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PLANS 1 - 17-00208 - 656 Hillside Dr - New SFR
rr LL U) 3 U 0o Z N M d CL T /0 = VJ LO CD a 52�4y H5-1 SI V5-1 tp S3 V4-1 < S2 1 F1 Ell:= S� SHEAR WALL NOTES ��'`�N`° �40 �� 54 All 2. 1, ALL EXTERIOR WALLS ARE DESIGNATED SHEAR WALLS,7� � 2. ALL FRAMED SHEAR WALLS SHALL BE 2x6 6 16" O,C, 151 3, PROVIDE i/16" APA RATED SHEATHING WITH S1 1-I-1-1 W SD NAILS is 6II D.G. AT PANEL EDGES AND 12" O,G, IN THE FIELD. BLOCKING 15 REQUIRED AT ALL S1 PANEL EDGES, f 392 PLF) 1 � V6-1 I S2 4, PROVIDE 7/16" APA 'RATED SHEATHING WITH �,���m0 \10 S1 8D NAILS 6 4 O,C, AT PANEL EDGES AND 12 O.G. IN THE FIELD. BLOCKING IS REQUIRED AT ALL < S1 PANEL EDGES, (602 PLF) S3 5, PROVIDE -1/16" APA RATED SHEATHING WITH SD meq-,© HS -1 NAILS a 3 O,C, AT PANEL EDGES AND 12 O,C, IN THE FIELD. 3" NOMINAL BLOCKING IS REQUIRED AT ALL PANEL EDGES INCLUDING THE SILL PLATE.��� NAILS SHALL BE STAGGERED. (110 PLF) NOTE: 1 1/2" 16 GAGE STAPLES MAS' BE USED INSTEAD 54 6, PROVIDE -1/16" APA RATED SHEATHING WITH &D OF SD NAILS AS FOLLOWS: NAILS 6 2" O,C, AT PANEL EDGES AND 12" O,C, IN THE V3-1 II S1 SD NAILS e 6" O,C, = 1 1/2" 16 GA, STAPLES AT 4`I O.C. FIELD, 3 NOMINAL BLOCKING IS REQUIRED AT ALL SD NAILS 10 4" O.G. = 1 1/2" 16 GA. STAPLES AT 3" O,C, PANEL EDGES INCLUDING THE SILL PLATE. NAILS SHALL BE STAGGERED, (1022 PLF) o SD NAILS 0 3" O.C. = 1 1/2" 16 Gro. STAPLES AT 2" O,C - Sa -1, PROVIDE -1/16" APA RATED SHEATHING BOTH SIDES ALTERNATE HOLD DOWN SCHEDULE STHDIO OR STHDIORJ USE HDU4-SDS2.5 W/ 5/8" ALL -THREAD EPDXIED IN PLACE - S" EMBEDMENT, STHD14 OR STHD14RJ USE HDU5-SD82,5 W/ 5/511 ALL -THREAD EPDXIED IN PLACE - S" EMBEDMENT. WOOD SIDE MEMBER THICKNESS - 3" MIN, q, --11-1 q'011� 4 �o s, q SI V2-1 CONTRACTOR'5 RE5FONSI5IL1TY l' OF THE WALL WITH SD NAILS 10 4" O,C, AT PANEL EDGES AND 12" O,C, IN THE FIELD. 3" NOMINAL BLOCKING IS REQUIRED AT ALL PANEL EDGES INCLUDING THE SILL PLATE. NAILS ON EACH SIDE SHALL BE STAGGERED. (1204 PLF) ALL FOLD DOWNS ARE SIMPSON BRAND AND 814ALL BE INSTALLED PER THE 'MANUFACTURERS REQUIREMENTS, ALL EXTERIOR WALLS SHALL BE NAILED PER 51 UNLESS NOTED OTHERWISE. N q U F_L0_0_.__5HEA LLS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS &HALL BF REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY 5E PROPOSE -J aY THE CONTRACTOR 1F HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER. CILANGE"v- SHALL SE FORIWARDIFD TO THF ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, VI -2 `04- ro O 41-011-- -- - - - ' Otl DOUBLE 2x STUD II Ili II II II III II I@ I I II II I!I II I _ III _ II ,I I I tl li III Ik II! I I II II I!i fl Id I I 19 sl I I II II 111 11 II I I 91 II I I it it II I! II I I Il fi I � II II III II II I I If II I I PI lI III II II I I II II I I II II III II Il I I II 'I I I II 91 III II 11 I I II LSL RIM JOIST OSB SHEATHING CONCRE7E WALL 3x. BLOCKING DETAIL I_ 41-011 J. 41-01' _I 2x BLOCKING 2X6 's Iro" O.C. WALL l OSB SHEATHING: ENGINEERED WOOD FLOOR JOIST LSL RIM JOIST—/2x PT S#LL PLATE LSL RIM J01ST : e ANCHOR BOLT e I III II II II III I II I ! I I III II II III II II I I II II I,I II 119 II 91 I I 91 II III II -------- - - -- 1F —I I — l l II I I II II 111 11 Il I I II I! I I II II I,I II II I I II II ! I II ql III 11 Iq I I II I I II II iii fl II b i II II I I II II III II II I I 11 O II I I II iE III II II I i II � I I I I I I I III I I I I I I; OSB SHEA7HIN II I l II ql III II II I I II I I II i III ll II 4 II II I I II II II II Iq I I I! OSB SHEATHING—/DOUBLE 2x STUD CONCRETE WALL ANCHOR BOLT 3x BLOCKING DETAIL (GARAGE WALL) H2-2 2x6 STUDS - AT 16° O,C, MAX, - TYP STILE) MAIN IOD NAILS THRU SHEATHING TO BEAM TYPICAL 2x BLOCKING= ?x6 a 16" O,c, 11ALL 2x BLOCKING 2x PT SILL PLATE SEE BEAM SCHEDULE :::::: ---- -----— SEE SHEAR WALL DRAWINGS FOR(4) OF 2X6 SHEAR WALL NOTES AND HOLD DOWNS. TYPICAL EXTEND SHEATHING FROM DASHED LINES INDICATE SILL PLATE TO TOP OF BEAM. NAILING AT BEAM SHALL BE SECOND HEADER (20) IOD NAILS AT 2" O.C.. ONE VIII VIII IF APPLICABLE ROW TOP AND ONE ROW BOTTOM AND ONE ROW CENTERED. ------------ WALL FRAMING AT GARAGE DOORS 5/18/17 DRAWINGS t SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN PROPERTY OF DESIGN INTELLIGENCE, LLC. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN FART FOR ANY PROJECT OR PURPOSE WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DESIGN INTELLIGENCE, LLC. N C� r_ 4 C14 �r p + !!uu z Z 4 W (21 lX n 5 tiss WA •, y4p`a r e��`� n s s s✓ � � F T t. WA • °oMA c z� O IS! Lu z � d A V � CCA LU dJ � z W � Lu f- I Qui Op Lu r }( ct) U1 O� UL O d x W 0 Q