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LEGEND: _-
<br /> (N) POST PER PLAN. WALL CONCRETE AND/OR MASONRY STEM ===== ===
<br /> 0 0© 0 © 0 0 ..4 (N) STRUCTURAL
<br /> SHEATHING & (N) SIMPSON HDU5. 77lJ z SHEAR WALL AND/OR LOAD PSE
<br /> 4'-4" g'-p" FASTENERS PER . . BEARING WALL ABOVE THIS FLOOR. Consulting
<br /> 6 45'_�" 4'-1" PLAN. p (E) PLATE.
<br /> - • i i i 1 c - T IP S i„ • = S3 E RIM JOIST. g
<br /> NON-LOAD BEARING WALL Engineers, Inc.
<br /> / / 22'-4' ORIGINAL HOUSE ( ) (E) FLOOR SHEATHING. ABOVE THIS FLOOR.
<br /> TYP. - -/ www.structure I som
<br /> Klamath Falls Office
<br /> __.__ _____--- -�._ .___-- ____-_ ^ (E) SOLID BLOCKING. � 250 Main
<br /> r r ® I •, �/ EXISTING DECK BY OTHERS NOT z
<br /> �•, i Y- i �� BY PSE. _ Klamat r g n
<br /> � h Falls, 0 e oI }I . .: • ' A.,...,.:....'7 ., , (8 O FLOOR JOIST La 97601
<br /> + E F Phone: (541) 850-6300
<br /> o J. z
<br /> L_ - J I r �� V ,,
<br /> to ® Ir ` ___ I LJ COLUMN SUPPORTING NEXT Fax: (541) 850-6233
<br /> Ili
<br /> IXzinfo@structure1.com
<br /> \ �`�' , I, filt : ` I (N) EPDXY INSTALLED FLOOR/ROOF UP. Z
<br /> 0 - i"0 A307 A.B.. USE
<br /> z Medford Office
<br /> I L , SIMPSON SET EPDXY INDICATES SHEET NOTES. 836 Mason Way
<br /> I PER MANUFACTURER'S Medford OR. 97501
<br /> i ►�� INSTRUCTIONS. z Phone: (541) 858-8500
<br /> 4 1 111=14 - '11 (E)A.B.. INDICATES FOOTING MARK, REFER TO O
<br /> S3III 7�L _— Fn c.) Fax: (541) 776-4663
<br /> FOOTING SCHEDULE.
<br /> ® ® -��_- E. _�f� 1 � infomd@structure1.com
<br /> 1 O 1 p 'MI IIII=. -1-L (E) STEMWALL& FOOTING. n,
<br /> 0 1I-. ' I-1 10 IIIIII�-_-r- I - �uWlllllllllllllll=�lll� ll CI INDICATES COLUMN MARK, O
<br /> I 11111=111E=_ % 1111 IIII! Illll i;d! !1_II_I-
<br /> CO ® 1111 1111!— — —�i �IIIII ImigiIIIi lllll. REFER TO COLUMN o Licensed in
<br /> 1 N .-iii llli— I . Il SCHEDULE.
<br /> °p z I 1 p I IIIIIIII�� I I I IIII!IIIIIIIL�IIIIIhI111111-
<br /> r , o) -limn: D IIIII IIiii i!iligiiiIi— HDNn INDICATES HOLD-DOWN 48 States!
<br /> Cf SIM. .. =11111 (IIII 1TT—II I' IIIII III MARK, REFER TO HOLD cc
<br /> w
<br /> ° •=1iIIIIIL -DOWN SCHEDULE. z Construction Types:
<br /> ® ,., ® ® ® =11111 11111- Il lllll Z Light Gauge Steel, Straw Bales.
<br /> • 0 . . _ 11TM =11111 111 Q g g
<br /> 10_ 10� L `~ O I! IIIII- °• d °•o as �. II IIIII- a a II* INDICATES SHEAR �H•. Bamboo, Log, Timber/Wood,
<br /> -IIIII II . •tIIIIIII WALL/LOAD BEARING WALL z Structural Insulated Panels/SIPS.
<br /> EXISTING DECK I I•' �� ® #4111- a • I IIIII- 3 Masonry, Steel, Concrete,
<br /> (N) FOOTING & IL.d _ - 11 , ! _ 9L..` MARK, REFER TO SHEAR
<br /> �" v Modular homes/Factory Built
<br /> IIIIIIIIIllllllllllllllllllllllllllilil, WALL SCHEDULE 1/s2.
<br /> I I 3 REBAR PER PLAN• . II _ li I _II -- C hiousmg ( FBh1 ), ICF, Shipping
<br /> 2 1 '. S3 I x I X • I O CENTERED BENEATH Containers, and many more!
<br /> S3A PER n NUMERICAL VALUE, 1, 2, 3 ETC. Commercial or Residential.
<br /> �'' SIM. 0 I (E) FOOTING. / O
<br /> I I,;; 10 r,.....
<br /> LI L J L N / PLAN And Green/Sustainable!
<br /> f � � 3_ , �' NEWFOOTING SKEET NOTES. - Project:
<br /> ..�.,._l tzil r 1 y o ec
<br /> ..•_ _ _ i.'� __��•�. ._ _ _.�._''�•� �::,_ �'� _ �..r: �.�•._;�'_ I 10 M Scale: NTS REFER TO S1 FOR STRUCTURAL GENERAL Jason & Lindsay
<br /> ;..I
<br /> ;.I - ►,: r.'IL ... .1__I I,.I ® ® ® NOTES AND TO OTHER SHEETS FOR DETAILS.
<br /> 0 L . .+,Y- TYP L ::::‘::: ® Laigo Remodel
<br /> ARCHITECTURAL DRAWINGS. DO NOT SCALE z
<br /> I �4 • `:, L',..iii
<br /> •
<br /> © VERIFY ALL DIMENSIONS WITH THE
<br /> 1 •
<br /> o � r _ (N) POST PER PLAN. DRAWINGS. O
<br /> • ( L•:a I
<br /> f..i L•:1
<br /> �'i N:� 1 I I 0 (N) STRUCTURAL
<br /> I.:;• I l•'I I'`.I (N) SIMPSON HDU5. 3 4"THICK CONCRETE SLAB-ON-GRADE OVER 4"
<br /> I1''1 I ® FASTENERS PER OF FREE DRAINING 3/4" ROCK. DRAIN ROCK E Address
<br /> SHALL CONTAIN NO FINES TO PROVIDE A
<br /> i 1 r ! L 2216 Chestnut St,
<br /> o • 3 ® I;st i�a 10 PLAN. (E) PLATE.
<br /> I a I I;'I CAPILLARY MOISTURE BREAK. PROVIDE A 10 MIL
<br /> 3 I 1 ® �. ® �a ® f:•'1 (E) FLOOR SHEATHING. Everett, WA 98201
<br /> VAPOR BARRIER UNDER LIVING AREAS, a
<br /> BASEMENT, USABLE AREAS, AND BELOW-GRADE z
<br /> S3A I 1
<br /> r: l I':',7 0
<br /> 5A i''1 6 I�I r , AREAS. VAPOR BARRIER IS NOT REQUIRED IN Hi
<br /> r.: I 1 (N) SOLID BLOCKING. -]
<br /> I ''1 -I (E) RIM JOIST. ABOVE-GRADE GARAGES, CHECK WITH THE o Owner / Client:
<br /> S3A S3A w,1 S3A I<. I I OWNER FOR HIS/HER PREFERENCES. '"
<br /> ® REINFORCE SLAB WITH #4 BARS @ 18" O.C. z
<br /> ® •
<br /> F1 I � '.j I F1 r 1 ® L J BOTH WAYS AT SLAB MID-THICKNESS. z Mallory
<br /> �,,:I I f '� - r ` -I
<br /> © (N) EPDXY INSTALLED < o
<br /> i' I J,, f�
<br /> :IAK L _ • .
<br /> ,'� i"0 A307 A.B.. USE I I GARAGE AND/OR SHOP CONCRETE FLOOR Contracting
<br /> r -.-.,.:- - - ,.,-. �••.,:- - -.- - - --..- .,..-.� T ,- - -'- . ..� - -:-;. } 1 •':;,.. ... , �.1 '�.-.-,.-..T:-.. ....--. .-•t;-'-._ - SIMPSON SET EPDXYnb
<br /> ``-�i-- ' - cc
<br /> © PER MANUFACTURER'S - OWNER.
<br /> CONTRACTOR TO CHECK WITH THE
<br /> SHALL BESLOPED 1/8"/FOOT TOWARDS THE
<br /> . .. ... ... ., ,.' .. ► / DOORS p
<br /> INSTRUCTIONS. OW --
<br /> - _ ____ L ��I� ___ .______ j ; (E) FLOOR JOIST. r� y- `� 7
<br /> • 24 -3 / 7'-B" '� 22'-4" ORIGINAL HOUSE
<br /> F3 I I I_I�% % % %\�%\�%\ PROVIDE MULTIPLE STUDS UNDER BEAMS OR z �i G J
<br /> 15 -0
<br /> 2/ J(
<br /> 5B� 6 �I I I�\j�\j�\j�\/�\j>� (E)A.B.. TRUSSES TO MATCH WIDTH OF SUPPORTED 0
<br /> S3A
<br /> S3A i I I- \/\/\/\//\// MEMBER, TYP. STUDS SHALL BE CONTINUED IN z
<br /> / / / LOWER FLOORS AND/OR CRAWL SPACE TO
<br /> S3 I I—�f / / / \ (E) STEMWALL & FOOTING. ;
<br /> -III=I \ \\ \\ � \'>'\ \\ 111= FOOTING, TYP. z ��:� �!
<br /> Gra hic Scale
<br /> Oft loft -I I I�//\//\\// \\//\\// I-I I ALL NON-CONCRETE WALLS SHALL BE TYPE 6 w
<br /> :111=1 I'�//\/\ /\/\ =III= PER SHEAR WALL SCHEDULE UNLESS
<br /> -111 \\/\\/ \\ \\/ 111-1 OTHERWISE NOTED ON PLAN. 1.-
<br /> . V R 41'33
<br /> 1/41nch = 1 Foot FOUNDATION PLAN ii 1Ltv-/ -/._liziii-° ), _ w , ►, �,
<br /> 0 Scale : APPROXIMATE SCALE 1/4" = 1'-0" 1 I—E" e .. ' a •=I I 1� Z 7 CENTER FOOTING UNDER WALLS AND POSTS v
<br /> DO NOT SCALE THE DRAWINGS -L- °• d :III-� w UNLESS OTHERWISE NOTED ON PLANS AND/OR EXI�ftig p �2c 2 -
<br /> I.1-I °• -i I I- a DETAILS. [- _ _
<br /> I 1 I= C • �° <111=1
<br /> (N) FOOTING & - =1 1 I=I L I=11 1=11 1=1 1 I-11 -1 1 I \ I REFER TO FIRST FLOOR FRAMING PLAN FOR z
<br /> REBAR PER PLAN. I 1 1•,;11ITI1111T1111,T111I�111TI I I- ANCHOR BOLTS, SHEAR WALLS, HOLD-DOWNS O� w
<br /> CENTERED BENEATH 1 I AND OTHER ITEMS REQUIRED AT FIRST FLOOR LcA Q
<br /> -�� STUDS PER PLAN (N)WALL PER PLAN. (E) FOOTING. / PER / ELEVATION. o 0
<br /> WOOD POST PER PLAN. / /
<br /> /\ � (N) STRUCTURAL
<br /> ft PLATE V SHEATHING & (N) SIMPSON HDU5. NEW FOOTING 9 NATURALLY DURABLE OR �
<br /> PRESERVATIVE-TREATED WOOD SHALL BE z
<br /> FASTENERS PER © Scale: NTS USED FOR WOOD MEMBERS THAT ARE o
<br /> A35 ® 24" O.C., TYP. #3 STURRUP @ 9" O.C. 3 MIN. PLAN. ` ii
<br /> (E) PLATE. EXPOSED TO WEATHER WITHOUT PROTECTION z
<br /> / UON ON SW SCHED. POST BASE CAP PER (E) RIM JOIST. FROM ROOF SUCH AS BALCONIES, DECKS OR
<br /> COLUMN SCHEDULE > (E) FLOOR SHEATHING. PORCHES ETC.
<br /> tiP-T
<br /> EXISTING JOIST 1" CHAMFERED EDGE. (E) SOLID BLOCKING. 10 PSE IS NOT LIABLE FOR EXISTING FOUNDATION.
<br /> PER PLAN 4-#4 VERT. BAR W/STD. HOOK.
<br /> RIM — w
<br /> "`-1 0 O
<br /> C° 2" CLR., TYP. ,' FINISH GRADE 1// °'< (E) FLOOR JOIST. cn
<br /> PLATE, PT 0 " , w
<br /> -r p \\/\/\/\/\/\/\/\/\°• a L° J / / / / / / / /\ (N) EPDXY INSTALLED
<br /> EXISTING
<br /> TE M I WA WALL
<br /> I - - Ov ��� ��������� o • \�/��\�\�/�\�\\j/j��/ SIMPSON 0 SET EPDXY o
<br /> #5 @ w o \ /\\\/\ ' a ' • . . ° a • j\// O
<br /> 12" O.C. a iv =1 �// d ,' a ° /\/ - PER MANUFACTURER'S z Ct
<br /> w
<br /> o \ . . d ° / I PER FOOTING _ II,, ,,, �'�� INSTRUCTIONS. DIMENSION BOTTOM REINFORCEMENT TOP REINFORCEMENT O
<br /> \ • 1 • 4 • 4 4 • SCHEDULE � 1L�i —LL- I I� I (E)A.B.. MARK LENGTH WIDTH THICKNESS DETAIL NO./ z
<br /> ° 11- y :N.--.1 =1 L _D I_ �_ / „A„ „ „ LONGITUDINAL TRANSVERSE LONGITUDINAL TRANSVERSE ;,u
<br /> ° ° - 111� (E) STEMWALL & FOOTING. REMARKS 7
<br /> a \ \ [ y -IIII! IIIII- = = - F1 CONT 1'-6" 12" 3-#4 BARS - - - 2,3,4&5B/S3A
<br /> PER PLAN 11-111-111-1 I 1-111-111-111=111=11 11 l-I 1 I _111111 l_ 11- = m =1u11 11111 1111!.11111-1IIIII 11 cc
<br /> :� 111 . 111-111E-1II-III-111E111-111-11 -I I 1 ! 11111-1 - I►"f Fez miQiilll lllr !lmit- �- Y
<br /> o 11-111-111-111=111-1 I 1-1 I 1—I 11-1 IIII IIIII_ _ —11F 11111 1111iglIIIi lllll_ F2 CONT 2'-6" 12" 4-#4 BARS - - - 5A/S3&4/S3 z a
<br /> i I— EPDXY#5 BAR X 1'-6" z m o - 11 = 1111 1111lglllllFA�llg I z
<br /> 2 - #5 CONTINUOUS =, I I 12"O.C. 6" MIN EMBED g O ' Li 12"0 -J n IE IIII I� —Ili Agrager
<br /> 1'-0" MIN - OI— U Z v llll! IIIIE- - F3 3'-0" 3'-0" 12" 5-#4 BARS 5-#4 BARS - - 2,3&5/S3w PEDESTAL - F- -.Lv��IlI1911=_� IIIIIIIIIIlllll ¢ DRAWN BY: N.P.
<br /> 2'-6" MIN co °z o PER FOOTING IIIIII !1�I1111111�IIIIIIIIIIIIIII! IIIIIIIIIIIIIIEIIIII F4 3'-6" 3'-6" 16" 5-#5 BARS 5-#5 BARS - - 2,3&5/S3 z
<br /> z o O SCHEDULE REINFORCEMPER FOOTING ENT -I�Illllll-IIII IIII_I11R11111g1I_IIIII IIllgiIIIg! II II 1 II 11 11 1111 - „ EXISTING = DS. BY: N.P.
<br /> FOUNDATION DETAILS o co
<br /> ► !1111IIIIIIIII1 �IlElllllllllllllllll11111111 ��1= F5 CONT 1 6 12 - _ _ _O z SCHEDULE. -IIIII IIIIhMI IIII! IRMIIIII IIIIMIII IIII IIIIE I 6/S3 CHK BY: N.T.
<br /> Scale: NTS =IIII! IlllllilllllllllllllllllllllllllllEllllllllll- o
<br /> UNDISTURBED SOIL .IIIIIIIIIIRIIIIIIIIII !III! IIII! IIII! IIII! IIII!_= F6 4' o" 4'-0" l6" 6-#5 BARS 6-#5 BARS - 2&3/S3 �- DATE: 06-19-19
<br /> OR COMPACTED -11111g1III! Illll 11111 IIII IIIll III 11111.-I'
<br /> BOTTOM OF FOOTING SHALL BEAR ON FIRM NATURAL UNDISTURBED SOIL, COMPACTED STRUCTURAL FILL, OR 2 TITLE:
<br /> ENGINEERED FILL. POST FOOTING DETAIL UNDISTURBED SOLID BEDROCK, AS APPLICABLE, AT LEAST 1'-6"OR FROST DEPTH BELOW PAD SUBGRADE
<br /> 5 scale: N.T.s. EXISTING WALL FOOTING (LOWEST ADJACENT GRADE). REFER TO SHEET S1 FOR ADDITIONAL INFORMATION. z FOUNDATION
<br /> 6 Scale: NTS FOOTING SCHEDULE -
<br /> PLAN & DETAILS
<br /> 0 N.T.S. PAGE N O:
<br /> z
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<br /> 2
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<br /> . S3
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<br /> CITY OF EVERETT a PROJECT #:
<br /> REVIEWED" FOR PERMIT ` Mallory Con tractinc
<br /> • 219-1
<br /> 1 Structural 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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