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1 <br /> , <br /> • <br /> DO NOT EXCEED 4'-0"SOIL z <br /> HEIGHT DIFFERENTIAL WHEN 0 <br /> BACKIFILLING WALL iii <br /> SHEAR WALL L <br /> / 5 PER PLAN \—+ <br /> cn cn <br /> 11 <br /> \S5 P.T. 2x4 MUD SILL PLATE W/ <br /> _ — %2"0 A.B. MIN. 7" EMBED W/3"x 3"x%4" O O O <br /> a U U <br /> SVb 1W1 SW SVV1 THICK WASHER AT 48"O.C. & 12" U LLu L LU <br /> FROM END OF EACH MEMBER. 2x6 BASE PLATE <br /> (NAILING PER SHEAR cn ce II <br /> U.N.O. IN SHEAR WALL SCHEDULE s 2a16 w 0 0 <br /> 1 —F> ( ) WALL SCHEDULE) SHEATHING GLUED&NAILED D U U <br /> ° RIM JOIST SHEAR FLOW NAILING FLOOR FRAMING OVER BEAM <br /> 2x10 BLOCKING <br /> I <br /> WALL FRAMING PER PLANS TO FLOOR JOISTS a, <br /> BEYOND OPENING OR SIMPSON CLIP AS SPECIFIED \ <br /> = r- = --- _ - - - - T - --; - - -{- - -I / LU <br /> IN SHEAR WALL SCHEDULE\ , � w <br /> � I I I I 1 ROOF VENT I I I #4 VERTICAL 1'\ 1 #4 TOP BAR \,f\ <br /> � �. _< 9) o <br /> 1 a BAR AT 48 O.C. ( ) <br /> MAX. SPACING \ J'' (2)#4 IN TOP 12" FOR H >8'-0" <br /> _ I I I I I <br /> I I CONCRETE SLAB& z j yI j <br /> L iu <br /> EXTERIOR REINFORCING PER g \—FLOOR JOISTS <br /> PAVEMENT FOUNDATION PLAN C9' FINISHED GRADE BEAM PER (� I PER FRAMING <br /> j I \ j FRAMING PLANS. / PLANS <br /> Q <br /> #4 VERTICAL <br /> / aCO <br /> SIMPSON PB44 POST BASE OR °'m I- <br /> � I I �I I I Q I} I I I ' ° <br /> W F- SIMPSON PC44 COLUMN � <br /> BARS @ 48" O.C. 2 w CAP MATCH TO POST w <br /> � EQUIV. DRIFT PIN.WIDTH TO z <br /> D U �Y; � �� t; z 4"PERFORATED o w �. &BEAM DIMENSIONS <br /> p MATCH POST DIMENSIONS L <br /> -� z <br /> I Q FOOTING DRAIN LL 0 <br /> SURROUND W/GRAVEL 0,4 —POST PER PLANS I N 0 <br /> 4 CRAWLSPACE GRADE �� <br /> �� U) z_ ` V 6 MIL BLACK V.B. <br /> \S5/ \ <br /> L ° a ° �? • ` k 7-.6 MIL BLACK V.B. Z a_: A g ° ° /—THROUGHOUT <br /> CRAWL SPACE <br /> Lu �C1 (2)CONT.#4 BARS THROUGHOUT YCe <br /> ce �� a• a _ CRAWL SPACE U w a A , <br /> El. I , AT BOTTOM OF FTG H n. <br /> 1 J I C_ I I I 4 PERFORATED 2 CONT.#4 BARS H W EQ.� 8" EQ.—(3)#4 BARS FOR H >8'-0" <br /> _ AT BOTTOM OF FTG 0'-4' 16" PER PLAN (2)#4 BARS MIN. EACH WAY <br /> WIDTH i >- <br /> \\ �, J 000 , 1 1 1 FOOTING DRAIN AT BOTTOM OF FOOTING U <br /> ( I I --��- 4'-8' 24" „W„ <br /> \-�- u) SURROUND W/GRAVEL EQ. 8" EQ. 8'-10' 24" (U.N.O. IN PLANS) CEZ Q <br /> �I - I I I <br /> 1'-4" ._ <br /> C� O M <br /> I I I I I I I I I I � Z O N <br /> 8" CONCRETE FOUNDATION WALL i W= i cn <br /> J I I I I I il PERIMETER FOOTING AT OPENING �2\ PER IRC TABLE 404.1 .1 (5) \3 INTERIOR SPREAD FOOTING 0 z W W <br /> �+ SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" co Q .4. cn Q <br /> 22x30 <br /> �75� \S'S\ S5 SCALE: 3/4" = 1'-0" �C v1 W Lai a* m <br /> I ATTIC <br /> I I ACC. <br /> /\ I <br /> 10-14-19 <br /> /� - \ I5 <br /> D f� -1 C <br /> 7/16u APA\ I I SHEATHING24W/ RATED OSB <br /> 2a .o <br /> P --- (4. <br /> /I I \ I @ <br /> EDGE & 12" O.C. FIELD NAILING ROOF SHEATHING EDGE /16 APA /6 RATED OSB 38799 `{ W� <br /> / \ I SHEATHING W/6d @ 6"O.C. O� '-' . <br /> ROOF V NT (U.N.O. IN NOTES) NAILING PER NOTES EDGE/12" O.C. FIELD �sipNALE1C5 <br /> _ 1"AIR SPACE W/CARDBOARD BAFFLE OVER SHEATHED TRUSS / NAILING (U.N.O. IN NOTES) <br /> - - - — DBL TOP <br /> I i f I I I I I i I \ � (EXTEND 24"ABOVE INSULATION) <br /> PLATE \ t �_ i <br /> X <br /> / IRDER TRUSS \ 4x8 I 8d @ 6" O.C. 11 <br /> i I (1)2x6 STUD END NAIL TO INTO BLOCKINGAV L <br /> / I W1 SW1 HEADER(5) 16d NAILS MIN. HEADER U.N.O. IN SCHEDULE <br /> _1 wiiiiiiiiillIllIllIlIlIllMillMmmm PER PLAN ROOF TRUSS PER <br /> 4x8 _ . RAMING PLAN <br /> SW1 SW1 <br /> a <br /> y <br /> � ROOF AREA= 1168 SQ. FT. -71 II II � MANUF. GABLE <br /> REQUIRED ROOF VENTILATION H1 CLIP AT EACH TRUSEND TRUSS <br /> 4x / 150= 7.79 SQ FT= 1121 SQ IN.L TO DBL TOP PLATE//—HE: <br /> DER (BRACE PER TRUSS <br /> I I WITH 16 BAYS OR BEAM CONNECTION MANUFACTURER) Ai X <br /> _SW1 i SW1 REQUIRED VENT <br /> 1121 /(2*16) =35.0 INA2 PER BAY PER <br /> 1 -0 <br /> ii <br /> SIDE. <br /> I <br /> DBL TOP PLATE .— <br /> ORHEADER <br /> ROOF FRAMING <br /> /I \ DBL TOP —MEMBERS PER <br /> (1)2x6 STUD FOR OPENINGS <br /> LESS THAN 6'-0"AND(2)2x6 SHEAR WALL 2x_STUDS PLATE ROOF PLAN <br /> STUDS FOR OPENINGS PER PLAN @ 16" O.C. SHEAR WALL <br /> GREATER THAN 6'-0" UNLESS . PER PLAN <br /> ROOF FRAMING PLAN NOTED OTHERWISE IN PLANS <br /> —M— \ 2x STUDS <br /> @16" O.C. <br /> SCALE: 1/4" = 11-0" <br /> 4TYPICAL HEADER COLUMN 5� TRUSS TO SHEAR WALL 6\ GABLE END TRUSS TO SHEAR WALL <br /> �+ <br /> L+CSCALE: 3/4"= 1'-0" @ C� SCALE: 3/4"= 1'-0" C / SCALE: 3/4"= 11-0" <br /> END OF SHEAR END OF SHEAR <br /> \- WALL PER PLAN WALL PER PLAN \ HANDRAIL <br /> MEM 1-1/2" DIAMETER O <br /> INSTALL 36" <br /> `^/ HOLD DOWN / ABOVE TREAD NOSE <br /> fl SW 1 I NATION PER PLAN SW 1 <br /> STHD_STRAP DES G <br /> CO a CO <br /> DESIGNATION PER PLAN ___,N" CO Q0) <br /> SHEATHING PER SHEATHING PER // N-1' <br /> SCHEDULE SCHEDULE <br /> AS SHOWN ON PLANS 3/4'T&G APA 24/6 RATED <br /> z <br /> a < <br /> PLYWD SHEATHING <br /> Q E- <br /> 3/4"x 1-1/4" co fv— <br /> DBL JOIST OR GLUED &NAILED CANTILEVERED O O •. <br /> DOUBLE STUD OR 4x_ ATTACH TO POST W/ NOSING BEAM PER PLAN TO FLOOR JOISTS BLOCK OVER JOIST PER PLAN J <br /> MEMBER. STITCH DOUBLE SUPPLIED WOOD SCREWS SUPPORT <br /> STUDS ACCORDING TO r ��� � J <br /> / <br /> STRUCTURAL NOTES PER SIMPSON SPECS. _ Y2 CDX PLYWD <br /> HDU_, PHD_AND HDQ_TYPE HOLD DOWN o RISERS I LL W <br /> SECURED TO 4x_DF#2 MEMBER PER-\ M 10" MIN "'� N \ N , , 2 Q---, Ct <br /> SIMPSON SPECIFICATIONS RUN 1/111111 <br /> r ii I Q W <br /> STHD TYPE HOLD DOWN INSTALLED OVER Z <br /> SIMPSON JOIST HANGER <br /> DOUBLE STUD PER SIMPSON �'��� —PER PLAN WHERE JOISTS <br /> >K'° SPECIFICATIONS. USE"STHDRJ"FOR M¢ ARE PERP. TO STAIR BEAM W <br /> RAISED FLOOR APPLICATIONSNEE SIMPSON A35 CLIP EACH <br /> \ RIM JOIST <br /> ANCHOR BOLT OR ALL THREAD ANCHOR ROD 3/a" CDX SIDE OF EACH STAIR <br /> PER HOLD DOWN SCHEDULE. CONSULT SIMP. - =� PLYWD STRINGER AT EACH STAIR R-21 INSULATION <br /> _; s TREADS LANDING BEAM <br /> avi CATALOG FOR PROPER ORIENTATION OF \ (3)2x12 STRINGERS @WALL <br /> ANCHOR BOLT ' ` U.N.O. IN FRAMING PLANS R-38 INSULATION OVER'a Z r BEAM PER UNHEATED SPACE <br /> SILL PLATE SILL PLATE---\ `a __/1 <br /> CONC. FOUNDATION CONC. FOUNDATION —\\ <br /> PLAN FRAMING PLANS <br /> 111 A / \�. --sommiFIRE BLOCKING AT TOP, BOTTOM 8c DETAILS <br /> —li'3 <br /> —— - 7- &AT MID SPAN.ADDITIONAL FIRE <br /> A BLOCKING ABOVE WALLS IN <br /> ° CONTACT W/STRINGERS <br /> LOCATE (1)#4 LONG. BAR ABOVE <br /> I EMBEDDED PORTION OF STRAP/ANCHOR a f REVISION: 2 <br /> I <br /> DATE: 10-14-19 <br /> 1 1/2" MIN. EDGE 5" MIN. EDGE DRAWN BY: TJM <br /> H <br /> DISTANCE DISTANCE <br /> PP- <br /> SCALE: A <br /> ELEVATIONS ���� (�� � �� PROJECT NO: W4552 <br /> S NOTED <br /> 7 TYPICAL HOLD DOWN 8� TYPICAL INTERIOR STAIRS r9� CANTILEVERED JOIST REVIEWED FOR PERMIT SHEET NO: <br /> \L+5 SCALE: 3/4" = 1'-0" �+ / SCALE: 3/4" = 1'-0" S5 SCALE:SCALE: 3/4" = 1'-0" S5 <br />