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<br /> LEGEND: __- _-_
<br /> STRUCTURAL SHEATHING .=_- -=,1
<br /> PER S.W. SCHED. :.i.•.;_i-;•,,:/•, CONCRETE AND/OR MASONRY STEM
<br /> 8. WALL == .................
<br /> ..
<br /> , 0 © 0 0 @ 0 0 0 WALL E.N. PER S.W. SCHED. T, SLAB&REBAR ,- PSE
<br /> MIN., 8d©6"O.C. PER PLAN 2Z'zZ 2 SHEAR WALL AND/OR LOAD
<br /> --\
<br /> BEARING WALL ABOVE THIS FLOOR. Consulting
<br /> 4'-4" 9'-0" 6 45'- " 4'-1" J ® NON-LOAD BEARING WALL Engineers, Inc.
<br /> / / _ S3 22'-4" ORIGINAL -10USE / / \ ° ABOVE THIS FLOOR. www.structurel.com
<br /> 2 _
<br /> . C10 • S3 C201 C102 / 6" MIN FROM EARTH . _ _
<br /> DU5 1 DU5 DU5 !� �� .'�.��r`r EXISTING DECK BY OTHERS NOT z Klamath Falls Office
<br /> TYP. DU5 T— � 250 Main
<br /> ��}"� I I��t17 BY PSE. Klamath Falls, Oregon
<br /> 0 \ 1 `� 97601
<br /> i ��.: . :r •. • •+' A: `r. :1I " ;•. • I'ktGl1• MU;d1 I1 I+I•�'[{1 :h 1'f.l'LTI'I '► ':.;''• ^:. • -. :'''' _ ... s •:•.:,. j r.. �'' :"+•;'�+'. '.._ , 1 w
<br /> • - �#4 CONTINUOUS BAR w Phone: (541) 850-6300
<br /> o I .• 18"MINIMUM W/CORNER BAR
<br /> I i ti INTO APPROVED ' ' COLUMN SUPPORTING NEXT Fax (541) 850-6233
<br /> 17 r
<br /> COMPETENT MATERIAL • . XFLOOR/ROOF UP. W info@structure1.com
<br /> C101 - - ` O #4® 16" O.C. ANCHOR BOLT PER S.W. SCHED.
<br /> ■ z Medford Office
<br /> III II
<br /> VERTICAL CONTINOUS
<br /> .; C101 WITH CORNER BAR #4 VERT. BAR 48"O.C. COLUMN BELOW AND F- 836 Mason Way
<br /> COLUMN ABOVE THIS FLOOR. 5' Medford OR. 97501
<br /> ��Zj—� z Phone: (541) 858-8500
<br /> _ I' o Fax: (541)776-4663
<br /> 0 1 3"CLEAR,TYP. - T Q INDICATES SHEET NOTES, w infomd structure1.com
<br /> • • PLAN REBAR PER PLAN
<br /> IiC101 �' EX SING MA N FLOOR FRAMING
<br /> INDICATES FOOTING MARK, REFER TO O
<br /> I • FOUNDATION DETAIL @TURN - DOWN Fn FOOTING SCHEDULE. o Licensed in
<br /> 00 r - -23 I ( o, @SCALE: NTS Cn INDICATES COLUMN MARK, 48 States.
<br /> O
<br /> REFER TO COLUMN Lauu8 in
<br /> s SCHEDULE. z Construction Types:
<br /> .. #4-L BAR, MATCH SLAB Light9
<br /> EXISTinfG DEC — - Gauge Steel, Straw Bales,
<br /> O REINFORCEMENT SPACING, HD D INDICATES HOLD-DOWN Bamboo, Log, Tlmber/WOod,
<br /> C101 MARK, REFER TO HOLD x• Structural Insulated Panels/Sirs,
<br /> C201 OR 18"O.C. MAXIMUM. -DOWN SCHEDULE. Masonry,
<br /> C102 /Y• C102 LAP w Modular Homes/Factory actory Built
<br /> 4pic_. \ / DRIVEWAY PER ARCH./CIVIL. � 2'-0"MIN. /' Housing ( FBH ), ICF, Shipping
<br /> •-•- - x _ •_ +-- - 0eContainers, and many more!
<br /> 2 i• EI'..•,: - - -u , • - a • �`� n NUMERICAL VALUE, 1,2, 3 ETC.0
<br /> III I ( w Commercial or Residential.
<br /> S3A \ '
<br /> DU5 I I �; ,v. ) .�,�, •41:;.vt3,;i? • •
<br /> •�+ And Green/Sustamable!
<br /> Da - -I DU8 1 C�� I C102 ;;; • ; _ . / I•I �� * �•. SKEET NOTES: Project:
<br /> 3 Pro
<br /> y• - ' ._ N. rr r- _ _ _ _ _ _ _ _ �-� �J ;d e �_� I -�1= �1 REFER TO S1 FOR STRUCTURAL GENERAL o Jason & Lindsay
<br /> ,...r.:._ .. _ _ _.. _ — .� . ] I DTI + —I ` — - - - - - - - -
<br /> DU1 I 1 I:.r L T '' u- o 'T- SLAB&REINF. NOTES AND TO OTHER SHEETS FOR DETAILS. x
<br /> •y4r I ��L�I� < • e:• , I .11II I��I�; PER PLAN. a.
<br /> ! - t�;l I g' �f • • - 1i1 1 VERIFY ALL DIMENSIONS WITH THE Laigo Remodel
<br /> a I� 2 C10 • `• C101 • - - -- - 1 _7 D ` - __]]J • ;a \\ ��I I�' ARCHITECTURAL DRAWINGS. DO NOT SCALEH
<br /> N; 1 - -, - - © -rL�i71 L-�!1-Lt!=i►.1-r•�•:- DRAWINGS. ).•,
<br /> r "' - -a I0 a -) �I I- �3 4"THICK CONCRETE SLAB-ON-GRADE OVER 4"
<br /> �. .',. I I ,.., ; 1 ih 0 2-#4 T&B. o Address
<br /> �,';I OF FREE DRAINING 3/4"ROCK. DRAIN ROCK
<br /> �• ' I '� I 1 SHALL CONTAIN NO FINES TO PROVIDE A
<br /> oj 3 ! I �.v� 23 i I C101 1'-6" CAPILLARY MOISTURE BREAK. PROVIDE A 10 MIL ¢ 2216 Chestnut St,
<br /> r 22 I •� UNDISTURBED - x
<br /> NATIVE SOIL. VAPOR BARRIER UNDER LIVING AREAS, o- Everett, WA 98201
<br /> 3,. 11 • BASEMENT, USABLE AREAS,AND BELOW GRADE p
<br /> e . , I. ,• - -� GRADE BEAM @ AREAS.VAPOR BARRIER IS NOT REQUIRED IN a
<br /> •' GARAGE DOOR OPENINGSOWNER FOR HIS/HER PREFERENCES.
<br /> ti• SA I I I allkI!'I - c = _ _ = 6 : -; ,! ABOVE-GRADE GARAGES, CHECK WITH THE x Owner / Client:
<br /> ;:
<br /> S3A I S3A r?.) REINFORCE SLAB WITH#4 BARS @ 18"O.C. z
<br /> S3AI
<br /> C101 •'' .— r i:,i ° i 1 ©SCALE: NTS BOTH WAYS AT SLAB MID-THICKNESS. Mallory
<br /> I .... 11 C101 © w
<br /> a Y. II L, i -TI C102 DU1 v,
<br /> `1 '-� ❑ GARAGE AND/OR SHOP CONCRETE FLOOR Contracting
<br /> DU1 ;I - - _ . v � � r , • I 4 SHALL BE SLOPED 1/8"/FOOT TOWARDS THE m
<br /> ►:.t. r-..�, 7...1;.•,,"7 - - - - - •-.-�•.- :r. 7 f7. - .:•r•- - "'; .. .. "• • • • . .''.. .. • :. .,. "' , ,%. �•..•:.1•. , . ., • '1• I.0:(
<br /> •: .,r WALL SHEATHING
<br /> t � .• , ... ' -- ' :.� ' '�r•. . ::,.,. �"r-�t• . . • •j �: ,: . �' � .. : .... . DOORS. CONTRACTOR TO CHECK WITH THE O I
<br /> _„�•t _:,u _ •� _ �': ��.� . © PER S.W. SCHED. E-® OWNER. E- ‘,2
<br /> _ • DU5 S.N. PER S.W. SCHED. O „
<br /> DU8 a HDU u • �� MIN., 16d 4"O.C. z
<br /> 15 -0 24 •-3 7 -8 22'-4" ORIGINAL OUSE FLOOR B.N. PER PLAN E PROVIDE MULTIPLE STUDS UNDER BEAMS OR M M. -
<br /> / / MIN., 8d @ 4"O.C. FLOOR SHEATHING TRUSSES TO MATCH WIDTH OF SUPPORTED - cl\\-
<br /> 5B 6 PER PLAN MEMBER,TYP. STUDS SHALL BE CONTINUED IN "
<br /> S3A S3 WALL E.N. PER S.W. SCHED. LOWER FLOORS AND/OR CRAWL SPACE TO �'
<br /> MIN.,8d @ 6"O.C. FLOOR JOIST PER PLAN FOOTING,TYP. f
<br /> Graphic Scale
<br /> MAIN FLOOR FRAMING PLAN
<br /> 2X BLOCKING. li cij 4 fy,
<br /> 10ft - © ALL NON-CONCRETE WALLS SHALL BE TYPE 6 41 .�3 3 Oft O Scale :APPROXIMATE SCALE 1/4"= 1'-0" 8d TOENAIL 4"O.C. PER SHEAR WALL SCHEDULE UNLESS ,. ,.'
<br /> DO NOT SCALE THE DRAWINGS
<br /> U.N.O. ON S.W SCHED. ° OTHERWISE NOTED ON PLAN. � ��` '`���
<br /> 1/4 Inch= 1 Foot ., 07 CENTER FOOTING UNDER WALLS AND POSTS �� Y
<br /> AL:
<br /> UNLESS OTHERWISE NOTED ON PLANS AND/OR lLX't't:S; 0 j
<br /> 20 2/
<br /> ►'=r DETAILS. H
<br /> ' . F SIMPSON A35 PER
<br /> FLOOR JOIST PER PLAN • SHEARWALL SCHEDULE ® REFER TO FIRST FLOOR FRAMING PLAN FOR
<br /> ANCHOR BOLTS, SHEAR WALLS, HOLD-DOWNS c�
<br /> ANCHOR BOLT PER S.W. SCHED. AND OTHER ITEMS REQUIRED AT FIRST FLOOR o
<br /> 16d @ 8"O.C., SN, UON STUD WALL PER PLAN ° #4 HORZ. BAR @ 24"O.C. `� w
<br /> SHEATHING PER PLAN ON SHEARWALL SCHD,TYP. ELEVATION.
<br /> 16dpir
<br /> @8"O.C., SN, UON O
<br /> PLATE . &WITHIN TOP 8"OF STEMWALL g NATURALLY DURABLE OR
<br /> -�/`- WALL PER PLAN SHEATHING PER PLAN NION SHEARWALL SCHD, „
<br /> �` WALL PER PLAN -�/� • 6 PRESERVATIVE-TREATED WOOD SHALL BE
<br /> -�� STUDS 16d ® 4" O.C. TOENAILS RIM w
<br /> 8d @ 6"O.C. MIN, EN, UON ;;; PER PLAN PLATE 8d @ 6"O.C. MIN, EN, UON `� JOIST TO SILL PLATE, TYP _` MATCH NEW FLOOR • •° USED FOR WOOD MEMBERS THAT ARE a.
<br /> ON SHEARWALL SCHD,TYP. ;� ON SHEARWALL SCHD,TYP. "-71 STUDS LEVEL TO 1 • " 114 EXPOSED TO WEATHER WITHOUT PROTECTION cg
<br /> a00
<br /> $I• @ 6 OC, I4 PER PLA A35 WHEN REQUIRED ON SHEARWALL LEDGER WITH 2,1"LAG EXISTING . -ii-;ii#11 FROM ROOF SUCH AS BALCONIES, DECKS OR a
<br /> �: A35 WHEN REQUIRED ON A2 \ iii PORCHES ETC.
<br /> �� '� 8d @ 6"OC, SCHEDULE. RIM JOIST TO SILL PLATE BOLTS @ 16"O.C. STAGGERED. \ , • °' #4 VERT. BAR @ 48"O.C.
<br /> �� SHEARWALL SCHEDULE. TYP. 12-8d TO USE EPDXY BOLTS IF LEDGER\\ RIM JOIST TO SILL PLATE \1111me JOIST BLOCKING EXISTING JOIST PER 10 PROVIDE SOLID BLOCKING UNDER POSTS AND� " \\; �, , BLOCKING,TY (TWO SPANS 48"OC IS AT CONCRETE STEM WALL. w
<br /> @ z MULTIPLE STUDS TO TRANSFER LOADS TO u
<br /> 'r' I - w U POSTS/STUDS BELOW. J
<br /> �� JOIST �CZ� PLAN REBAR PER PLAN w
<br /> 16d @ 4"O.C.TOENAILS VERSA-RIM- - ! PER PLAN \ !IL 11( n. a w m z
<br /> • RIM JOIST TO SILL PLATE, = w
<br /> TYP" - = "' I _ BAR MUST BE LOCATED WITHIN I n12"E THERICAL 11 LAY AND ROOF a o E
<br /> O./ �� SIDE OF THE HOEDOWN, TYP. WITH TOHEL ONG D MENSION AT RRGHT ANGLE z N
<br /> PT SILL PLATE T -, '``�� / 2 c�
<br /> " •o �J��' NEW7 �j � TO SUPPORTS AND CONTINUOUS OVER TWO OR z �
<br /> 8 MIN FROM EARTH a < JOIST PER PLAN % c� w
<br /> a #4 CONTINUOUS WITH z 8 VERSA-RIM 2-16d EACH BLOCKING MORE SPANS. O
<br /> CORNER BAR WITHIN g 7� 1 TO SILL PLATE z SIMPSON LSU28 HANGER Z PERIMETER FOUNDATION DETAIL p s
<br /> 1`)` 'T� ° THE TOP 8"OF �, T �� #4 CONTINUOUS WITH SCALE: NTS 12 FLOOR SHEATHING SHALL BE 3/4"OR MORE r4
<br /> TYP. tQ THICK APA T&G PLYWOOD OR OSB WITH 48"/24" w ix
<br /> STEM WALL, 2 = STEM WALL PER PLAN _I. „, CORNER BAR WITHIN THE !4 EXISTING STEM WALL
<br /> TOP 8"OF STEM WALL,TYP. SPAN RATING. USE 8d @ 4"O.C.(BN)AT O
<br /> 2 ( , #4 ® 2C" O.C. WITHA #4 @ 48"O.C. 2 7) , #4 0 24" O.C. WITH - :° '
<br /> EXTERIOR WALLS AND INTERIOR SHEAR WALLS.
<br /> SHEET NOTES: 8d @ 6"O.C. (FEN)ALONG PANEL EDGES AND 8d
<br /> . � cn � CORNER BAR •
<br /> ° Z � � CORNER BAR •� ,• . - t,,, ,� .ffi ,.
<br /> a .. 1� �. 71—`TIT jjw \ o a c 7 �i '1 FL ) @ 10"O.C.AT INTERMEDIATE SUPPORTS, UON. 5 .
<br /> PER FTG. '� •d'° PER FTG. ---rllr ® MINIMUM PENETRATION IS 1 5/8 INTO FRAMING. N Y
<br /> ° dA ° SCHD. w `r a 10 MIN 1 PROVIDE TWO ADDITIONAL FLOOR JOISTS
<br /> FINISH GRADE SCHD. USE GLUE. z a
<br /> �' ' (V.I.F) UNDER BATHTUBS OF 30 X60 DIMENSION. _ <
<br /> ;a - - SISTER THE ADDITIONAL JOISTS WITH ORIGINAL Z .
<br /> v != L!- I I" ` •
<br /> y JOISTS. FOR LARGER BATHTUBS/JACUZZI 13 ROOF DRAINAGE SHALL BE DIRECTED AWAY
<br /> !I��--I REBAR PER PLAN #4 ® 48 O.C. �IIr'' REBAR PER PLAN 1 I I_Ill- • INCREASE THE ADDITIONAL JOISTS ABOVE BY FROM FOUNDATION. z DRAWN BY: N.P.
<br /> ONE JOIST FOR EACH 16"OF INCREASE IN D S• B Y: N.P.
<br /> A 6" 6" 14 FIELD GLUE FLOORS TO ALL SUPPORTS AND w
<br /> B ANCHOR BOLTS AND WASHER 1 -6 MIN BATHTUB WIDTH OR LENGTH BEYOND THE T&G EDGES PER APA,AFG-01. FRAMING SHALL w
<br /> ANCHOR BOLTS AND WASHER J O I� PER SHEAR WALL SCHEDULE, (V.I.F) 30"X60" DIMENSION. BE FREE OF SURFACE MOISTURE AND DEBRIS = _CHK BY: N.T.
<br /> PER SHEAR WALL SCHEDULE, v PER FTG. NOTES:AT HOLDOWN LOCATIONS,A VERTICAL BAR v PER FTG. MINIMUM DIAM ANCHOR BOLT PRIOR TO GLUING. w
<br /> "� SCHD. MUST BE LOCATED WITHIN 12"EITHERSIDE OF THE "' ® 4'-0" O.C. 10" EMBEDMENT, 1® IF HEAVY FURNITURE, SUCH AS GRAND PIANOS, E DATE: 06-19-19
<br /> MINIMUM DIAM ANCHOR BOLT SCHD. FOUNDATION / (N) FLOOR DETAILS+� " HOEDOWN,TYP. TYPICAL UNO ON PLANS OR (E) OR OTHER HEAVY ABOVE NORMAL/TYPICAL ¢ ►® 4 -0 O.C. 10 EMBEDMENT, DETAILS APPLIANCES,CONTACT FOR FOR REVIEW 15 AND RIDE SOLID AFTERS AT ALL SUNG PPORTS.SEEN JOISTS ° TITLE:
<br /> ' TYPICAL UNO ON PLANS OR F O U \ D A TI 0\ DETAILS O NTS
<br /> DETAILS ©SCALE: NTS PRIOR TO INSTALLATION.
<br /> 8 MAIN FLOOR
<br /> 2 LIMIT LIVE LOAD DEFLECTION TO SPAN OVER 16 JOISTS UNDER AND PARALLEL TO NON-LOAD- z FRAMING PLAN &
<br /> 480 FOR JOISTS, RAFTERS, BEAMS, FLOOR
<br /> BEARING PARTITIONS SHALL BE DOUBLED AND
<br /> TRUSSES AND ALL STRUCTURAL MEMBERS. NAILED TOGETHER OR BLOCKED AT 2'-0"ON 0 DETAILS
<br /> CENTERS. W r ,
<br /> 21 HOLDOOF WALL CORNERS AT CONTRACTOR OPTIONCAN BE INSTALLED ON EITHER S 17 JOIST AND RAFTER FRAMING FROM OPPOSITE z PAGE NO:
<br /> SIDES OVER BEARING SUPPORTS SHALL BE
<br /> Di 1-3/4"X7-1/2" 2.0E-2400Fb LVL-1-PLY FLOOR TIED BY LAPPING WOOD OR METAL SPLICE.
<br /> JOISTS @ 12"O.C. Q
<br /> v3
<br /> s3
<br /> 2© PSE IS NOT LIABLE FOR EXISTING MAIN FLOOR
<br /> FRAMING. w
<br /> CITY OF EVERETT A PROJECT #:
<br /> REVIEWED FOR PERMIT Mallory Contractinc
<br /> 219-1
<br /> IStructural details for this project are for illustration only. They are not drawn to scale unless noted otherwise. Contractor must verify all dimensions before fabrication or construction. Do not scale drawings.
<br /> naga.medikonda 5/13/2019 10:33 AM 2019-05-13 MC 219-1.dwg -
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