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1p A <br /> WASH <br /> REv39¢ISTP6o <br /> J <br /> J <br /> 41 'o f <br /> M <br /> x <br /> y� o � <br /> Se1A. T' S <br /> QS 5a00 rRdy.� a� <br /> ------ <br /> "`7pps �. ------------------------•--------- V <br /> . Gi——— -- -- viz D <br /> ------- -- — — -- — -- -------~— o <br /> I ® I � I <br /> L_J , ---- ----- 4 <br /> EXIST.CRAWL SPACE Qy p <br /> ':I r FRAMING AND FOOTING �� Z i <br /> CONFIGURATION A55UMED 0 0 n <br /> eoo L ro V p <br /> 9 <br /> r—, t3¢ <br /> W <br /> 5801 L-J <br /> 4i4 TJI-IIO•Ib"oc I :,' _ 4 6su. <br /> z.o <br /> 14 I .d><6 . q,J I t.;. r-7 2a. r--� a <br /> ® ..:..,...:,,.J 4x <br /> OO I I ---- I <br /> BTL <br /> 315xI1 •P9LL—J —J L—JI ' I v is ENGINEERING <br /> jl a <br /> I I�9qp �2JS I 2x6®I6"oc �� `ioo°°°rv`°�a <br /> I o <br /> 4xa - <br /> L J I <br /> r—, Ijlg <a <br /> '<' i/ I seol aoo ZZ z <br /> 2xb 016"oc I ` <br /> £ Ns TJI-110®16"ocm <br /> `T L J EX.6x6(TYP) �T <br /> Huc I ® I <br /> 4 Nq��a 5°0o a //Wi� <br /> aoo ------ I 5EE 8F V a I _ I r' �c <br /> ------------- <br /> �'� N <br /> b00 <o <br /> LLI <br /> �Y N <br /> a� W <br /> Z� o <br /> Za � <br /> 'o oe <br /> LEGEND FOUNDATION/FLOOR FRAMIN6 PLAN NOTE5: <br /> I. SLAB-ON-GRADE SHALL BE 4"THICK WITH 6x6 WI.4xWl.4 WWM AT CENTER,U.O.N. SLAB SHALL BE `u <br /> POURED OVER b MIL VAPOR BARRIER PLACED OVER FREE-DRAINING GRANULAR FILL. ITi <br /> DETAIL GALL-0IJT 5EE ARCHITECTURAL DRAWINGS FOR 5LA5 PEPRE55ION AND SLOPE REG IREMENT5. WWM MAY U a <br /> BE OMITTED IF 5LA5 15 REINFORCED WITH FI5ROU5 REINFORCEMENT PER GENERAL STRUCTURAL J <br /> Mal ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/6900 NOTES' <br /> Li <br /> 2. PROVIDE CONSTRUCTION/CONTROL JOINT IN SLA85 PER ARCHITECTURAL DRAWIN65. AREAS d' <br /> ,., SHALL BE APPROXIMATELY 5QUARE AND 400 SQUARE FEET OR LESS. SEE 16/5600. D <br /> SLAB-ON-GRADE PER PLAN NOTE H- <br /> 5. THE CONTRACTOR SHALL DETERMINE ACTUAL FOOTING,ELEVATIONS BASED ON FINAL 6RADE5. Ld <br /> U <br /> BOTTOM OF FOOTINGS SHALL BE SET ON COMPETENT,PROPERLY COMPACTED SEARIN6 SOIL <br /> FOUNDATION WALL BELOW FROST DEPTH. FROST DEPTH•I'-&" _ <br />'S 4. FOOTINGS MAY BE LOVIERED OR MODIFIED PER II/5600 TO AVOID BELOW GRADE PIPES AND U <br /> [___I BEARING OR SHEAR WALL ABOVE CONDUITS. <br /> 3 Q <br /> a 5. ANCHOR BOLTS FOR EXTERIOR WALLS SHALL BE SHEAR WALL TYPE PI-6,U.O.N. !1 O <br /> s <br /> 6. FLOOR SHEATHING SHALL BE%'THICK T46(PANEL SPAN RATING,4a/24), FASTEN SHEATHING CRAW SPACE P05T BELOW TO FRAMING,WITH O.IBI.Ox75"NAILS®6"oc,EDGES,AND®10"00,FIELD. DIAPHRAGM NAILING Z a a <br /> AS INDICATED ON THE DRAWIN65 SHALL EE 0.151"Ox23"NAILS•6"oa. SEE DRAWINGS FOR O <br /> O FOOTING GALL OUT SEE 6/5600 OTTER SHEATHING NAILING REQUIREMENT5. GLUE SHEATHING,TO ALL FRAMING MEMBERS AND U <br /> BLOCKING BELOW WITH ADHESIVE CONFORMING TO A.P.A.SPECIFICATION AF6-01. <br /> } <br /> T. EXTERIOR WALLS SHALL BE SHEAR WALL TYPE PI$WITIi 2x6 STUDS 0 16"oc,U.O.N. m 3 a w <br /> INTERIOR WALLS SHALL BE 2x4 STUDS®16"oc,U.O.N. p = <br /> p n <br /> WHERE ADJACENT SHEAR WALLS ARE N A TSHE NAIL ENDS ES PI-,1-1 PER-4,P2-. SEE O <br /> P2-2. FOR SPECIAL STUD REQUIREMENTS AT-..—.R WALL TYPES PI-S,PI-2,P2-4,P23,AND N <br /> P2-2. <br /> 5. BUILT-UP STUD GROUPS IN WALLS SUPPORTING BEAMS,P0575 OR 61RDER TRU55E5 ABOVE U 6 <br /> SHALL BE(2)STUDS,U.O.N. SEE GENERAL STRUCTURAL NOTES FOR FASTENING REQUIREMENTS. O <br /> CITY OF EVERETT N <br /> REVIEWED FOR PERMIT — <br /> ,� FOUNDATION PLAN I� <br /> 1 Q, 2. 4: g J)N Q Q <br /> m N <br />