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NEW EXISTING <br />- - - - PT2x10 -z_ <br />' W6 <br />SHEAR WALL SCHEDULE (7/16" OR 15/32" SHEATHING W/ DF STUDS & 8d FASTENERS) D <br />Immm I PT xi 1'-. 4" 3 <br />BLOCKING <br />AND STUD <br />WALL SHEATHING <br />NAIL SPACING <br />SIZE @n <br />RIM MOIST OR <br />APA-RATED <br />(cJ ALL <br />ADJOINING <br />BLOCKING CONN. <br />WALL MUD SILL PLATE AND <br />WALL <br />STRUCTURAL-1 <br />SHEATHING <br />SHEATHING <br />TO TOP PLATE <br />MALL BOTTOM PLATE & ATTACHMENT TO WOOD <br />ATTACHMENT TO CONCRETE <br />TYPE <br />[1,2,13,141 <br />EDGES (4,5,6] <br />EDGES [3,7,141 <br />BELOW 18,9,101 <br />STRUCTURE BELOW (16,171 <br />STRUCTURE BELOW [11,12,151 <br />W6U <br />15/32 OR 7/16 <br />6" O/C <br />NONE <br />CUP @ 48" O/C <br />2x PLATE 0.162" 0 x3 1/2" NAILS @ 12" O/C <br />2x PLATE 5/8" AB cz 72" 0/0 <br />W6 <br />15/32 OR 7116 <br />6" O/C <br />I 2x. <br />CLIP @D32" O/C <br />2x PLATE 0.162"0x3 1/2" NAILS @ 8" O/C <br />2x PLATE 5/8" AB @ 48" O/C <br />W4 <br />15/32 OR 7/16 <br />4" O/C <br />1 3x <br />CLIP @b 20" O/C <br />2x PLATE 0.162"0 x31/2" NAILS P 6" O/C <br />2x PLATE 5/8" AB @ 42" O/C <br />1x4 T&G DECKING I I 52.1 <br />BY OTHERS <br />PT4x10 f a <br />_ PT 2x12 STAID STRINGERS I <br />Lm ( I i , <br />1 I ! L <br />[1) INSTALL SHEATHING EITHER HORIZONTALLY OR VERTICALLY. [0] FRAMING CLIPS: SIMPSON A35 OR LTP5 OR APPROVED ir i i <br />PROVIDE 1/8" GAP BETWEEN ALL ABUTTING PANEL EDGES. EQUIVALEI�IT, GEE DETAILS. i i o i i i I <br />(21 WHERE SHEATHING IS APPLIED ON BOTH FACES, PANEL [10] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF PT2 10 1' _ 4 <br />LAYOUT SHALL BE OFFSET SUCH THAT THE ABUTTING PANEL NAILS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. a , I , , DN, I I I� I <br />JOINTS ON EACH FACE DO NOT OCCUR OVER A COMMON (SHARED) STAGGER NAILS IN ROWS 1-1/2" APART MINIMUM. �O� <br />STUD OR DOUBLE STUD. OFFSET VERT PANEL JOINTS ON EACH [111 TYPICAL SILL ANCHORS AND PLATE WASHERS SHALL RE PER I i i i i i <br />FACE BY 16" HORIZONTAL, MIN. TYPICAL DETAIL. I I I i i i i i <br />(31 BLOCKING IS REQUIRED A`f ALL SHEATHING EDGES. SEE [12] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE I - <br />i <br />SCHEDULE FOR SIZE. CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED- <br />[41 PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTORa Y< W6 <br />E111T1R C LENGTH OF THE WALLS INDICATED ON THE PLA]mS. ENDS <br />OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, <br />PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN <br />CONTACT WITH PRESSURE TREATED FRAMING MEMBERS AND/OR <br />BY OTHERS 14) <br />PT4x10 <br />DOORWAYS OR AS DESIGNATED ON PLANS. REFERENCE PLANS FOR <br />WHERE EXPOSED TO MOISTURE/HUMIDITY. <br />$"�� <br />HOi_DOWN LOCATION AND SIZE. <br />[131 DO NOT APPLY WOOD SHEATHING OVER GYPSUM BOARD. <br />[5] SHEATHING EDGE NAILING IS REQUIRED AT ALL SHEAR WALL <br />[141 AT ADJOINING SHEATHING EDGES, DOUBLE 2x STUDS NAILED <br />THICKEN SLAB TO 12" MIN, <br />Oc4'r� <br />END POSTS. WHERE END POST IS COMPRISED OF MULTIPLE 2x <br />TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. FASTEN <br />FOR V- 0" WIDE STRIP <br />MEMBERS, STAGGER EDGE NAILING EQUALLY TO EACH MEMBER; IN <br />DOUBLE 2x STUDS TOGETHER WITH 3" LONG NAILS WITH THE SAME <br />BELOW STAIR STRINGERS <br />ADDITION, SISTER EACH MEMBER PER SHEAR WALL NOTE [141. <br />DIAMETER AND AT THE SAME SPACING AS THE EDGE NAILING. ALL <br />`�tp <br />(61 NAIL SIZE TO BE 0.131"0 (OR 0.113"0 IF HDG) WITH MINIMUM 1-3/8" <br />BUILT-UP END POSTS SHALL BE NAILED SIMILARLY. <br />PENETRATION IN STUD. STAGGER NAILING AT SHEATHING EDGES <br />[151 SEE STRUCTURAL NOTES FOR SPECIAL INSPECTION <br />WHEN NAILS ARE SPACED AT LESS THAN 4". <br />REQUIREMENTS. <br />r' <br />W6 <br />[7] INTERMEDIATE FRAMING SHALL BE 2x MINIMUM MEMBERS. <br />[161 PROVIDE (2) ROWS OF NAILS WITH 1/2" ROW SPACING TO RIM <br />All <br />�� <br />ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"OV- <br />JOIST WHERE BOTTOM PLATE NAILING IS 3" O/C OR LESS. <br />1/2" NAILS AT 12" O/C WHERE STUDS ARE SPACED AT 16" O/C AND <br />[171 WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, PROVIDE <br />�+ <br />— <br />0.131"Ox2-1/2" NAILS AT 6" O/C WHERE STUDS ARE SPACED AT 24" <br />DOUBLE RIM OR BLOCKING IN ACCORDANCE WITH DETAILS) AND - <br />— - - — - <br />- - <br />O/C. <br />ONE ROW OF PLATE NAILING TO EACH PLY. <br />[81 BASED ON 0.131"Oxi-1/2" NAILS USED TO ATTACH FRAMING CLIPS <br />DIRECTLY TO FRAMING. USE 0.131"Ox2-1/2" NAILS WHERE INSTALLED <br />OVER SHEATHING, <br />HE ALL SCHEDULE NOTES 8d _MAIN FLOOR FRAMING PLAN <br />12" = V-0i � v-w <br />SHEARWALL <br />ENDPOST SCHEDULE <br />TYPE <br />DESCRIPTION <br />SWEP - 1 <br />(1) 2x4 MIN DF#2 <br />SWEP - 2 <br />(2) 2x4 MIN DF#2 <br />SWEP - 6 <br />(1) 6x6 MIN DF#2 <br />NOTE <br />SWEP SIZE. SHOWN IS MINIMUM AND MAY REQUIRE <br />ADDITIONAL STUDS PER HEADER & OTHER DETAILS <br />FOOTING SCHEDULE <br />MARK SIZE DEPTH REINFORCINGD ESQ IPDETAIL REF <br />WF1.3 V-4" 8" (2)#4 CONT LONGITUDINAL CONT STEMWALL FOOTING 1/S4.0 <br />WF2.0 2'-0" 81' (2)#4 CONT LONGITUDINAL CONT STEMWALL FOOTING 1/S4.0 <br />A <br />NEW <br />EXISTING <br />r-J <br />(E) CRAWLSPACE <br />j f <br />(E) PIER & FTG TO <br />REMAIN, TYP �1 <br />G <br />./E(STEMWALL <br />Y BELOW v� BALL0 /WF13 <br />(E) CONC STEMWALL <br />(E) CONIC STEMWALL <br />SHEATH () PONY WAAme SHEAR <br />WALL. ADD CONK ION <br />HARDWARE PE CHEDULE, <br />NOTE: <br />SEE 3 / S4.1 FOR TYPICAL HEADER <br />FRAMING AND SIZES. <br />2x10] V - 4" <br />PT 2- LEL <br />HUC - <br />PT2x10 TAPPERED @ V - 4" <br />j MIN 7-114"' DEPTH <br />FORCE TRANSFER SHEAR <br />WALL PER D411AS4.1 I <br />ED 1 <br />c� <br />n�-�• <br />w Ct SHTG PER <br />i <br />PT2x8 <br />DECKING BY _Ij <br />F-77 x OTHERS <br />I® <br />3 <br />i I S2.1 <br />SIM W/ DIFFERENT JOIST <br />DIRECTION <br />a. <br />0 I PT 2x12 STAIR STRINGERS <br />i i i i i i YI� C3- <br />� <br />a. D i i <br />i i i i i <br />THICKEN SLAM TO 12" MIN <br />FOR V- 0" WIDE STRIP <br />BELOW STAIR STRINGERS <br />x -� <br />W47_m�Y7 I �� <br />_ PT2x8 4R <br />_ BY OTHERS- — _ <br />-- I e—8-11 FIREPLACE <br />\ 2 <br />�- INSTALL HDU PERP TO WALL, 52.1 <br />ENSURE ANCHOR BOLT MIN <br />EDGE DISTANCE OF `l" WOOD FLAMED <br />FIREPLACE/CHIMNEY <br />ENCLOSURE BY OTHERS <br />EXISTING NEW <br />i <br />24' - 0" <br />WF1.3 <br />, <br />r ib <br />VENT PER ARCH, <br />TYP <br />s". <br />CRAWLSPACE <br />W6 ,1 <br />fmi <br />am <br />1 CRAWL SPACE ACCESS IN PONY <br />WALL PER TYP HEADER DETAIL. <br />< WF2.0 LOCATION BY OTHERS. <br />2x6 PONY WALL <br />- - - <br />~- (E) PONY WALL ON mm m- <br />(E) STEMWALL <br />NO p STAIR -ON -GRADE <br />woo PER DETAIL 8 i S4.0 I <br />3„ SLAB -ON -GLADE W/ i <br />11 <br />i DN <br />I' CELLAR DOOR <br />i 4 PER MFR <br />2 <br />S2.1 <br />ell <br />0 <br />#3 Kx 18 O/C EA WAY <br />I <br />. <br />m <br />(OR SUBMIT FIBER IN <br />I <br />LIEU OF REINF.) <br />OWF1,3 <br />r <br />NOTE - <br />CONNECT ALL NEW FOOTINGS TO (E) FOOTINGS ray/ (3) # <br />4 x 30" DOWELS INSTALLED W/ 5" EMBED AND EPDXY <br />PER SN. SPECIAL INSPECTION OF ADHESIVE NOT <br />REQUIRED DUE TO LOW CAPACITY REQUIRED. PROVIDE <br />2 1/2" MIN EDGE DISTANCE AND 8" MIN SPACING. <br />POUR NEW <br />STEMWALL TO ALIGN <br />j w/ SWEP ABOVE <br />PERMIT <br />07112/2019 <br />