR THE SHEATHING.SEE NOTE NUMBER 4.
<br /> 6 I I I I �-
<br /> K ELEV.260.0000' - 10. DO NOT OVER CUT ANY OF THE FRAMING MEMBER OR ELEMENT. m
<br /> Il
<br /> OVER CUTTING IS MODIFYING THE STRUCTURAL MEMBER. SEE y
<br /> SUBFLR II O O ,�„ �oa I MAIN NOTE NUMBER
<br /> HUGH 4.
<br /> K ELEV.158.0000' > H E I Il I O 11111111
<br /> I1I1IIIII111)III'IIIIII 6" < ELEV.25E0000'> ELEVATION
<br /> PUTS HE GHT. REFER TO FLOOR PL1N5 AND EXTERIOR t
<br /> 123/4 I
<br /> EG. . �� • ELEV.2'6 ELEVATION,UNLESS NOTED OTHERWISE.
<br /> ELEV.256.0000' sSz.+2fi8gc, �maa \ '.5 / MONRFACTURER SPfCIHGTIONSii
<br /> �__� ___�„�. E 000'
<br /> ELEV!256.0000'
<br /> x ♦r_rr 12. ALL DOOR HEADERS PER FLOOR PIAN.
<br /> ;:4,-..;;; .....,...,,A111-. .111F,11.41.41'741. /l 1,7/> // It ♦ 1 12.1. VERIFY WITH DOOR c) ry
<br /> .0 .0IL J-IJ II JL 1111 1L JIII L-1L , -1-0;,.;n B /! �_w,�-�1�1,1 ' I •- '
<br /> ELEV 259.0000' 4=IIPIL=U'rII-11=11=!1I!=11=U-I! 11-11' �I° (! L/7 /T.g i ELEV.254.0000' BEFORE FRAMING.
<br /> I I I I I WINDOW H•.ER 12.2. VERIFY WITH EXTERIOR ELEVATIONS. 'v
<br /> ♦1 1pn'.IL 1 iL=7f 1.111=-i 7r11y�]r1 4n 7.1.1. II((�3.11,4 � - V 11'-2 15/16' I 2.3, SEE THE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. U
<br /> ELEV 251.0000' ,.d1
<br /> ELEV 252.0000' V�
<br /> K 151iL-4==n=n-n-n=1LJ=�-n=a=11�-r.�L=.!L=:n,, l;=�FT_� 10 I I I
<br /> �IF��/I/T?< 13- ALL WINDOW HEADERS PER FLOOR PUN.
<br /> 1L=Jf Jl n=11.71Jr Jr ]I ii I1=11=11 1,=11 u,7/,_L
<br /> 'FF-4.114Il11.'.0=U=U=.U=:R-7L=:IL=:IL=:IL=aL 11=1NI1=h^q!/ //� ,fc -134` 4'-113/4' 13.L VELIFYVATHWINDOWMANUFACTURERSPECIFICATIONS
<br /> K ELEV.150.0000 _L=7L=7L JI=J1:11:11:JI:11:J1=1L=1L=11s-11=•n,,,•111.....4a.•
<br /> i n��u I \ I j I O r I I K ELEV.250.0000'> BEFORE FRAMING.
<br /> 1z I1--11-11-11=11-11-11-11-11=4=11-A-11=11=1r://,71/,_1 I I I I I 13.2. VFRFYWITHEXTFRIORELEVATIONS.
<br /> ]L=JI=JI=1�I!=11=11=11=11=11=U=1L=11=1!=1�I/�1=7F�h E 8' 13.3. SEE THE WINDOW SCHEDULE FOR ADDMONAL T��
<br /> '1,=R 1lri.L=T_L=li H:11=1f=1f=:416.1-, .11-a��irts-T?I I < ELEV.248.0000'> INFORMATION. %t
<br /> ELEV.248.0000' ��:ILna!-UJ1 if 7L�11L�1:1171.�1�L�I7C�1L�L�'llllal�l:� i f I u I I H 83/A _- ABE LOWER FLOOR ;v
<br /> LOWER FLOOR tiJ!-II=:IT=U=.II=!I�:II 11]L' .0=U�=U-U='iii';>:�/. I © �,r� w O I 11
<br /> IIIIIIII� III IIIIIIIII 1111111111
<br /> IIIIIIIII I 1/2" ELEVATION 14. REFER TO STRUCTURAL ENGINEER FOR DETAIL FOR LATERAL N
<br /> ELEV.246.0000' =11=IL=.11= 11-1L==11.=11-11-11=11=11 il/ /i TF/ I
<br /> )--ELEVATION x!117.2#U-!1:=11-U-11-IL.=U Ili'U.=11 I! /1 .• T�� SUBFLR I 'L K ELEV•I-!&OOOtl'.� CONSTRUCTIONS REQUIREMENTS.
<br /> iJL�hhJlalL®�h+�IL�III�IL�If��l■II irszasso,
<br /> -U=1L-..u=.u-utl4-IL 71=Uu-U j 1'-0.1.' 1 ;r
<br /> <ELEV.244.0000') LI-11=1�=11.11=11=1111.-.11-111= :nn...11417:.4.11 11 11 7 11=11 71Ziff/T o ELEV 244.ROSS
<br /> �-4-11=11=11=1-•--11-IL•=U.-H,-rtt iL=.L1 If ff iC-I�1 Ih w. IL E .4 Fi lL I O I I 1 11
<br /> '�*11=11 1=lr'-JL.=Jf=11-17,, L II 11 II JL u u=ll U R /- /! °' Iw '
<br /> ELEV 242.000n -11.,,.1-U=JL^-1L=.0=(L=7L-IL-:1L=_11. 11-11 1.IL-JL-eula k11 IL•ar°�fn' ? ELEV.141.0000'1,l�1 a=n=J1=n=J►=u:.1,-1 a=u.-u.=.a-u=.u.-u=u=.0=:1;/,_� 6.s�n! I K
<br /> f!i
<br /> ,-/fes'. 3,-IT:.lL=..11,=1L:IL=.IL=.[Ll .IL .IL=.IL-:IL=1L=1L=J1--11 L 11--B�„ r,,.-71`
<br /> '=1L1 1=11I1.=1L=11.=11=11.=11=11=11=1L 11=11=1f=11akit �i1.�tJLt�a 1_ _ I SOIL LEGEND Project Site:
<br /> I1 11 U=U=.1�:if.11-1i- -11=11 1�I1-1i `; 4518SeaburstAve.
<br /> t 1L=11 11:1194.14 4=11=U-U it Ii II-tr n It if-A:I,41f-',1f=11-7=_,V B u-, EtEV.240.0000' n=n n=n=
<br /> 't=11,4"'"'11-11=r 7I,11-11 11 11 71-11. 11 11=1II 11 l 11.-11=11=11 .14- 4$AV-A ci I '...4P • IF.C.4RICHI B NATURAL UNDISTURBED SOIL Everett.WA
<br /> =1L'11=11=11-11=4=.11=.iF IF=11-!1-11=1i.-:11=g :II .11iillir =arab. W1.-•: r? .G. '^::' -
<br /> I -11.p,.IC1i7CILA11�:11�I:IL�1L 11 is1:I1u71:11:I1U:11��]I7L1C111[=LII:��:II IJI1111f1,!tT�'^'.�',i_L!11:=1f= =1t. K= < ELEV.2380000 =r,_ ?;' BA uaEANSOIL Building Department
<br /> -It=II-11=11:1i iL ii .4=J1=11.=11.-11-I1=1L=.11=11.=.IL?IL j�1a' ;: -!1911=4-1P;6.In=7r !; E.G.
<br /> G i5 f =%>'%=%%= C o/Everett
<br /> --n=11,ll=7L=1L=.11-11.. 11:JL=.11:J!-11=11=Jf al J1-rt-�- ..41117=11;=]P=117:.x*=11=11--1?=1-... .f,7"2 TO.EB.236 m
<br /> I ' =v= -U=ll=11=11=.0=1L=ai=11=i!=1L=.IL=:IL-:U-1=11:=1L= r-1r=R SIL=1L= J1=71.=Jf= -u . ELEV.236.0070
<br /> "-11 =11=11.=11=.11=II=11=II=11-11-11-II=1l= 1L=11.=11.:1 1L=111�P{ 11=4 :11-11:1Lr1L 1L a ;�.:.'. _ ECOLOGYeLOCKS Building Code:
<br /> -n.11-1LiF=1=1I=1I=!1=1L 11=11=i1=1i=1i--�'-.n.l,.0 iC=(_L=.IL ;; LIC=�1L=SIG J_f=1r JI.JL.= 1;e%�I:■r n.: OMITTED FOR 11W 2012
<br /> • 1C .1111 1I II 11 II 11 11= J1 11 JI JI 4 4=11=1L=IL=1L 1L-:IL Li .R IL:1L !L=JI 11 _ cuRITy
<br /> I I -"-l1 IC I1 1i1C=11=11.=.11 L 11 L•-IL I, II 11L .L 1L :11=71=iii 1I=1L=11==j1= .11 J J1=1L=11-U= x•23 f• - _ EG.
<br /> ' it="11-11[=fl JI 1 11. t!. .II. 11 II II •.II II. II 11=11=11=11-11=11-11-11=1!� .?=11=(1.=11-11=P
<br /> =t[-1L:I[=1I'I�,IC.=.4=11=71= °-11=11'=11.if=ice 7=71-11 7L1 11=11=11' =,'iL-1.=11:=11=1' N
<br /> -tt_u._ JI=IllfIl Ili=n-- .-1.V.=4=1r 4:=4-n=1L=111,4111E=1r-n=r--.u-alti_t1a ELEV.232.0000'a
<br /> ' ..74.1-11-"FIT" :11=:11.11.11111II=2112111 II.71r=n*Ir 1141*V 4 " .r"
<br /> -167"47.47:1F n=T1 =IP 1I=4=7144 1=11.11I*1[a,1=11 f Ifr' :_)S)5 m
<br /> 71:71:]C.=7i=1I:71=U=U=1C=:IL]L 11=IL=:1.71=:R; t� ("1�= A
<br /> •I 11.ILi1.I1.--a Vital. lLpt{- .-7j--1�-1 r11? ;IV
<br /> M.
<br /> I s
<br /> 7' 14'-1 1/2' 13'-I0/p' , 7' I 13'-103/16'
<br /> L d Project Compare
<br /> T 41,
<br /> 1/bd Designer.Vernon
<br /> July 29,2015
<br /> Client:
<br /> jo
<br /> fl Building Section A-A:Architectural,Framing and Foundation Scale:1/4" Daran
<br /> December31,2015
<br /> - Drafter.Vernon
<br /> June 15,2016
<br /> Building Elements •
<br /> Design Glued• -
<br /> 0 Roof Construction ® Exterior Wall Construction 0 Upper Floor Construction 0 Lower Floor Construction 0 Foundation Construction Jay 3D,2015
<br /> Bid Release
<br /> I. COMPOSITION ROOFING.PER MANUFACTURES SPECIFICATIONS. I. SIDING PER ELEVATION I. FLOOR FINISH PER PLAN I. 4°CONCRETE SLAB W/6x6#1O W.W.M. 1. (2)1x8 MUD SILL CUT TO WIDTH OF FOUNDATION WALL.
<br /> 2. #30 BUILDING PAPER. 2. HOUSE WRAP 2. 3/4°O.5.8.SUBFLOOR SCREWED AND GLUED TO UPS 2. 4°GRAVEL BASE 2. FOUNDATION WALL WITH MAR PER PLAN PER DETAIL July 31,2015
<br /> 3. 7/16'SHEATHING B NAILING PER PLAN PER STRUCTURAL ENGR. 3. 7/16'SHEATHING PER PLAN,NAILING PER ENGR. 3. 117/8'TJIS PER MAIN FLOOR FRAMING PLAN 3. CLEAN BACK FILL SOIL PACKED TO BEARING SOIL REQUIREMENTS 2.1. WALL THICKNESS:6" E. Construction Issue
<br /> 4. MFG TRUSSES PER ROOF FRAMING PLAN 4. 1x6 STUDS AT 16"0.C.,U.N.O. 4. R-3O EAR INSULATION 4. NATURAL UNDISTURBED SOIL 2.2. WALL HEIGHT 3,"
<br /> 4.1. TOP CHORD:2X4 S. R-21 BATT INSULATION 5. BEARING SOIL 1,500 P.S.F.PER I.R.C. 3. IIx 6"FOOTINGS WITH REBAR TO BE PER PLAN
<br /> 4.2. BOTTOM CHORD 1X4 6. BEAMS AND HEADERS PER FLOOR PLAN 6, FLOOR FINISH PER PLAN 4. FOUNDATION DRAINAGE PER SITE PLAN PER DETAIL Revision-I
<br /> 5. INSULATION: 7. i/2°G.W.B. --7.. 3/4'0.5.8.SUBFLOOR SCREWED AND GLUED TO TJIS 5. BEARING SOIL 1,500 P.S.F.PER LR.0
<br /> S.I. FLATCEILING:R-49 BATT INSULATION W/RIGID MS.0. 11 7/8' S PER MAIN FLOOR FRAMING PLAN 6. FOUNDATION VENTILATION PER FOUNDATION PIAN
<br /> INSULATION AT THE PLATE/TRUSS CONNECTION 9. 12.30 BAIT INSULATION 7. BEAMS PER FOUNDATION PLAN /Reserve.6,r the/lading Department
<br /> 5.2. INSULATION BAFFLE I'AIR SEPARATION FROM ROOF O Main Floor Construction 8. POSITIVE CONNECTION PER FOUNDATION PLAN Project Number
<br /> SHEATHING TO INSULATION 9. ISOLATED FOOTING PER FOUNDATION PLAN 'I
<br /> 6. FLASHING AT ROOF PENETRATIONS O Interior Wall Construction I. FLOOR FINISH PER' N I0. 6 MIL BLACK VAPOR BARRIER j
<br /> 7. CEILING,5/8°G. B.W. 2. 3/4°0.7/B.SUBFLJDR SCREWED AND GLUED TO TJI'S
<br /> ,,' ` All Risks BvuoA
<br /> 1. 1/2"G.WMSB. 3. 14' S PER MAIN FLOOR FRAMING PLAN Anrnntenn within.nesncesis
<br /> 1. NON-BUG.WALL:204 AT 14.0.C. 4. R-3O BAIT INSULATION(IF LOWER FLOOR IS UNFINISHED) .-.-i-_-...___.
<br /> 3. NON-BRG PLUMBING WALLS 216 AT 24°AT O.0
<br /> 3. NON.BRG SOUND WALL 2x6AT24'ATO.C. O Lower Floor Construction
<br /> 3.1. PLAIES:2x6
<br /> 3.2. 2x4 STUDS STAGGERED I. DECKING PER PUN "
<br /> 4. BRGWALL:Ix4 OR 2x6 WALLS AT 16'O.C. 2. FASTEN PER MANUFACTURE SPECIFICATIONS \/t'{1'���
<br /> 5. BEAMS6HEADERSPERPLAN 3. Pitz PER MAIN BLOWER FLOOR DECK FRAMING PLAN EXHIBIT 1B
<br /> 6. I/2"G.W.B. 4. BEAM PER PUN WITH POSIT1,>E CONNECTION PER PLAN n
<br /> 1 E Co OF
<br />
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