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Plans (2) BU P2016 - 00278 RECEIVED 41u , o O APR 19 2017 ..J - CITY OF TIGARD4 O e_ BUILDING DIVISION a 0 3 n1 \\F; U w > Him >in, ,2 , ,...........$ ) __. _z LEGEND s V//////,1 EXISTING FOUNDATION WALL TO REMAIN(NO ADDITIONAL LOADING) Ss SHEAR WALL AND FASTENING PER SCHEDULE ON TABLE 1/S1.1 rHD-XXXX HOLD-DOWN BRACKET AND ANCHOR PER TABLE 0 U z O 1/S1.2 - -- L-� C--\ FTAO-CSXX FORCE TRANSFER STRAPPING AROUND \."-' 0 - OPENING PER DETAIL 1/S1.3 FF-CSXX FLOOR-TO-FLOOR STRAP PER TABLE 5/S1.1 DS-CSXX DRAG STRUT STRAP PER DETAIL 2/S1.3 TS-CSXX TENSION STRAP PER DETAIL 3/S1.3 j SHEARWALL NEW CONSTRUCTION - - EXISTING CONSTRUCTION(NO CHANGES) S6 \\____ GENERAL NOTES • ALL TOP PLATE SPLICES SHALL BE PER DETAIL 10/S1.1 • I--\..._„ ////////////////7////////,////////////7 /////////////// ////////////////////////////////////////////// • REFER TO SHEET SI.0 FOR GENERAL CONSTRUCTION NOTES AND HD-HDU2 HD-HDU2 / FASTENING SCHEDULE w / 0 w -J ® 0 Mk ar 7, / • SPECIFICATIONS ON PLANS TAKE PRECEDENCE OVER GENERAL J Ct / / NOTES ON SHEET S1.0 U) ch NO CONNECTION REQUIRED f / . FLOOR SHEATHING AND ROOF SHEATHING PER"WOOD w c BETWEEN NEW AND EXISTING / C SHEATHING"NOTES ON SHEET S1.0,UNLESS NOTED OTHERWISE FOUNDATIONS(NEW / / 0 Q z CONSTRUCTION DESIGNED / % > z O AS A 3-SIDED OPEN-FACED / CD STRUCTURE WHICH DOES w W NOT DEPEND ON ADJACENT / j EXISTING WALL) / /<t), / / z m 0 o f i w �/, o Cf D ES S1.3 / z / 1.1.1 Z i _ _ i J O / F- H i z H Q 7, O CHANGES TO THIS FOUNDATION WALL(EXISTING) // w CO 0 4 S1.3 NO CONNECTION REQUIRED BETWEEN // / NEW AND EXISTING FOUNDATIONS / -J (NEW CONSTRUCTION DESIGNED AS A / 3-SIDED OPEN-FACED STRUCTURE WHICH DOES NOT DEPEND ON 7, ADJACENT EXISTING WALL) 7, • ch i / CITY OF TIGARID AM ) TQFS1.3 ®3 alik ✓ j RE IEWED FUR C4 E COMPLIANCI _ �,���`�� p�s�i HD-HDU2 HD-HDU2 \1.4 / // �PP��'e E 0 J R O� �/ 0527f.. 7 11 �� / /, OTC: [ ) �\C d t� '�0�1/ j Pe>Mnit#S 'nif► ,. ~GZ`7e` i 7--- / / Address: • .2 $ - . um OREGON Ss Suits# f �, AID.. II ✓,�31 'le �� 7 / B}, f ����• Dats: �� �� x4941 .0,- //i////iii/iii//iii//iii////////////////////////iii////////////// -7. -201 7 EXPIRES:6/30/2017 OFFICE COPY ilistrimosoramorik NEW CONSTRUCTION EXISTING CONSTRUCTION REVISION- NO. DATE REVISION BY (NO CHANGES) 11111 4-17-2017 WINDOW CHANGES DMH IIII .IIII_ (['\ FOUNDATION LATERAL PLANSCALE: 1-0"% DRAWING TITLE LATE RAL ■ ESIGN PLAN ENGINEER: DMH CHECKED BY: DMH JOB NO. 1498 DRAWN BY: DMH DATE: 09-09-16 SHEET NUMBER SORI I � ii ! UIuz o 2'-6"x 2'-0" r`to n * e_ i 2 8' iii Vii_ LEGEND UI V 6 SHEAR WALL AND FASTENING PER SCHEDULE ON I U 0 n TABLE 1/S1.1 14") - z Q HD-XXXX HOLD-DOWN BRACKET AND ANCHOR PER TABLE ,dat - 1._\.A m (r\ NEW CONSTRUCTION EXISTING CONSTRUCTION(NO CHANGES) 1/51.2 = \- FTAO-CSXX FORCE TRANSFER STRAPPING AROUND OPENING PER DETAIL 1/S1.3 �' LEE-CSXXI FLOOR-TO-FLOOR STRAP PER TABLE 5/S1.1 alg. , O V Z FTAO C522 5'-0"x 2'-0" DS-CSXX DRAG STRUT STRAP PER DETAIL 2/S1.3 .�. ' ,T s o a i; :"4" - _.-... .i, i 2'-8" i- . - t 8' 0" TS-CSXX TENSION STRAP PER DETAIL 3/S1.3 HD-HDU2 HD-HDU2 [ -- SHEARWALL _ oGENERAL NOTES • ALL TOP PLATE SPLICES SHALL BE PER DETAIL 10/S1.1 • REFER TO SHEET S1.0 FOR GENERAL CONSTRUCTION NOTES AND rn FASTENING SCHEDULE lli 9'I • SPECIFICATIONS ON PLANS TAKE PRECEDENCE OVER GENERAL 2 0 Mir �'` NOTES ON SHEET S1.0 OOFSHEATHINGPER"WQOD • FLOORSHEATHINGANDROOFSHEATHINGPER"WOOD Lii 1 SHEATHING"NOTES ON SHEET S1.0,UNLESS NOTED OTHERWISE 0N EATHING"NOTES ON SHEET S1.0MIIFIIIIMIIIIIIIIIIIIIIIIIIIIIIII -1 2-10' 6-0. ;, Z ___ __.,.._..�.._. _ -10" - _ �0�NO LATERAL CONNECTION BETWEEN -- a Z Vn2-0"0NEW AND EXISTING CONSTRUCTION(NE 5 S" , LLI cc LuIOIISTRUCTURE FOR NEW CONSTRUCTION O CHANGES TO THIS WALL(EXISTING) Z m 0 AT FACE OF EXISTING STRUCTURE ""� 0SHLLBEDESIGNEDBYOTHERS -III0 Gi ' 'N I- MIME N UJ D DU2 HD®2 I I '� H J z H F- Q 1111111 U 0 0 ICDO ;, —i—ii!i—i!i i 3'-0" imiliiiiiiiimiiiiii� 2'-9"x 4'-0" 2'-9"x 4'-0" Ito PR Op,b NEW CONSTRUCTION - - EXISTING CONSTRUCTION _B I (NO CHANGES) OREGON L. ,, $44/4 31, ' \ - -' -2017 EXPIRES:6/30/2017 1 MAIN FLOOR LATERAL PLAN /1111111 SO.2 SCALE:Y4"=1-0" NO. DATE REVISION BY ©4-17-2017 WINDOW CHANGES DMH NI NI MI MI ._ DRAWING TITLE LATE RAL DESIGN PLANS ENGINEER: DMH CHECKED BY: DMH JOB NO. 1498 DRAWN BY: DMH DATE: 09-09-16 SHEET NUMBER SO . 2 2 MIN. END LENGTH MIN. END LENGTH /- AND NAILING PER --/ - SIMPSON STRAP (OR /- AND NAILING PER -/ �� �// SCHEDULE BELOW EQUIVALENT) AS SCHEDULE BELOW NOTED ON PLANS AND 8d AT 6" O.C. SHEATHING, NAILING, CONNECTIONS I Li * v PER SCHEDULE BELOW PER SHEAR WALL SCHEDULE ON J_ O - O 2x4 BLOCKING AT EACH -� DIAGONAL BRACE ,I 41 SHEET S1.1 0 O PLATE AND NAILING TO FRAMINGOPP v • •• • BELOW PER SHEARWALL SCHEDULE 11111111t113 O \_? ' ... TXXX2x6 STUD WALL 3/4" PLYWOOD AND NAILING PER = „� '''7L ) Q SHEET S1.0 I" SILL NAIL FLOOR JOISTS PER PLANUV O NO NAILS REQ'D (4) 10d NAILS AT EDGE NAIL la , �f O ' w t OUTSIDE OF STRAP EACH BRACE l END LENGTHS F"1 la ). \c‘(N ':•:• (2) 2x4 DIAGONAL z Q \\- BRACE@ 4'-0" O.C. AT A \ I , 40° TO 50° ANGLE FROM 4„ P.T. PLATE PER PLAN HORIZONTAL. ONE PLY MIN. 6" - SHALL EXTEND TO ROOF ANCHOR BOLT. SEE ,,-_; z MIN. END LENGTH MIN. END LENGTH FLAT 2x4 BLOCKING SHEATHING, ONE PLY \ SHEAR WALL SCHEDULE va 0 v BETWEEN WALL STUDS AS SHALL EXTEND TO , FOR SPACING /- AND NAILING PER REQ'D TO ACCOMMODATE /- AND NAILING PER -/ -III I I 1 O SCHEDULE BELOW STRAP END LENGTHS (TYP.) SCHEDULE BELOW BOTTOM OF BLOCKING - II 4'-0" G #4 CONTINUOUS MAX. I ' I '1� FORCE TRANSFER STRAP SCHEDULE 1'-6" SIMPSON __ — 3"MIN. A35 BEYOND — y -- -- f I SIMPSON END LENGTH SIZE AND NO. OF NAILS -- LABEL STRAP (b) REQUIRED (c) (a) IN EACH END LENGTHX X Ail .)/ @ 2'-0" O.C. 8" a FTAO-CS22 CS22 0'-6" (6) 8d OR (5) 10d ��► 3" C R. -, . : — -- SIMPSON A35 OR EQUIVALENT �� _ I— #4 @ 24" O.C. VERT. FTAO-CS20 CS20 0'-9" (7) 8d OR (6) 10d , ( — FTAO-CS18 CS18 0'-11" (9) 8d OR (8) 10d ' (1) #4 CONT. (2 BARS I— � '— I I ' ' REQUIRED AT JUMPS, W FLAT 2x6 FASTENED TO WALL TOP PLATE WITH (3) W FTAO-CS16 CS16 1'-1 (11) 8d OR (10) 10d 10d NAILS ON EACH SIDE OF DIAGONAL BRACE / 1'-4" PER DETAIL 1/S2.0) J ce I— FTAO-CS14 CS14 1'-4" (15) 8d OR (13) 10d LU 2 z FTAO-CMSTCI6 CMSTCI6 1'-8" (25) 16d SINKER [d] r2)GABLE END WALL TRUSS BRACING > = 0 0- Z (91SCALE: 1y2". 1.-0" UJ ct W FTAO-CMSTI4 CMSTI4 2'-2" (28) 16d [d] (3)FOUNDATION WALL DETAIL CO m CL FTAO-CMSTI2 CMSTI2 2'-9" (37) 16d [d] C7 S1 .3 (FRAMING PERP. TO WALL) _ co o SCALE: 1/2 = 1 -0 U) Cl) w a. NAILS: 16d=0.162"x3%2"; 16d SINKER=0.148"x3%4"; 10d=0.148"x3"; ®oco 0 8d=0.131"x2%2" 1--- b. •-b. EQUIVALENT STRAP FROM ANOTHER MANUFACTURER MAY BE Z SUBSTITUTED N J O c. STRAPS SHALL EXTEND TO EACH END OF SHEAR WALL SIMPSON HDU2-SDS2.5 — F- I— H d. DOUBLE 2x BLOCKING REQUIRED AT SIDES OF OPENING Z I•- Q HOLD-DOWN WITH %" 0 SHEARWALL PER PLAN LLl CO U F1554 ALL-THREAD ROD ° ° 1FORCE TRANSFER AROUND OPENING SCHEDULE °°°° 0 O o S 1 .3 SCALE:3/4" = 1'-0" ° ° (E) 2x SILL PLATE ° ° ° ° (E) 2x STUD WALL ° ° ' EDGE NAIL (E) FLOOR SHEATHING SILL NAIL , (E) FLOOR JOISTS ��� ® PR®��� (E) SHEATHING ----71 1--- � 27; (E) 2x RIM OREGON $4., 449V 31,le 6, �119�` , ,�.�2017 EXPIRES:6/30/2017 (E) CONC. STEM WALL (E) PLATE AND FOOTING PER PLAN 8" EMBED ALL-THREAD ROD -- v \ 8" WITH SIMPSON SET-XP EPDXY NO. DATE REVISION BY - iii 4-17-2017 WINDOW CHANGES DMH \\*? - -- III DRAWING TITLE _-' ---- -- I- STRUCTURAL I _ _ ._ DETAILS ' -I I I ENGINEER: DMH CHECKED BY: DMH JOB NO. 1498 DRAWN BY: DMH (4FOUNDATION WALL DETAIL DATE: 09-09-16 1 .3 @POST INSTALLED HOEDOWN SHEET NUMBER SCALE: 1y2""= 1'-O" 1 . 3 3