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13 <br />4 <br />It <br />H <br />It <br />4 <br />It <br />0 <br />H <br />DESIGNERS RESPONSIBILITY TERMINATES UPON ISSUANCE OF BUILDING PERMIT OR COMMENCEMENT OF CONSTRUCTION <br />AND IS LIMITED TO DRAFTING AND/OR REDRAFTING OF WORKING DRAWINGS IN REGARDS TO ERRORS AND/OR <br />OMMISSIONS. CONTENTS OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR <br />WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. <br />in <br />N <br />FOOTING NOTES <br />0 <br />N <br />10 <br />CRAWL SPACE FOOTINGS TO EXTEND <br />8" MIN. BELOW GRADE <br />EXTERIOR FOOTINGS TO EXTEND 18" <br />MIN. BELOW FINISHED GRADE <br />REMOVE ALL WOOD CONIC FORMS <br />PRIOR TO BACKFILLING <br />0 <br />0 <br />T <br />26' <br />EQ I EQ I EQ ( EQ I EP I EQ <br />Ir-------------- -------------------� I <br />I I I 1 <br />3 <br />I 1 <br />N <br />j I 18" x 4" CRAWL Up I A <br />I SPACE AI6C�ESS = MAINT. 18" I <br />j CLE CRAWL <br />1 1 44 POSTS X <br />A I I 4x6 @ SPLICES W I I <br />I (TYPICAL) 1 I <br />1 L 4 x 8 H.F. #2 BEAM—]_� J <br />N <br />1 r _1li 2 it <br />j 18"x18"x8" N 6 MIL BLACK POLY 3 1 1 <br />CONC FTG (TYPICAL) VAPOR BARRIER 1 1 <br />I I <br />1 1 = co LAP EDGES 12" 1 1 0 <br />1 <br />T 1 0 1 1 <br />11 X Q I I <br />I W I <br />A I ~ <br />I 1 <br />Cf) <br />1 I q <br />IL-----------------------------------� I <br />--------------- ---- — — -- — ------ <br />K <br />� <br />SIMPSON CB66 <br />OR EQUAL <br />:1 <br />M <br />Tx T CONC LANDING <br />(MINIMUM SIZE) <br />_J <br />11'-6" 1 10, <br />26' <br />1LOIL11 Ll I P M11 1 "0 Ll I ;i im 0 <br />SCALE 1 /4" = 1'- 0" <br />FOUNDATION VENT CALCULATIONS <br />520 S.F. / 150 = 3.5 S.F. NET CLEAR AREA REQ'D <br />14" X 7" VENT = .51 SQ. FT. NET CLEAR VENT AREA <br />3.5 SF (REQ'D AREA) _ 7 VENTS REQ' D <br />.51 S.F. (ACTUAL AREA) <br />0 <br />N <br />In <br />N <br />Y <br />u 5�_-P(Q> <br />t�ND� t-nrrlV� SV►�$ Q <br />Net- q <br />STUB -OUT #4 REBAR <br />AT 18" O.C. <br />CRAWL SPACE <br />MAINTAIN MIN 30" CLEAR CRAWL SPACE <br />(12" MIN UNDER BEAMS) <br />PROVIDE 6 MIL BLACK VAPOR BARRIER <br />LAP EDGES 12" <br />INSULATE FLOOR OVER CRAWL W/MIN R-30 <br />SUPPORTED AT NOT MORE THAN 24" O.C. <br />10, <br />541 <br />4'-3" <br />26' <br />T-9 1 /2" <br />16' <br />8'-2 1 /2" <br />q 4 x 8 <br />ID.F.#2 <br />4 x 8 ID.F.#2 <br />20 <br />30 <br />26136 <br />\A/ <br />O 50 C F M <br />W.H.F. <br />A <br />o <br />�\\ O� A <br />� <br />- <br />V.T.O.S. /�, /'1 <br />a' <br />100 CFM RANGE <br />LID <br />BATH HOOD V.T.O.S. <br />r <br />O C\I <br />3068 PKT <br />,n <br />T <br />o <br />T <br />F=i9' 0 �� 4'-9 1 /2" •� <br />KITCHEN <br />_ <br />- <br />. �2" X 30'11 <br />r <br />'-7 1 /2" ATTIC i <br />OLT ;ACCESS, A <br />� <br />i OS10D <br />8,_6 1 /2" <br />0 <br />N <br />N <br />O <br />3068Ln <br />W/H O <br />110 VOLT co - <br />OS. D. <br />co <br />LIVING ROOM <br />�- <br />T <br />a' Q BEDROOM M <br />co <br />� I 00 _ <br />0) <br />�) X <br />I Nt <br />I zo I L _ <br />1 <br />q <br />1 CIO <br />4 x 8 D.F. #2 3068 1 T <br />T <br />3050 3050 C4\*j 4 x 8 D. F. #2 <br />A305-0- <br />4 <br />A 8 D.F. #2 <br />I=_ <br />LID�5 <br />_ <br />SIMSO CC66 ' O O [n <br />P N <br />OR EQUAL 6x6 I X X 16x6 <br />PNt <br />OS POST <br />10, <br />11'-6" <br />4'-6" <br />Tx T CONC LANDING <br />(MINIMUM SIZE) <br />2'-6 1 /2" '-5 1 /2' 3'-3" 4'-9" 2' <br />9'-0 1 /2" 1 -11 1 /1211 <br />13' <br />13' <br />26' <br />SCALE 1 /4" = 1' - 0" <br />R602.10.6.1 Alternate braced wall panels. <br />Alternate braced wall lines constructed in accordance with <br />one of the following provisions shall be permitted to replace <br />each 4 feet (1219 mm) of braced wall panel as required by <br />Section R602.10.4. The maximum height and minimum width <br />of each panel shall be in accordance with Table R602.10.6: <br />1. In one-story buildings, each panel shall be sheathed on one <br />face with 3/8-inch-minimum-thickness (10 mm) wood structural <br />panel sheathing nailed with 8d common or galvanized box nails <br />in accordance with Table R602.3(1) and blocked at all wood <br />structural panel sheathing edges. Two anchor bolts installed <br />in accordance with Figure R403.1(1) shall be provided in each <br />panel. Anchor bolts shall be placed at panel quarter points. <br />Each panel end stud shall have a tie -down device fastened <br />to the foundation, capable of providing an uplift capacity <br />in accordance with Table R602.10.6. The tie down device shall <br />be installed in accordance with the manufacturer's <br />recommendations. The panels shall be supported directly on <br />a foundation or on floor framing supported directly on a <br />foundation which is continuous across the entire length of <br />the braced wall line. This foundation shall be reinforced <br />with not less than one No. 4 bar top and bottom. When the <br />continuous foundation is required to have a depth greater <br />than 12 inches (305 mm), a minimum 12-inch-by-12-inch <br />(305 mm by 305 mm) continuous footing or turned down <br />slab edge is permitted at door openings in the braced wall <br />line. This continuous footing or turned down slab edge shall <br />be reinforced with not less than one No. 4 bar top and bottom. <br />This reinforcement shall be lapped 15 inches (381 mm) with <br />the reinforcement required in the continuous foundation <br />located directly under the braced wall line. <br />C <br />REVISIONS <br />T <br />00 <br />('M <br />(� N <br />O <br />NM <br />00 <br />aco <br />Ln <br />O wLO <br />Z Er M <br />W ".., <br />S tM IL AW- - Lit 11�1�IV . CNq" Ov-,Ty D F.- �$00 <br />51 _C_ se�� V 6C)240. oo ' <br />W <br />T <br />X <br />O <br />m <br />O <br />0— <br />WALL BRACING PANEL SCHEDULE <br />- WALL BRACING SHALL BE CONTINUOUSLY SHEATHED WOOD <br />STRUCTURAL PANELS (CS-WSP) PER TABLE R602.10.4.1 (a) <br />- EXTERIOR SHEATHING SHALL BE ATTACHED PER <br />TABLE R602.3 (3) 6" EDGES & 12" FIELD <br />- INTERIOR SHEATHING SHALL BE ATTACHED PER <br />TABLE R602.3 (1) OR R602.3 (2) <br />APLYWOOD <br />/ OSB <br />6d nail 6" o.c. (edges) <br />3/8" x 4' x 8' <br />12" o.c. (field) <br />BG <br />W B- 1 /2" x 8' x 8' <br />5d cooler / wallboard <br />(ONE FACE) <br />nails @ 7" o.c. <br />C <br />G W B- 1 /2" x 4' x 8' <br />5d cooler / wallboard <br />(TWO FACES) <br />nails @ 7" o.c. throughout <br />D <br />STRUCTURAL PANEL <br />SIDING <br />corrosion resistant 6d nails <br />at 6" o.c. (edges) <br />4' 8' <br />3/8" x x <br />at 12" o.c. (field) <br />ONE-STORY ALTERNATE <br />8d nail @ 6" o.c. (edges) 12" o.c. <br />E <br />BRACED WALL PANEL s" X <br />(field) Blocking required at all <br />16" x 10'-0" OR LESS <br />edges. Anchor bolts two placed <br />PLYWOD OR OSB (ONE <br />at quarter points. Hold down - <br />FACE) <br />1800# at each end. (STHD10) <br />F <br />TWO-STORY ALTERNATE <br />8d nail @ 6" o.c. (edges) 12" o.c. <br />BRACED WALL PANEL 8" X <br />(field) Blocking required at all <br />2'-6"x 10'-0" OR LESS <br />edges. Anchor bolts; three <br />PLYWOD OR OSB (TWO <br />placed at fifth points. Hold down - <br />FACES) <br />3000# at each end. <br />GENERAL NOTES: <br />BRACED WALL PANEL SOLE PLATES NAILED TO FLOOR AND <br />TOP OF PLATES SHALL BE ANCHORED TO FRAMING ABOVE. <br />WHERE JOISTS ARE PERPINDICULAR TO BRACED WALL <br />LINES, PROVIDE BLOCKING UNDER AND IN LINE WITH BRACED <br />WALL PANELS. WHERE JOISTS ARE PARALLEL TO BRACED <br />WALL LINES, PROVIDE DOUBLE JOISTS UNDER AND IN LINE <br />WITH BRACED PANELS. <br />DRN BY: J. H E I L M A N <br />DATE: MAY 2022 <br />FILENAME: 22-05-02 <br />U <br />J <br />J <br />� <br />n <br />C/) <br />o <br />pC <br />Q <br />00 <br />(y) <br />z) <br />rr <br />3: <br />� <br />O <br />'It <br />J <br />� <br />Jo <br />> <br />cwnUOo <br />� <br />�m0 <br />o <br />p <br />�N�� <br />SHEET I <br />2 <br />