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2068 Part of PlanROOF FRAMING PLAN 1/4 "= 1' -0' / I / I / I / I / / / / / / / / / I I I I I } - yid? 3/0 MAN. DOOR r - - - 4' GONG SLAB W/ 6 MIL. VAPOR I I LL dN2 o N ® I I I I I I i i 1 I Om 8 12 N LLI A I I 1 /4'/FT TO DOORS � I I I I 12 t�tt, z I ( I I I I I i I I / I / I / I / I / / / / / / / / / I I I I I } - yid? 3/0 MAN. DOOR RISHi ELEVA710N 114'= 1' -0" BAR 6ARA6E 650 50. PT. 0 LUI 0 LL Qo� a a eo wmt0 _ dl 12 10E- 12 ---] 10 FX- I nn r - - - 4' GONG SLAB W/ 6 MIL. VAPOR a °o LL dN2 BARRIER OVER 4' COMPACT I I I I Date: Om / SAND AND GRAVEL BASE SLOPE r A 0 I 1 /4'/FT TO DOORS A I � I I I I d 16/0x1/0 O.H. DOOR / I I 8 3' F 8/0 O .D l 16' -3' RO. FOR 16/0 O.H. DOOR � - - - -� �, '�, \ °' DETAIL 12/62 R (TYP OF 2) ��` D 10' -0' 1 '= ��` ���;, ���` 20._0. RISHi ELEVA710N 114'= 1' -0" BAR 6ARA6E 650 50. PT. 0 LUI 0 LL Qo� a a eo wmt0 _ dl 12 10E- 12 ---] 10 FX- I nn 1 N / / / 48'x36' / CONC. STOOP l / ARA6E WB ON ALL CTU UJ CU LAYER P ALL.rE r - - - - -- — ----- - - - - -, a °o LL dN2 Z I I I I Date: Om 12 -13 -12 MAY r 0 1 N / / / 48'x36' / CONC. STOOP l / ARA6E WB ON ALL CTU UJ CU LAYER P ALL.rE %I 12 10 F- .. K AND 'YPE D POSTS I I I I r - - - - -- — ----- - - - - -, I I I I I I I I 8/0x1/0 O.N. DOOR I I I I Date: Om 12 -13 -12 MAY 3, 2013 — ... -. -- A I � I I I I d 16/0x1/0 O.H. DOOR %I 12 10 F- .. K AND 'YPE D POSTS I I I I Z I I I I I I I I 8/0x1/0 O.N. DOOR I I I I 4' -6' 1 5' -6' MAIN FLOOR PLAN 1/4'= I' -0" 12 10 .Mx I 1 r'L 5/4x8 BARGE BD. w/ Ix2 TRIM ....................... FRONT F—LF Y A I CN HOUSE NUMBERS RE VISIBLE FROM STREET. 1/4'= 1' -0" STONE VENEER (ADHERED) fP 1� R 1W I� W F' P-4 0 W W V 1. Contractor or builder moat verify all dimensions before proceeding with construction. 2. This plan wee designed to be marketed throughout many muidcipahties. The purchaser must verify amplianes with all local applicable building codes where the hams is to be constructed. 3. Purchaser should haw plane reviewed by a he- ensed builder ad struct- ural engineer for carepli- ance to specific site con- dition.. 4. These plans should not be altered by other than a Z x �'2a 1 Ln xA Date: Om 12 -13 -12 MAY 3, 2013 — ... -. -- A C Z� yy zx ;O �a d N fP 1� R 1W I� W F' P-4 0 W W V 1. Contractor or builder moat verify all dimensions before proceeding with construction. 2. This plan wee designed to be marketed throughout many muidcipahties. The purchaser must verify amplianes with all local applicable building codes where the hams is to be constructed. 3. Purchaser should haw plane reviewed by a he- ensed builder ad struct- ural engineer for carepli- ance to specific site con- dition.. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: SB2068 Date: -'V-1 DU 12 -13 -12 MAY 3, 2013 — ... -. -- 12 GENERAL GT UGTU ,4L NOTE& ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS. _E51GN LOADS: ROOF LIVE LOAD DEAD LOAD FLOOR LIVE LOAD DEAD LOAD 25 P5F (SNOW) 15 F5F 40 PSF (RESIDENTIAL) 10 PSF WIND BASIC WIND SPEED 85 MPH (3 SECOND GUST) EXPOSURE B, Iw = 1.0, K„ = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PRCCEDURE BEARING WALL SYSTEM (LIGHT- FRAMED WALL5) SITE CL455: D SEISMIC, DESIGN CATAGORY: D 5s = 15 - IBC FIGURE 161350 Sos =Imo, le = ID, R =65 Cs = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I' -6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION. MA-ERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER, USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER GUBIC YARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CCNTAN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 4'129 +1.5% BY VOLUME. MAXIMUM 51ZE OF AGGREGATE 15 1/2'' ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS /SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB 51TE FOR BUILDING INSPECTOR vERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION 4-615. LAP ALL SPLICES 32 BAR DIAMETERS OR I' -6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT 5H4LL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TE5 AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL USE PROTECTION 51-45 AND WALL BARS: INTERIOR FACES 11,2" EXPOSED TO WEATHER OR EARTH Nit" (05 AND SMALLER) 2" (x6 AND LARGER) FOOTING BARS 3" TIMBER: ALL LUMBER SHALL BE 45 FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF42 OR BETTER POSTS HF"2 OR BETTER 2x FRAMING HFz2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WI GRADING RULES FOR WESTERN LUMBER ', LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 61' CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON - TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE OF HOT- DIPPED ZING - COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.95. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE 4-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS, MISCELLANEOUS HANGERS TO BE '5 MPSCN' OR CC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI /AITC STANDARD A190.1, AMERICAN NATIONAL. STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE 5P4N5 AND 24F -VS FOR CANTILEVER AND CONTINUOUS 5PAN5. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UNO. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND <NOTS LARGER THAN /2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: J01515 SHALL BE 45 NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL 045 BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. LAMIINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST MACMILLAN (MIGROLAM) OR APPROVED EQUIVALENT (Fb = 2,600 PSI, E = 1,900,000 PSU. MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESP, 1351. BEARING LENGTH SHALL NOT BE LE55 THAN P /4". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 IDF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) 5TUD5. SPIKE LAMINATED COLUMNS TOGETHER WITH I6d a 12" O.C. STACxGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH I6d a 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED N THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF Sd a 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE- TREATED WOOD SHALL BE OF HOT- DIPPED ZINC- COATED GALVANIZED STEEL OR STAINLESS STEEL, BLOCK ALL UNSUPPORTED PANE=L EDGES. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSCN' M5TA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Ed COMMON OR GALVANIZED BOX NAILS AT 12" O.G. AT INTERIOR SUPPORTS. APPLY 12" RATED SHEATHING (24/16) ON ROOF NAILED TO 5TIFFENER5 OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.G. AT INTERIOR SUPPORTS. LAY 5HE4THING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRU,1S5E5 TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TFI 1 -2002. THE TRU55 CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRU55 ENGINEER SHALL A55UME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DE51GN DRAWINGS. EACH TRU55 SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE CC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FR4MING -TO -TRU55 AND TRU55 -TO -TRU55 CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION 5H4LL CONFORM TO THE INTERNATIONAL BUILDING CODE NEC), 2009 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL VERIFY ALL DIMEN5ION5 AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND 51TE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIME= NSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR 51MILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN FERM16510M FROM THE ARCHITECT OR ENGINEER. SkEAR WALL SCHEIDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4) TI -11 8d a 6" Q.C. %11 a 60" O.C. Qall = 230 PLF D5i8" 4 OR 12" 055 (DIA. = 0.13111) � o 5i8" TI -II ad a 4" C.C. 5 %1' a 32" O.C. Qall = 350 PLF OR 1j2" OSB (DIA. = 0.131') SEE DETAIL 12/52.0 FOR CONSTRUCTION r2: NOTES 1) ALL WALLS DESIGNATED" �>" ARE SHEAR WALLS. EXTERIOR WALL5 SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. EDGE NAILING AT TI -11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1, 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSCN STRONG TIE TO BE USED PER PLAN. ENDS OF SHEAR W4LL5 SHALL USE DOUBLE STUD5 MINIMUM. LAMINATE 5TUD5 WITH I6d AT 12" O.C. 3) USE MINIMUM OF TWO l2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF T' INTO CONCRETE. WASHERS TO BE 3" x 3" x 114" PER IBC SECTION 23053.11 AND OF NOT - DIPPED ZINC - COATED GALVANIZED STEEL. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 23063. SHEATHING 4 NAILING PER PLAN OR SCHEDULE 5IMP50N' HOLDOWN PER PLAN I6d a 4" C.C. SOLE PLATE NAILING. 8d a 6" Cf. UNO SJBFLOOR JOIST PEP PLAN LUS25 HANGER BEAM PER PLAN e I SWEAR WALL FRAMING AT FLUSH BEAM SL10 SCALE: 1" = 1' -B" A, tint - ��Z 13 (- O':'YIdIC11IT'0 , 01 O// i.- N(rIN!. i �r 7 v Z 0 w I u i t LI u�N -125 � o a sn o m m r2: [ fy a C O LLI ° U c C T o Z co w d m e s. o • a+ I r x b C rn -125 fy O LLI Z co -125 Y' SATED SHEATHING ad a 6" O.C. SHEATHING a NAILING PER ra" RATED SHEATHING w/ PLAN OR SCHEDULE Z - ad a 4" O.G. TO FRAMING Sd a 4" O.C. re" RATED SHEATHING SIMPSON' HI FRAMING TRUSS PER PLAN d [� ROOF SHEATHING I ANCHOR EACH Ti - V u 8d a 6" O.G. - U5E H10 -2 AT DEL TRU55, GABLE END TRUSS. �1 PER PLAN 2x BLOCKING -1 ul w SPLICE 4 -0 MN�dNAILAw 2SIMPSON' 435 a 48" O.G. 24" O.C. a SIM.J 2x STUD SIMPSON' CONNECTOR 2x VENTED BLOCKING. TRUSS PER PLAN PER PLAN. END NAIL TO TRJ55 a x BRACE PER TRU55 SUPPLIER DBL 2x TOP PLATE. LAP 6d a 6" CC. 5T4GG-ERED. OR a 48" O.C. SECURE w/ TRUSS OR RAFTER EACH END w/ l2> 8d. SPLICE 4' -ID" 1 4 NAIL �'51MP50N' 434 EACH END. PER PLAN w/ 16d a 6" O.G. STAGGERED 2x STUD (NOT a 51M) X SHEATHING AND NAILING SHEATHING a NAILhNG PER PLAN OR SCHEDULE. PER FRAMING PER PLAN. PER PL,4N OR 5 Zx FRAMING PER PLAN. D5l DEL 2x TOP PLATE. a° BEAM A7 51M) WALL SCHEDULE.� BEAM a SIMJ 2x NAILER OR TRUSS (BEAM AT 51M.) � o w/ 16d a S" O.G. w [ f � o i TYPICAL ROOF FRAMING CONNECTION 2� ROOF FRAMING 'a GABLE END �3� ROOF FRAMING SHEAR WA _4 _ _ DRAG STRUT CONNECTION G 52.0 SCALE: I" = 1' -0" E2.0 SCALE: I" = I' -e" 52.0 SCALE: I" = I' -m" E2� SCALE: I" = 1' -0" q � o C � U p ti SOLE PLATE NAILING. w 6d a 8' C.G. SOLE a x USE 16d a 16" O.C. MIN. ad a 4" O.G. PER 51MPSON' HOLDOWN RATED SHE PLATE NAILING. R PLAN \ STRAFE PER PLAN �� SOLID RIM J015T p" SUBFLOOR 2x RIM JOIST w/ (3) ad a 4' OC. 4 NAILING ad a 6" 0G, \ 3) Sd JOIST -TO -TOP 2x J015T PER PLAN 2x BLOCKING w/ 435 SIMPSON' HOLpCWN� 6d TO JOIST. a" S'JBFLOOR F \ \\ PLATE U.N.O. MAINTAIN FRAMING ANCHOR TO VENTED BLOCKING STRAP PER PLAN m a o OP PLATE, ( SHEATHING 4 NAILINC, PER PLAN, a �� / a MIN. 11/ END DISTANCE. SPLICE TO OCCUR ON COMMMCN �' MEMBER OR BLOCKING SHEATHINGPER PLAN 3r4" SUBFLOOR OIST PER PLAN (U5E DBL 2x RAFTER PER PLAN 2x 5TUC)5 PER PLAN w/ LU628 2 a HOEDOWN) N SHEATHING a NAILING PER SHEATHING a NAILING �51MP5ON' H2.5 OR HI C3EAM AT SIMJ OIST PER PLAN PLAN OR SCHEDULE. PER PLAN OR 5CHEDULE.� h- 2x BLOCKING w/ A35 FRAMING DBL 2x TOP PLATE. LAP 2x DEL TOP PLATE. LAP ANCHOR TO TOP PLATE. PLICE 4' -0" MIN. 4 NAIL SPLICE 4' -0" MIN, 4 NAIL 2x FRAMING PER PLAN. w/ 16d a S" O.C. STAGGERED w/ 16d a 6" O.G. STAGGERED. BEAM AT SIMJ 2x STUD PER PLAN. (BEAM AT SIM) 5 ROOF FRAMING a RAFTER 6 TY ICAL FLOOR FRAMING CONNECTION T FRAMING AT INTERIOR SHEAR WALL a\1r FLOOR FRAMING a CANT. JOIST 52.0 SCALE_: I" = I' -B" 52.0 SCALE: I" = 1' -0" 520/ SCALE: I" = I' -m" 2x STUD PER PLAN. USE MINIMUM a SHEATHING 4 NAILING DEL STUD a ENDS OF SHEAR 16d 16" O.C. SOLE - 7 2r, STUD PER PLAN. USE MINIMUM PLATE NAILING. PER PLAN OR SCHEDULE WALLS AND HOLDOUNS. SEE SHEAR SEE TYPICAL FLOOR 2) 2x STUD a ENDS OF SNEAK_ ;6d a 16" O.,C. SOLE WALL SCHEDULE FOR 3x STUDS. V� FRAMING CONNECTION W4LL5 a HOLDCWNS. SEE 5HEAR a" SHEATHING PLATE- NAIING 3 SIMPSON' M5TC40 HOLDOWN FOR ITEMS IN COMMON. ra' SUBFLOOR L) WALLS NEDJLE FOR 3x STUDS. EMBEDDED SHEATHING PER PLAN. SEE Ssc�EDULE FOR 51�EOANp SPACING. �J015T PER PLAN TYPE HOLDOUN BELOW. L5TA24 STRAP USE 4 D SID" 0.�. UN .O. WI D i (FAR SIDE) 6" MINIMUM 2x PT SILL 2x TOP PLAtE- ) "4 BAR - H0IRIZONTAL �' � EACH SHEATHING TO HDR 2" L,-04 «4 OEDOWN PER PLAN. 6" MIN,2x PT SILL DBLS7p�D a E�D5OF NS. HDR PE� PLAN.- a ASTEN 70P L R 3AR HORIZ _ gNCHOR BOLT w/ 3 x3 xra GALV. WASHER. 8 0 w/ (2) ROWS 16d A�3 O.G�Y o MIN. �� �� 1 24 O.G. - vERi. MAX. PLA E TO H ADE 4LB4� a 24" O.G. SEE SCHEDULE FOR SIZE 4 SPACING. MAX. s ANCHOR BOLT w/ 3 x 3 xra" X VERTICAL USE i "T a 60" O.C. MIN. - N FO n ❑ 5ru a 2' " SIMP50N HOEDOWN SHEATHING a NAILING SIZE qR. SEE SC EDU_� R 1' -4" MIN ' -6' MIN. WASHE �(2) 2x STUDS ITYPJ 6 MAX. TINUOUS 4' -0' MAX. ABOVE U.N.O. ND SPACING US_ a 4 PER PLAN. PER PLAN. MATCH WALL ATSIMP 0 24 BLOCK y C.C. U.N.O. I�G a MIDDLE all yyyyyy HOEDOWN PER PLAIN, F R -Q' RED. I I I'-3' 10' I'c 4 BAR CONT. FINISH GRADE / ON AT CRAWL SPACE MAXIMUM L- 'a" ID" MAXIMUM 9 FOUNDATION AT CRAWL SPACE 10 FOUNDATION 3o RATED sHEarHING (2a /ID ExP u. Zvi -- �s2.m SCALE. 1" = 1'-0" 52.0 SCALE, r' = v -o" � � � is NAIL w/ (2) ROWS 8d a 3" O.C. AT � PANEL EDGES. FINISH GRADE (2) 2x PLATE. (NAIL 2x STUD PER PLAN. USE _ -- l TO EA PLATE) in - DBL OR 3x STUD HOEDOWN. \ 24" MIN "4 BAR a 16" O.G. - VERT, j 3' x 3SIL w/ A ANCHOR BOLT STEM WALL 4 BAR a IID" O.G. - HORIZ. TOP OF STEM WALL , 2x PT ELEv. VARIES sHEArHNG 4 NA1uNG za" � — SCHEDULE FOR SIZE AND SPACING. L_— 'SIMP5ON' HOEDOWN PER 2x PT SILL r PER PLAN OR SCHEDULE -, -- - - - - -- MINIMUM $ - MIN. a ( ° �" "4 BAR CONTINUOUS PLAN, USE 5THDI4 U.NO. 2) ie'T ANCHOR BOLT w/ MIN. —li USE 58 "4 60" O.C. G.N.O. 2 0 - - M �� (TYPJ 7 EMEEPZEDNT WASHER. x 4 2 ��� _ FOUNDATION PER PLAN. t48y4� MAX. "4 BAR - HORIZONTAL SLAB ON GRADE PER PLAN a� x _g MIN. S" ?HICK STEM WALL w/ $pt r� OVER 6 MIL VAPOR B4RRIER I GRPPLE ALL W'� s4 BAR HORIZ. TOP 8 BOTTOM. 4 -6" sMPSON' HoLPLAN ON COMPACT BASE. 2 ITIH BACKFILL FOUNDATION PORTAL FRAME PANEL MIN. PER PLAN �, , 04' BAR a 24" O.C. - VERTICAL " n / sz.m SCALE: NONE sz.m SCALE: NONE all — �_�_ -- - MAX. BAR CONE (8' a 5IM.) CNTINUOUS FTC3 O, 1' -0" -0"� REINFORCEMENT MINIMUM 3 _ FOUNDATION AT SLAB ON GRADE I -� STEPPED FOOTING DETAIL s2 SCALE, P , ' -m" � 0 SCALE: NONE O ''F,' o1 IT 2O 0, S' ( -Ln 1 N( N1 I F:5 JOE3 04 -125