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DO NOT EXCEED 4'-0"SOIL z <br /> HEIGHT DIFFERENTIAL WHEN O <br /> BACKIFILLING WALL Eii <br /> SHEAR WALL <br /> LI <br /> PER PLAN \--J--- <br /> P.T. 2x4 MUD SILL PLATE W/ N O O O <br /> %2" 0 A.B. MIN. 7" EMBED W/3"x 3"x%4" <br /> r" THICK WASHER AT 48"O.C.& 12" a~. U U <br /> FROM END OF EACH MEMBER. 2x6 BASE PLATE <br /> -I (NAILING PER SHEAR U X x <br /> SW1 & SW1 4x8 SW1 SW1 (U.N.O. IN SHEAR WALL SCHEDULE) cn 8 <br /> I -L f WALL SCHEDULE) 3/4"T&G APA 24/6 RATED PLYWD w O O <br /> r 2x10 BLOCKING o U U <br /> ) WALL FRAMING RIM JOIST SHEAR FLOW NAILING FLOOR FRAMING SHEATHING GLUED&NAILED <br /> PER PLANS OVER BEAM TO FLOOR JOISTS <br /> BEYOND OPENING OR SIMPSON CLIP AS SPECIFIED rn <br /> I <br /> H - - - - - - - - - --,a - - I I IN SHEAR WALL SCHEDULE \ � 1 Lu rn <br /> #4 VERTICAL ii: �, <br /> ! BAR AT 48"O.C. \ (1)#4 TOP BAR �� o o) o <br /> - I MAX. SPACING I (2)#4 IN TOP 12" FOR H >8'-0" \ <br /> II <br /> I ` CONCRETE SLAB& `i �` L <br /> - - _ EXTERIOR REINFORCING PER J Yx - N <br /> \ PER FLOORJOISTSI- I PAVEMENT� FOUNDATION PLAN =. FINISHED GRADE BEAM PER ; � PER FRAMING <br /> FRAMING PLANS. / PLANS <br /> - } - - - - aco <br /> o o / #4 VERTICAL ~ SIMPSON PB44 POST BASE OR rn <br /> SIMPSON PC44 COLUMN rn <br /> J •° BARS @ 48"O.C. w CAP MATCH TO POST 00 H <br /> 1 t ", � 1 4" PERFORATED o w EQUIV. DRIFT PIN.WIDTH TO ,� w <br /> PREMANUFACTURED TRUSSES z a / w MATCH POST DIMENSIONS \ &BEAM DIMENSIONS -clM z <br /> H - - @ 4"0/C TYP. - - r 1 g FOOTING DRAIN LL <br /> Cs105 <br /> POST PER PLANS ; N U <br /> - I SURROUND W/GRAVEL \ CRAWLSPACE GRADE o' <br /> _J-LL---, <br /> - cn � <br /> rfl <br /> .- 6 MIL BLACK V.B. <br /> w - - - - i - Co - t \--6 MIL BLACK V.B. Z g� THROUGHOUT <br /> > , . LTHROUGHOUT Y �' . / CRAWL SPACE <br /> a /1 � (2) CONT.#4 BARS U I a <br /> w a CRAWL SPACE w <br /> O -AT BOTTOM OF FTG z a� ° ` <br /> - - - - - - - -� 3 #4 BARS FOR H >8'-0" ~ <br /> b4H W EQ. 8" EQ. O <br /> ! ( F'00 TNG DRAIN (2) CONT. #4 BARS <br /> WIDTH (2)#4 BARS MIN. EACH WAY Q <br /> AT BOTTOM OF FTG 0'-4' 16" _--_'- } <br /> _ r C SURROUND W/GRAVEL 4'-8' 20" "W" <br /> PER PLAN AT BOTTOM OF FOOTING <br /> o O - \ I EQ. 8" EQ. 8 ^ U.N.O. IN PLANS) U <br /> o I � 1'-4" ►- J o <br /> a o <br /> _ii - _ _ _ _ 8" CONCRETE FOUNDATION WALLct E 2 co <br /> r <br /> D <br /> - ( PERIMETER FOOTING AT OPENING r.2 PER IRC TABLE 404.1 .1 (5) (3 INTERIOR SPREAD FOOTING 1-- U z 2 <br /> \LI 5� SCALE: 3/4" = 1'-0" \ S5 SCALE: 3/4" = 1'-0" \ C C <br /> �r _ �7J \\�7J SCALE: 3/4"= 1 0" CO� ¢ � � 6 Ti � <br /> ft 22x30 <br /> ATTIC -1 <br /> I <br /> ACCESS ; <br /> _ 10-14-19 <br /> 1 <br /> _ 44.„S .F WASg,oe) <br /> __ -I C /s"APA 24/16 RATED OSB <br /> _ _ _ O SHEATHING W/6d @ 6"O.C. , <br /> 0, EDGE & 12" O.C. FIELD NAILING ROOF SHEATHING EDGE ��s"APA 24/6 RATED OSB �� <br /> (U.N.O. IN NOTES) NAILING PER NOTES SHEATHING W/6c1@ 6" O.C. o��� 96 <br /> 1"AIR SPACE W/CARDBOARD BAFFLE OVER SHEATHED TRUSS / EDGE/ 12" O.C. FIELD % VOCs <br /> DBL TOP NAILING (U.N.O. IN NOTES) <br /> FI- PLATE (EXTEND 24"ABOVE INSULATION) <br /> @ " <br /> - - r 8d 6 O.C. _ <br /> (1)2x6 STUD END NAIL TO <br /> HEADER INTO BLOCKING <br /> HEADER(5) 16d NAILS MIN. \` U.N.O. IN SCHEDULE <br /> PER PLAN <br /> ROOF TRUSS PER <br /> / 7Limil.1111.11111 FRAMING PLAN <br /> 77 <br /> Imo' <br /> MANUF. GABLE <br /> - - - - I 4x8 I H1 CLIP AT EACH TRUSS END TRUSS <br /> C SWI SW1 -TO DBL TOP PLATE/HEADER (BRACE PER TRUSS <br /> I� I 4x8 J 1 4x8 _ 1 rill <br /> 1 -0 OR BEAM CONNECTION MANUFACTURER) X_ X <br /> SW1 SW1 SW1 I ROOF AREA- 1180 SQ. FT. _ _DBL TOP PLATE �� <br /> REQUIRED ROOF VENTILATION OR HEADER <br /> 1180/ 150= 7.06 SQ FT= 1133 SQ IN. ROOF FRAMING <br /> • 6 WITH 20 BAYS (1)2x6 STUD FOR OPENINGS \ DBL TOP MEMBERS PER <br /> S5 REQUIRED VENT LESS THAN 6'-0"AND(2)2x6 SHEAR WALL 2x_STUDS PLATE ROOF PLAN <br /> 1133/(2*20) =28.3 INA2 PER BAY PER STUDS FOR OPENINGS PER PLAN @ 16" O.C. SHEAR WALL / <br /> SIDE. GREATER THAN 6'-0" UNLESS PER PLAN <br /> ROOF FRAMING PLAN NOTED OTHERWISE IN PLANS <br /> -/V _2x STUDS <br /> SCALE: 1/4" = 1'-0" @ 16" O.C. <br /> 4 TYPICAL HEADER COLUMN 5\ TRUSS TO SHEAR WALL 6 <br /> GABLE END TRUSS TO SHEAR WALL <br /> �+ <br /> 5 SCALE: 3/4"= 1'-0" S5\ SCALE: 3/4" = I-0" �S5 ) SCALE: 3/4" = 1'-0" <br /> END OF SHEAR END OF SHEAR <br /> WALL PER PLAN WALL PER PLAN \ HANDRAIL <br /> ;? 1-1/2" DIAMETER <br /> INSTALL 36" ' , CO <br /> SW1 HOLD DOWN �A/1 ABOVE TREAD NOSE <br /> STHD STRAP DESIGNATION PER PLAN S V V CO LCL/ N <br /> DESIGNATION PER PLAN " 0 CO <br /> SHEATHING PER SHEATHING PER 0) <br /> SCHEDULE SCHEDULE Q <br /> AS SHOWN ON PLANS A 34"T&G APA 24/16 RATED r <br /> DBL JOIST OR PLYWD SHEATHING Z (V 0 <br /> GLUED & NAILED n/ <br /> DOUBLE STUD OR 4x 3/4"x 1-1/4" BEAM PER PLAN CANTILEVERED fI <br /> MEMBER. STITCH DOUBLE ATTACH TO POST W/ NOSING \ TO FLOOR JOISTS BLOCK OVER JOIST PER PLAN O O <br /> SUPPLIED WOOD SCREWS SUPPORT ..I <br /> STUDS ACCORDING TO .............-.� <br /> STRUCTURAL NOTES PER SIMPSON SPECS. %2" CDX PLYWD J J <br /> HDU_, PHD_AND HDQ_TYPE HOLD DOWN o RISERS \ �. W <br /> SECURED TO 4x_DF#2 MEMBER PER-\ M 10" MIN �I Q' <br /> SIMPSON SPECIFICATIONS _...0 RUN � <br /> STHD TYPE HOLD DOWN INSTALLED OVER - <br /> SIMPSON JOIST HANGER Q C W <br /> DOUBLE STUD PER SIMPSON �'�� PER PLAN WHERE JOISTS > <br /> SPECIFICATIONS. USE "STHDRJ" FOR M,< ARE PERP. TO STAIR BEAM W <br /> RAISED FLOOR APPLICATIONS <br /> X �N� SIMPSON A35 CLIP EACH <br /> ANCHOR BOLT OR ALL THREAD ANCHOR ROD 3/4" CDX SIDE OF EACH STAIR RIM JOIST <br /> i ' PER HOLD DOWN SCHEDULE. CONSULT SIMP. PLYWD STRINGER AT EACH STAIR <br /> \''' <br /> - a TREADS R-21 INSULATION <br /> LANDING BEAM <br /> CATALOG FOR PROPER ORIENTATION OF3 2x12 STRINGERS <br /> *, Nii‘ ( ) @ WALL <br /> ANCHOR BOLT a U.N.O. IN FRAMING PLANS R-38 INSULATION OVER <br /> SILL PLATE SILL PLATE \ — <br /> BEAM PER\ UNHEATED SPACE <br /> /V— = / CONC. FOUNDATION CONC. FOUNDATION PLAN FRAMING PLANS <br /> a <br /> \ _ , . FIRE BLOCKING AT TOP, BOTTOM & DETAILS <br /> -- &AT MID SPAN.ADDITIONAL FIRE <br /> a \ /1 BLOCKING ABOVE WALLS IN <br /> LOCATE (1)#4 LONG. BAR ABOVE } a CONTACT W/STRINGERS <br /> I' EMBEDDED PORTION OF STRAP/ANCHOR a <br /> REVISION: 2 <br /> 1 1/2" MIN. EDGE 5" MIN. EDGE Li <br /> DATE: 10-14-19 <br /> R <br /> DISTANCE DISTANCE DRAWN BY: TJM <br /> ELEVATIONS SCALE: AS NOTED <br /> 7 TYPICAL HOLD DOWN \8\ TYPICAL INTERIOR STAIRS 9 CANTILEVERED JOIST CITY �� � � � PROJECT NO: W4552 <br /> EVIEWED FOR P <br /> L+5 SCALE: 3/4" = 1'-0" �+5� SCALE: 3/4"= 1' 0" S5 SCALE: 3/4" = 1'-0" �� '� SHEET NO: <br /> \�7 S5 <br />