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P r • • r w <br /> 15'-3" <br /> / / <br /> F4 r 24'x 24"x 10' <br /> r � CONC.PIER W/P.T. 12"X12" PRE-FINISH CONC. <br /> (Z) 1 EASE PLATE NAILING PER <br /> SHEAR WALL SCHEDULE �-�-�• -L--1 4 X 8 P.T.GIIrrr - _ {— 6 x 6 POST TYP. PIER TO SUPPORT <br /> - ��- DECKING FRAMING TYP. <br /> (9) L----� 4'-9"MAX / ----' <br /> (3) 2. FLOOR SHEATHING PER PLAN X <br /> 3. FLOOR JOIST PER PIAN 'a 7-3' 8'-0" 14"-9" <br /> 11 4.1.1111111 (10) SCUD CONTINUOUS RIM BOARD - - ' <br /> 5. PRFAIOE(1)#4 BAR AT UPPER + -�-e+-=-�-�4____.-—f a+—- ice.-, + <br /> I. (9) 12 OF STEM WALL - � �_� O i 416 8 P.T.GIRDERS �_� -- <br /> ►_ z Fl �----� <br /> i 6. 5/8"DIAMETER ANCHOR BOLT 2X10 O 16'O.C.�4 a <br /> 6 0 72'O.C.W/7'EMBED. ar/R-�INSULATION e <br /> i ) 11---11--=1;=i 0.00..LRE SHEAR WALL In rchW TIP. 'v; <br /> 71111=11111,-11- ) SPAN <br /> --� r-� r--i 4 X 8 P.Tr61RDER r--i r--i r--I <br /> 7. j4 0 48"0.C.W/STANDARD CRAWL SPACE 1 --e+ --rte-+ -1-a-r-- i®i - _1 +a-+---+e I <br /> o m HOOKS ALTERNATE BENDS ACCESS �C:57 <br /> 1 I�zII i <br /> °- io 8. (2)/4 BARS CONTINUOUS AT ` <br /> (7) i BOTTOM OF FOOTING F2 F3 <br /> 9. EDGE NAIUNG PER SHEAR WAIL <br /> In irjemEM io SCHEDULE <br /> '5.-'i72:1- � llLi 8) 10. 16d TOE NAILS 0 6'O.C. DRILL&EPDXIED (2) /4 BARS <br /> TOP &BOTTOM OF STEM WALL. <br /> IiiEn 5" MIN. EMBEDMENT INTO <br /> EXISTING STEM WALL&10' TO <br /> F1 CRAWL SPACE FOUNDATION. NEW WALL <br /> SCALE:N.T.S. <br /> (1 <br /> (2) 1.USING RETAINING WALL <br /> (3) 2.IrW STEM WALL&FOOTING PER <br /> L. 3.14 HORIZONTAL REINFORCEMENT �� <br /> PER STEM WALL DETAIL <br /> r <br /> 4.DRILL&OTTOM (2) M4 BARS �"' <br /> TOP IN BOTTOM OF STEM WALL, O <br /> 5'MIN.EMBEDMENT TO COSTING <br /> STEM WALL A 10'INTO NEW <br /> r--I WAIL <br /> (4) \ <br /> X. <br /> 5" 10'MIN \\Q� <br /> PLAN VIEW �\ <br /> F2 CONCRETE WALL AT EXIST WALL ��� <br /> 0 <br /> SCALE:N.T.S. o <br /> (2) /��� <br /> (3) (4) 1.ERST1NG FLOOR JOISTS `\ <br /> _...... 2.IXISRNG RIM BOARD \C2 <br /> 1111VVF I1 3.NEW 2x10 LEDGER SECURED TO <br /> III( EXISTING'I EXISTING RIM BOARD W/1/4'X4' <br /> II SCREW 0 6'O.C.STAGGERED <br /> (EACH ROW) <br /> Z 4.NEW FLOOR JOIST PER PLAN <br /> x <br /> ro 5.EXISTING STEM WALL FOUNDATION <br /> (5) N%%N%N' <br /> OFLR. JST. PARALLEL TO EXISTING WALL <br /> SCALE:N.T.S. <br /> F3 <br /> (9)—\ <br /> (1) 1.WOOD COLUMN PER PIAN(Z) 2.SIMPSON PB POST BASE AS <br /> (3) OCCURS(U.N.O ON THE PUN) <br /> I (4) 3.#3�AT 10O.C.AT <br /> (5) 5) PROPOSED FOUNDATON FRAMNG PLAN <br /> BEND FOR PEDESTAL <br /> II <br /> - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SCALE: 1/8' = 1'-0" <br /> 5.FINISH GRADE OR CONCRETE - SOFFIT,VENT,AND INSULATE ALL CANTILEVERED AREAS <br /> -- y SLAB WHERE OCCURS <br /> 7;i,;,-, iP ,;- ,;,-,, PROVIDE SOLID BLOCKING OVER SUPPORTS <br /> �. :i,,,,, o��,,, 6.12'SQUARE CONCRETE <br /> PEDESTAL(OPTIONAL) - ALL FOOTINGS TO REST ON UNDISTURBED SOIL / <br /> (711 (8) 7. CONCRETE FOOTING - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN / <br /> ME-rag8. 2-14 BARS EACH WAY(U.N.O. IN PROVIDE SOLID FRAMING EQUAL TO THE W1DTH OF THE MEMBER BEING SUPPORTED(U.N.O.) <br /> ill, <br /> ON THE PLAN) - PROVIDE COPY OF CONCRETE"BATCH TICKET"ON SITE FOR REVIEW BY BUILDING OFFICIAL <br /> r.7.7.,:.1..!'•::;:: , - SOILS BEARING CAPACITY 1500 psf,TO BE VERIFIED BY OTHER <br /> .!.:::Li-.';::;...1,'• i.. :�� 9. ARCHTTECNRAL COVER,SEE <br /> .' ..):1,!::;`�:':'.y:I a ARCHITECTURAL DRAWINGS FOR - CONCRETE 2500 psi AT 29 DAYS N O RT H <br /> ADDfT0T4Al INFORMATION - CONCRETE 3000 psi AT 29 DAYS IF EXPOSED \ <br /> PER PLAN <br /> 0 F4 WOOD COLUMN AT FOOTING <br /> SCALE N.T.S. <br /> T & L HOME DESIGN A5 DATE: <br /> NGUYEN RESIDENCE 09-0B-14 <br /> ADD: 1313 E. 61stINIT: <br /> ST. F o U N D AT I ® N P LA 10805 HOLLY Dr. T.N. <br /> TACOMA, WA 98404 EVERETT, WA 98204 <br /> TEL: (253) 441-1651 PARCEL NUMBER: 537900002106 6 PROJECT/: E1 <br /> ,_ 7..„, <br /> 1 <br />