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APPROVED BLD STRUCTURAL PLANSOSB or PLYWOOD SHEAR WALL SCHEDULE FOR SEISMIC DESIGN CATEGORY "D" AND "E" MARK SILL PLATE INTERIOR ON THE SHEATHING SILL BOTTOM PLATE ANCHOR BOLTS WALLS TOP ALLOWABLE PLAN MARK SHEATHING EDGE NAILING PLATE NAILING UNLESS OTHER CONNECTION SHEAR SIZE SPECIFIED ON U.N.O. ON THE PLAN THE PLAN 7/16" APA RATED 16d ® 6" o.c. to 5 8"0 @ Pi -6 SHEATHING ONE 8d @ 6" o.c. 2X SINGLE blocking or 5/ - 0" o.c. A35 ® 24" o.c. SIDE joist interior walls 7/16" APA RATED 16d ® 4" o.c. to 5/8"0 @ P1-4 SHEATHING ONE 8d ®4 o.c. 2X SINGLE blocking or 3' - 6" o.c. A35 @ 18' o.c. SIDE joist interior walls 7/16" APA RATED 16d ® 3" o.c. staggered 5/8-0 P1-3 SHEATHING ONE 8d ® 3" o.c. 2X to DBL blocking or joist 2/ - 6" o.c. A35 @ 12" o.c. SIDE interior walls 7/16" APA RATED 16d ® 2" o.c. staggered �� ® PI -2 SHEATHING ONE 8d Co? 2" o.c. 2X to DBL blocking or joist „ ' - 0 2' 2 A35 ® 10" o.c. SIDE (interior walls) o.c. 7/16" APA RATED 16d ® 4" o.c. 2 rows 5/8"4 0 P2-4 SHEATHING EACH 8d 0 4" o.c. 2X to DBL blocking or 1' - 8" A35 ® 9" o.c. SIDE joist o.c. 7/16" APA RATED 16d ® 3" o.c. 2 rows 5/8"0 ® A35 or LTP5 @ P2-3 SHEATHING EACH 8d ® 3" o.c. 2X to DBL blocking or _ 1 4 °'c' 12" o.c. both SIDE joist sides NOTES: 1. All fasteners shall be common wire or galvanized box and meet the following criteria: 8d common = 0.131"0 x 2-1/2" min. 10d common = 0.148"0 x 3" min. 8d box galvanized = 0.1130 x 2-1/2"min. 10d box galvanized = 0.1280 x 3" min. 2. Schedule is based on IBC 2015 for wood framed walls with 2x4(minimum) SPF#2 or BTR. 3. Sheathing is to be span rated 24/0 minimum and may be plywood or OSB installed on studs are spaced 16" o.c. max. 4. Space nails at 12" o.c. along intermediate framing members. 5. Sheathing is to be directly applied to studs and all edges blocked. 6. For shear walls where panels are applied on both faces, panel joint shall be offset to fall on different framing members or framing shall be 3-inch nominal or thicker and nail on each side shall be staggered. 7. For shear walls: P1-3;P1-2;P2-4;P2-3;, all framing members receiving edge nailing from abutting panels shall not be less than 3-inch nominal member or dbl studs fastened together per bottom plate nailing schedule above. Plywood joint nailing shall be staggered. 8. Anchor bolts to have a minimum 3"x3"0/4" thick plate washers. 9. Provide full width blocking below post at ends of shear walls. 10. Install anchors within 12" and no closer than 4" of each plate break and holdown anchor. 11. Edge nailing at ends of shear walls is to post with tie -down attached to it, even if sheathing extends past the post. STEEL STRAP SCHEDULE TYPE ALLOW. TENSION LOAD # for SPF or BTR FASTENERS EACH END NOTES CS16 1705 13-8d TS22 1215 9-16d H2.5 365 10-8d total H1 400 10-8d total A34 445 8-8d x 1.1 /2" A35 600 12-8d x 1.1/2" For addition information see "Simpson Strong -Tie Connectors catalog" Important ACQ Fastener Requirements All treated lumber is treated with ACQ (alkaline, copper, quat). ACQ is a corrosive material and therefore the type and quality of connectors, fasteners, washers and other metal that come into contact with the treated lumber is very important. to prevent electrolysis, always match metal components with fasteners that are compatible. All connectors that come into contact with treated materials are to be Simpson Strong -Tie G185 Z-Max, HDG (hot dip galvanized) or SST300 (stainless steel) or equivalent. Hot dipped galvanized fasteners are to be used with G185 Z-Max and HDG connectors and stainless steel fasteners are to be used with SST300 stainless steel connectors. Do not use stainless steel fasteners with G185 Z-Max or HDG connectors. All anchor bolts, washers and nuts are to be hot dipped galvanized. Hot dipped galvanized or stainless steel nails must be used when fastening the sheathing, studs and joists into the treated mud sill. Mechanically galvanized or electroplated gun nails are not appropriate in this situation. Use hot dipped galvanized or stainless steel fasteners when fastening decking to treated material. TYPE ALLOW. TENSION FASTENERS LOAD # for SPF EACH END or BTR MST48 3425 17-16d 240plf 349plf 450plf 589plf 700plf 900plf NOTES Floor to Floor TRUSS TO PLATE CONNECTION RF-63 CAST IN PLACE HOLD-DOWN SCHEDULE FOR CONCRETE FOUNDATION TYPE ALLOW. TENSION LOAD # FOR SPF or HF ANCHOR MODEL FOR MONO POUR MIDWALL or CORNER DIAM. IN. MIN. EMBEDMENT IN, MIDWALL ENDWALL & CORNER STHD10 3400 ® 8" wall 2175 @ 8" wall (20)-16d SINKER 10 STHD14 3815 ® 8" wall 3500 @ 8" wall (24)-16d SINKER 14 HDU2-SDS2.5 2215 (HF) 2215 (HF) SSTB16 / SBJx24 5/8" 12-8" / 18" HDU4-SDS2.5 3285 (HF) 3285 (HF) SSTB24 / SBJx24 5/8" 20-1" / 18" HDU5-SDS2.5 4065 (HF) 4065 (HF) S8Jx24 / SBJx24 5/8" 18" HDUB-SDS2.5 4305 (HF) 4305 (HF) SSTB28 / SBJx24 7/8" 24-J" / 18" 6970 (DF) 5550 (DF) SSTB28 / SBgx24 7/8" 24-J" / 18" 7870 (DF) 5550 (DF) SST628 / SBgx24 7/81, 24-J" / 18" NOTES: Minimum Concrete Strength 2500psi U.N.O. Extend foundation down as required to receive hold-down A.B. embedment. Threaded rod and coupler as required. For Two pour foundation see "SIMPSON" Catalog SSTBL Model. For sill plate more then 1-1/2" use anchor bolts SSTBL Model. For addition information see "Simpson Strong -Tie Connectors catalog" Tighten all nuts on bolted connections at the latest practicable time before covering them with further construction. r7� SLOTTED BPS5/8-3 FOR 5 8"0 ANCHOR R BOLTS 2" MAX. 1/2" MAX. GAP L 4 1/2" SLOTTED BPS5/8-6 FOR 5/8"0 ANCHOR BOLTS Fol BP5/8-3 FOR 5/8"0 ANCHOR BOLTS BPS5/8-6 - BEARING PLATE BP5/8-3 or BPS5/8-3 BEARING PLATE STANDARD CUT 1.3/4"0 x11/16"Ox9/64" WASHER. TO BE USED BETWEEN NUTS AND SLOTTED BEARING PLATES 2 3/4" MAX. 1/2" MAX. GAP 2x P.T. SILL PLATE �� - FINISH GRADE FINISH GRA REINFORCEMENT PER PLAN 5/8"0 ANCHOR BOLT PER PLAN, 12" MAX. FROM ENDS & 7" MIN. EMBEDMENT OPTION 1 OPTION 2 EXTERIOR CONCRETE STEM WALL PER PLAN FOR WALLS SHEATHED ON BOTH SIDES ANCHOR BOLTS TO BE STAGGERED 1 1 SILL PLATE ANCHORAGE 4'-0" MIN. (8) �i n 16d COMMON vy 16" O.C.O.C.TYPICAL LATERAL DETAIL FRMGB-12 ROOF SHEATHING PER PLAN, NAILED w/8d NAILS 0 6"o.c. 0 PANEL EDGES & 12"o.c. ALONG INTERMIDIATE FRAMING. (NO BLOCKING) SIMPSON H1 SEISMIC CLIP 24"o.c., IF H1 LOCATED AT INTERIOR SIDE OF THE WALL, ADD RBC ROOF CLIP ® 24"o.c. FROM BLOCKING TO WALL TOP PLATE. H2.5 EACH SIDE AT MULTI -PLY TRUSS 8d NAILS AT 6"o.c. SHEATHING TO BLOCKING EDGE NAILING PER - SHEAR WALL SCHEDULE SHEAR WALL PER . PLAN & SCHEDULE VERTICAL WOOD MEMBER MIN. 2-2x 2-2x 2-2x 2-2x 2-2x 2-2x 4x6 6x6 MANUFACTURED TRUSSES PER PLAN 2 TRUSS CONNECTION RF-10 DESIGN CRITERIA: ROOF DEAD LOAD 15 psf SNOW LOAD 25 psf ROOF TRUSS BOTTOM CHORD LIVE LOAD FOR UNINHABITABLE ATTIC WITHOUT STORAGE 1Opsf (ROOF TRUSS BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURENTLY WITH THE ROOF LIVE LOAD) FLOOR DEAD LOAD 10 psf FLOOR LIVE LOAD 40 psf IMPORTANCE FACTOR 1.0 WIND VELOCITY (3-second gust) 110 mph WIND EXPOSURE "B" INTERNAL PRESSURE FACTOR 0.18 Kzt FACTOR 1.00 FOR SEISMIC DESIGN USED EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM IS BEARING LIGHT FRAMED WALLS WOOD STRUCTURAL PANELS OCCUPANCY CATEGORY II SEISMIC FORCE -RESISTING SYSTEM BEARING WALL SYSTEM SITE CLASS D. DESIGN SPECTRAL RESPONSE ACCEL. Sds 0.844 DESIGN SPECTRAL RESPONSE ACCEL Sd1 0,497 IMPORTANCE FACTOR FOR SEISMIC DESIGN 1.0 RESPONSE MODIFICATION FACTOR 6.5 SEISMIC DESIGN CATEGORY "D" SEISMIC RESPONSE COEFFICIENT 0.1298 FOUNDATION DESIGN CRITERIA Allowable soil bearing capacity 2000psf Equivalent Fluid Pressure 35psf/ft Lateral Sliding Coefficient (include 1.5 F.S.) 0.35 Lateral Passive Pressure (include 2.0 F.S.) 200psf/ft Frost depth 18" Concrete Compressive Strength (USD Design) 3000psi Concrete Compressive Strength for calculations 2500psi The minimum cement content per cubic yard of concrete is 5.4 sacks, special inspection is not required. Concrete reinforcing bars 40000psi Anchor bolts A307 or BTR STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE 2015 EDITION, AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: o. PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTION COMPLETED. b. FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. C. BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d. INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. INSPECTIONS: a. PERIODIC SPECIAL INSPECTIONS REQUIRED FOR WIND AND SEISMIC RESISTANCE SUCH AS ANCHORS & STRAPS EMBEDDED IN TO CONCRETE. b. IF INSPECTION IS REQUIRED, IT CAN BE PROVIDED BY AAR TESTING LABORATORY INC. Ph: (425)-881-5812 or ANOTHER CERTIFIED AGENCY. C. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTOR'S USE AND REFERENCE. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1. TRUSSES INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP, - THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE PER IRC SECTION 502.11.2 AND 802.10.3 AS WELL AS THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. - SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. - SHALL NOT BE FIELD CUT, NOTCHED SPLICED OR ALTERED WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL - TRUSS HANGERS SHALL BE SPECIFIED BY THE TRUSS ENGINEER. SHEAR WALL FRAMING SEE SHEAR WALL SCHEDULE PLYWOOD DIAPHRAGM ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE APA RATED 15/32" PLYWOOD or 7/16" O.S.B. SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS with LONG DIMENSION PERPENDICULAR TO SUPPORTS with 8d COMMON ® 6" o.c. AT ALL EDGES AND 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB -FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE 3/4" PLYWOOD or 23/32" O.S.B. APA RATED STURD-I-FLOOR UNDERLYMENT GRADE with LONG DIMENSION PERPENDICULAR TO SUPPORTS with 8d COMMON 0 6" o.c. AT ALL EDGES AND 12" o.c. AT ALL INTERMEDIATE SUPPORTS. WOOD FRAMING 2x LUMBER TO BE HF#2 or BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATE HF#3 WHERE NOT SPECIFIED ON THE PLANS a. COLUMN IN WALLS ARE TO BE (2)-2x STUDS OF THE SAME WIDTH AS THE WALL and NAILED WITH 16d O 24" o.c. (UNLESS NOTES OTHERWISE) b. FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE TWO FLOOR JOISTS DIRECTLY BENEATH EACH PARTITION IF PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. C. FLOOR JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY FULL -DEPTH SOLID BLOCKING NOT LESS THAN 2 INCHES NOMINAL IN THICKNESS; OR BY ATTACHMENT TO A FULL -DEPTH HEADER, BAND OR RIM JOIST, OR TO AN ADJOINING STUD TO PROVIDE LATERAL SUPPORT TO PREVENT ROTATION. ALSO, LATERAL RESTRAINT SHALL BE PROVIDED AT EACH INTERMEDIATE SUPPORT. d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4'-0" APART AND NAILED TOGETHER IN THE SPLICE ZONE WITH MINIMUM OF (8)-16d COMMON NAILS. e. WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE or MASONRY IS TO BE PRESERVATIVE TREATED COMPLYING WITH AWPA U1 AND M4 STANDARDS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY "SIMPSON STRONG -TIE" AS SPECIFIED IN THE LATEST CATALOG. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUTS. BOLT HOLES ARE TO BE i/ie" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED, ZINC -COATED GALVANIZED WITH A MINIMUM COATING WEIGHT COMPLYING WITH ASTH A153. THIS INCLUDES NUTS AND WASHERS. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS ARE PERMITTED TO BE MECHANICALLY DEPOSITED ZINC -COATED WITH COATING WEIGHT COMPLYING WITH ASTM B695, CLASS 55 MINIMUM. FOUNDATION 1. Verify all dimension with architectural plans. Verify all dimensions prior to start of work or ordering materials. 2. Bottom of all footing are to be level and rest on undisturbed soil regardless of elevations shown on plan. 3. Clean footing excavation immediately before concrete is placed to remove all softened or loosened materials. 4. Do not locate foundation vent openings under shear walls with anchor bolts spacing less than 24" o.c. OR locate them at rim joist. 5. All backfill against foundation walls must be thoroughly compacted. 6. Lap all bars in accordance w/ACI 318 but not less than 40 bar diameter nor less than 18". All horizontal bars shall be developed at corners. 7. Contractor to provide concrete landing and or stoop at all egress door as per local codes. 8. The minimum clear spacing between parallel bars in a layer shall be D-bar but not less than 1 inch. 9. See plan and shearwall schedule for anchors spacing and shearwall requirements. Elsewhere use 5/8"0 anchors at 5'-0"o.c. 12" max from ends U.N.O. 10. Follow SIMPSON STRONG TIE" Catalog instruction for installation of all connectors. 11. The all concrete must be 3000psi mix. For additional information, see the Geotechnical Engineering Evaluation provided by Nelson Geotechnical Associates, Inc. Job No: 1130119 dated September 25, 2019, Ph: (425) 486-1669 TRUSSES SHALL BE DESIGNED TO NOT ALLOW UMITED STORAGE PER R301.5 2015 IRC, WEB SHALL BE CONFIGURED SO THAT ALL OPENINGS ARE SMALLER THAN 24" WIDE x 42" HIGH PER THE ABOVE TRUSS LAYOUT. U o J U V N C O z W O 0) 00 @ _ < 0i is W CO e�j�5 �a�� Uj . -�. Z ZO�E r, :S = cc (� D_ W Z W 5_J L J. Odd y> \ >,3: J. F Ne= To O S'• •�� X •r•�i�4� r Q / •�, Ld J Z J Q W O F- Z VJ 0 0 00 ZW 00 Q > ON c0 O L.Lr. 0) Z � W O0 W �5 � 0 r NW Z W 0 Z ©C Z U W_ Cn W O 0 REVISIONS: DATE: 09/30/19 SCALE: AS SHOWN DRAWN: ML JOB: LB19-52 VI NOV 2 5 2019 BUILDING 2 MAX. GAP FOR VENT. 16d ® 6"o.c. TO VERT. 2x4 PLATE ADD 2x4— VERTICAL PLATE TYPICAL ROOF /— DIPHRAGM %P1_6/ 7�6 8d 0 6"o.c. (U.N.O.) PREFABRICATED %—TRUSS 0 24"o.c 8d ® 6"o.c. (U.N.O.) SHEARWALL PER I n fl PLAN 1 TRUSS BLOCKING RAFTER PER PLAN 6"o.c. TO BLOCKING RF-41 SIMPSON DSC2 DRAG STRUT (LEFT or RIGHT HAND) 8d ® 4"o.c. SHEAR WALL RAFTER PER GIRDER PER PLAN PLAN TRUSS ROOF SHEATHING WALL TOP 8d NAILS AT 6"o.c. PER PLAN r PLATE SHEATH TRUSS PER P1-6 SHEATH TRUSS ROOF SHEATHING PER P1-6 IPLAN VIEW PER PLAN gd 6"o.c. PROVIDE INTERMITTENT SIMPSON DSC DRAG STRUT 2x10 BLKG. BETWN. ROOF SHEATHING TO BLOCKING (LEFT or RIGHT HAND) FRAMING AS REQUIRED STUDS w/A35 EACH END (4)-10d TOENAIL 16d ® 4"o c ••� BLOCKING TO 16d ® A35 ® e o e e e e • 2x12 JOB RIPPED LEDGER BEAM 4"o.c. 24"o.c. ' w/ (3)-16d ® EACH STUD SIMPSON H1 or H2.5 and 3 ROWS 16d d 6"o.c. SEISMIC CLIP TO BLOCKING. 2x AS RAFTERS PER REQUIRED PLAN TOP WALL PLATE HANGER SHEAR WALL PER PLAN (SEE PLANS) DETAIL A DETAIL A SIM. TRUSS SHEATHING ROOF SHEATHING PER PLAN 2x4 36" MIN. BACKSPAN, W/10d ® 6"o.c. STAGGER—� 8d ®6"o.c. EAVE PER ARCH. DET.� 2x6 BLKG 2x4 VENTED BTWN. STUDS BLOCKING W/(4)-10d TOENAILS U10 RAFTERS @ LOWER ROOF RF-54 CS16 STRAP ON SINGLE STUD w/(13)-8d NAILS EACH END. EDGE NAILING PER SHEARWALL SCHEDULE DBL JOIST PER PLAN— CS16 STRAP w/(13)-8d NAILS EACH END TO HEADER AND TRIMMERS HEADER PER PLAN OPENING / CS16 TO HEADER SHEAR WALL PER PLAN & SCHEDULE MIDSPAN OF STRAP FRMGB-18 LSU26 HANGER BEAM PER PLAN - WALL SHEATHING PER PLAN RF-40 TRUSS TO PLATE CONNECTION RAFTER CONNECTION RF-64 RF-25 SHEAR WALL PER PLAN BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE (STAGGER) TO BEAM 202 RAFTER PER PLAN RAFTER TO BEAM AND SAVE SHEAR WALL PER PLAN —\ /—STRAP PER PLAN STRAP PER PLAN EDGE NAILING PER SHEAR WALL SCHEDULE SLOT PLYWOOD AS REQ'D FOR HOLDOWN 2X FLR. JOIST INSTALL PLYWOOD SHIM AS REQ'D DBL JOIST OR BEAM PER PLAN STRAP TO DBL JOIST OR BEAM SHEAR WALL PER PLAN FRM-05C 16d ® 6"o.c. 2x RIM BOARD 7-1 FLOOR A35 AT 24"o.c. SLOT PLYWOOD AS JOISTS (U.N.O.) SEE DET. "20/S3" REQ'D FOR HOLDOWN PER PLAN FOR LOCATION OF - I SHEATHING JOINT 2x FLR. JOIST BEAM PER PLAN BOTTOM PLATE NAILING PER STRAP PER PROVIDE FULL WIDTH SHEAR WALL SCHEDULE TO PLAN BLOCKING BELOW POST 2x4 BLOCKING LDBL JOIST OR AT ENDS OF SHEARWALL BEAM PER PLAN U16 STRAP TO DBL JOIST U17 STRAP TO BEAM FRM-05C FRM-16B MST STRAP ON DOUBLE STUD w/16d NAILS PER SCHEDULE NAILS ® CENTER LINE OF EACH STUD. FULL BLOCKING BELOW THE POST SHEAR WALL P PLAN & SCHEDL NAIL WALL SHEATHINC TO STUDS, THAT BEL STRAPS, PER EDGE NAILING MST STRAP CONNECTION BOTTOM PLATE NAILWI PER SHEAR WALL SCHEDULE (STAGGER) TO PEAM FRM-02 BEAM PER PLAN SEE ARCH. DET. FOR O.H./GUTTER SYSTEM RAFTER/BEAM SECT. RF-16 CS16 STRAP ON SING STUD w/(13)-8d NAI EACH END. FULL BLOCKING BELOW THE POST SHEAR WALL PI PLAN & SCHEDU NAIL WALL SHEATHING STUDS, THAT BELOW STRAPS, PER EDGE NAILING 1­101 r_ 07MA �n�Ir.Ir-�Tl�r.l 8d 0 6'o.c. CS16 STRAP SHEAR WALL PER PLAN SLOT PLYWOOD AS REQ'D FOR HOLD-DOWN FLOOR JOISTS FLOOR JOISTS PER PLAN PER PLAN L RIM JOIST JOISTS A35 AT 24"o.c. W/(4)-10d TOENAILS-/ (U.N.O.) INSTALL PLYWOOD SHIM AT REQ'D BEAM PER PLAN PROVIDE FULL WIDTH BLOCKING BELOW POST AT ENDS OF SHEARWALL CS 16 STRAP TO BEAM U18 FRM-07B 16d ® 6"o.c. EDGE NAILING PER _ SHEARWALL SCHEDULE SHEAR WALL PER PLAN - FRM-02A 8d ® 6"o.c. ` 16d ® 6"o.c. PLAN VIEW SHEARWALLS INTERSECTION 16d ® 6"o.c. FRMGB-18 U o � v J � r 1'� V W C O 0 Z 00 � U) >Qcy7m W <- > cb E N Z LO O N E W 0. W Z W J J �v:`aG .yip i r • ,� sF v7y g '— S"»� �' X •�. »••�o�� e w J J F-- U W D Q U) 0 N . 00 Z m WQ Q -13 / V O W m Z W 00 W I'*-- Q _w N _W W W 0 z U W � w O � 0 REVISIONS: DATE: 09/30/19 SCALE: AS SHOWN DRAWN: ML JOB: LB19-52 8d NAILS AT 6"o.c. SHEAR WALL BOTTOM PLATE NAILING PER 2x6 LEDGER w/(2)-16d ® EACH STUD PER PLAN 8d NAILS AT 6"o.c. _ SHEAR WALL SCHEDULE and 2 ROWS 16d ® 6"o.c. TO BLOCKING. 2x6 LEDGER w6d ® 2x6 RAFTERS @ 24"o.c. 2x6 BLKG. BETWN. SHEAR WALL PER and 2 ROW _SHEAR WALL W/LSU26 HANGER STUDS w/A34 EACH END 16d ® 6" o.c. PLAN & SCHEDULE EACH STUD and 2 16d 0 6"o.c. TO BLOCKING. PER PLAN ROOF SHEATHING PER PLAN EDGE NAILING PER 2x6 RAFTERS ®24"o.c. 2x6 BLKG. BETWN. SHEAR WALL SCHEDULE 8d 0 6"o.c. TO STAGGER BOTTOM PLATE W/ LSU26 HANGER RIM BOARD VENTED BLOCKING NAILING PER SHEAR WALL STUDS w/A34 EACH END EDGE NAILING PER PLAN SCHEDULE ROOF PER PLAN PER SHEAR WALL EDGE NAILING PER HEATHING STAGGER BOTTOM SCHEDULEk7SHEATHING JOINT ` ' SHEAR WALL SCHEDULE —\` BOOR SHEATHING PLATE NAILING PER _f PER PLAN 8d ® 6"o.c. TO SHEAR WALL SCHEDULE VENTED BLOCKING FLOOR SHEATHING BEAM PER PLAN i PER PLAN ­ - - FLOOR JOIST or RIM BOARD PER PLAN FLOOR JOIST or H2.5 ® EACH RAFTER i LOCATE SHEATHING BLOCKING PER PLAN BLOCKING PER PLAN JOINTS AT RIM BOARD T w/3/8" GAP —� i 2x12 RIM JOIST W/10d H2.5 ®EACH � 10d TOE —NAIL L TOENALS ® 6"o.c. RAFTER T 10d TOE —NAIL AT 6" a.c. A35 PER S EAR EDGE NAILING PER 2x 12 BLOCKING H2.5 ®EACH PER SHEAR WALL WALL SCHEDULE SHEAR WALL SCHEDULE @ 24"o.c. RAFTER 2x12 RIM JOIST EDGE NAILING AT 6" o.c. '-,—WALL /pE U.N.O. W/1od TOENALS FLOOR JOISTS JOINT A35 AT 24"o.c. CAA 6"o.c. PER PLAN SCHEDULE (O.K. TO USE LTP5 (U.N.O.) BEAM PER OVER THEPLAN BEAM PER PLAN SEE DETAIL "21/S3" EDGE NAILING PER SHEATHING ® SAME EDGE NAILING PER FOR OPTION DISTANCE AS A35) SHEARWALL PER PLAN SHEAR WALL 2x12 BLOCKING SHEAR WALL SCHEDULE GARAGE HEADER PER PLAN W/TWO SIDE SHEATHING SCHEDULE ® 24"o.c. SHEAR WALL PER NOTE: USE THIS DETAIL WHEN CS16 STRAP EACH SIDE FROM��%� PLAN &SCHEDULE A35 AT 24 o.c. SHEAR WALL PER SHEARWALL PANEL EDGES DO HEADER TO BLOCKING AT (U.N.O.) PLAN & SCHEDULE NOT FRAME ONTO COMMON SHEARWALL MEMBER (RIM JOIST) SHEARWALL PER PLAN SHEAR TRANSFER @ SHEAR TRANSFER @ EXTERIOR WALL EXTERIOR WALL (OPTION) SHEARWALLSYOFSET AT GARAGE 23 SHEARWALLS OFFSET 20 FRM-01 2 1 FRM-01A U22 8d NAILS AT 6"o.c. SHEAR WALL STRAP OR HOEDOWN 2x6 LEDGER w/(2)-16d ® EACH STUD PER PLAN PER PLAN and 2 ROWS 16d ® 6"o.c. TO BLOCKING. (4) 8d NAILS PLYWOOD 2x6 BLKG. BETWN. TO BLOCKING 2x6 RAFTERS ® 24"o.c. W/ 8d NAILS AT INVERTED LSU26 HANGER STUDS w/A34 EACH END SUB —FLOOR 4"o.c.. STAGGER SHEAR WALL DIRECTION CHANGE PER PLAN 2 —8d 0 Cox. FLOOR JOIST ROOF SHEATHING PER PLAN STAGGER BOTTOM PLATE () PER PLAN PLYWOOD 8d ®6"o.c. TO NAILING PER SHEAR WALL VENTED BLOCKING -- SCHEDULE SUB —FLOOR FLOOR SHEATHING PER PLAN PLYWOOD SUB —FLOOR (3)-16d ® 16"o.c. //T X\ i F H2.5 ® EACH RAFTER FLOOR JOIST 16d 06"o.c. i T PER PLAN 10d TOE —NAILS 2x12 RIM JOIST W/10d TOENALS ®6"o.c. 2x BLOCKING AT 24"o.c. EDGE NAILING PER—/' SHEAR WALL SCHEDULE FLOOR JOISTS EDGE NAILING PER PER PLAN 2x RIM JOIST EDGE NAILING PER SHEAR WALL SCHEDULE 10d TOENAILS ® 6"o.c. SHEAR WALL SCHEDULE A35 PER SHEAR WALL STAGGERED 16d BEAM PER PLAN EDGE NAILING PER SCHEDULE U.N.O. 0 4 o.c. 2x12 BLOCKING SHEAR WALL SCHEDULE ® 24"o.c. SHEAR GARAGE HEADER PER PLAN A35 AT 24"o.c. A35 PER SHEAR WALL SHEAR WALL PER PER PLAN WALL SHEAR WALL SCHEDULE U.N.O. PLAN &SCHEDULE PER PLAN HI (U.N.O.) CS16 STRAP EACH SIDE FROMPLAN VIEW HEADER TO BLOCKING AT SHEARWALL SHEARWALL PER PLAN W/TWO SIDE SHEATHING CONNECTION AT FLOOR JOIST SHEARWALLS OFFSET ET A GARAGE DIRECTION CHANGE FRM-08A �j JOIST TO SHEAR WALL 2 7 SHEAR WALLS INTERSECTION 2 2 26 FRM-10A FRMGB-18 SHEAR WALL PER PLAN BEAM PER PLAN BOTTOM PLATE NAILING SIMPSON CS16 STRAP PER SHEAR WALL SIMPSON MST37 STRAP (U.N.O.) CRIPPLE STUD w/(8)-8d EACH END or SHEAR WALL PER SCHEDULE (STAGGER) W/(21)-16d EACH END, DON'T CRIPPLE STUD TS22 IF TWO BEAMS PLACED PLAN & SCHEDULE FLOOR JOIST TO BLOCKING PROVIDE STRAP IF BEAM ON COMMON POST PER PLAN EDGE NAILING PER LOCATED UNDER THE TOP WALL SHEAR WALL SCHEDULE BEAM PER PLATE 4 8d w/ PLYWD. PLYWOOD PLAN ( )— SUBFLOOR BLOCKING DBL WALL F --7-7- 7 1 TOP PLATES 16d � 6"o.c. 16d � 6"o.c. EDGE NAILING PER SEE DET. "20/S3" FOR 2x BLOCKING SHEARWALL SCHEDULE LOCATION OF SHEATHING (U.N.O.) ON PLAN TOP PLATE POST PER PLAN JOINT SHEAR WALL PER PLAN 2x BLOCKING ® 16" o.c. FLOOR JOI PER PLAN STUD W L16d ® 6"o.c. (BEARING WALLS), ®48"o.c. A35 PER SHEAR WALL PLAN VIEW (GABLE WALLS) SCHEDULE U.N.O. POST or STUDS 10d TOENAIL @ 6"o.c. PER PLAN EDGE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL H L SHEAR WALL PER PER PLAN PLAN &SCHEDULE 3 ^ BEAM TO POSE CONNECTION L RF-13 BLOCKING TO END WALL SHEARWALL CONNECTION BEAM TO PLATE CONNECTION 31 SHEARWALL CONNECTION 29 30 RF-60 FPMGB-18 28 FRM-03A FRM-11C U o J U J �? V 0 W O z - O @ _ (C:cy)) ?j E LU r— a0 Ul �0uj �w W Z zO0 ti , L1J V Z n W W J J O•Z . Q p M`- �: 0 ti��� •••��``� x ' e +1... w J J N . 00 Z WQ \Q O O <C 0 (� 0 O 0) z 0� J w o0 NW W O �z Z — U () w _W O J 0 -� U REVISIONS: DATE: 09/30/19 SCALE: AS SHOWN DRAWN: ML JOB: LB19-52 NOV 2 5 2019 BUILDING BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE CONTINUOUS CS16 EACH DOUBLE SIDE w/(13)-8d EACH TOP PLATE SHEAR WALL PER END EVENLY SPACED, TO PLAN &SCHEDULE HEADER AND 46 DBL JOISTS 2x BLOCKING w/10d TOE BLOCKING. STRAP MAY BESHEAR WALL PLACED OVER WALL PER PLAN NAILS 0 6"o.c. PER PLAN SHEATHING PANEL EDGE NAILING, PER SHEAR WALL SCHEDULE FLOOR SHEATHING x PER PLAN uj EDGE NAILING PER > = o SHEAR WALL 3x BLOCKING AT U 1 FLOOR JOIST, SEE PLAN SCHEDULE � Q LO PANEL JOINT FOR SIZE &SPACING y BOTTOM PLATE NAILING PER w 3 FLOOR JOISTS I SHEAR WALL SCHEDULE (2) 2x S UDS or 2 2x STUDS or • +� I POST PE PLAN ( ) LSC STRINGER 2x6 P.T. PLATE w/ANCHOR PER PLAN I POST PER PLAN CONNECTOR BOLT PER PLAN 12" MAX FROM • ER PLAN ENDS & 7" MIN. EMBEDMENT SIMPSON ST D14 SHEAR WALL PER PLAN W/(8)-10dx1.1/2 TO A35 PER SHEARWALL w/ 3"x3"x1/4" PL. WASHER RIM JST. SCHEDULE U.N.O. ON HOLD-DOWN w/ W/BOTH SIDE SHEATHING (9)-10dx1.1/2" TO THE PLAN p (ELSEWHERE USE 5/8"dx10" Z 2x BLOCKING I n. A.B. 0 60" o.c.) 2x FLR. JOIST (24)-16d S NKER STRINGER (4)-10d 0 W/(4)-10d NAILS 3x P.T. PLATE w/ (2)-5/8" DIA. #4 BARS VERTICAL 0 00 JOISTS SPUCE TOE -NAIL TO BEAM x 12" A. BOLTS w/3"x3"x1/4" STRINGER PER ( 18"o.c. w/6" HOOK, TE WASHER PLAN ALTERNATE BENDS AND (4)-#3 TIES 0 3" `� RAISE STEMWALL 0 Ia HORIZONTAL 0 18"o.c. BEAM PER PLAN O.C. 0 TOP & 6" HEIGHT PER PLAN O.C. FOR BALANCE _ 2x4 LAID FLAT = L Z Z 1 8" THK. a ° ° M _ BLOCKING -III=1i1=1111=11i L l l 1 STEMWALL SLAB ON DBL JOISTS OR GRADE BLOCKING PER PLAN � — - L 2x4 KICKER PLATE i -,-,-- _ W/8d C� 4" O.C. I- -III III III 1 I (8)-#4 VERT. I ____ w/6" HOOK AT I I I_ 4" 8" 4" (2) #4 BARS. U FOOTING — CONT. CONT. FOUNDATIO w/(2)-#5 TOP & V333WOOD STAIRS CONNECTION FND JST. PERPEND. FLOOR JOISTS SPLICE FLR. JST. PERP. TO WALL. BRACED WALL PANEL DEi. (U.N.O.) 34 FRM-18 FND-01 35 3� 37 FRM-076 FRM-06C FRM-22 SEE HOLD—DOWN DBL STUD OR DBL STUDS w/16d 0 6"o.c. or SHEAR WALL PER POST PER PLAN. PLAN & SCHEDULE SCHEDULE FOR STHD STRAP PER PLAN, POST PER PLAN tsd 06" o.c. STHD STRAP PER PLAN, DBL STUD OR SIZE & NUMBER STRAP MAY BE PLACED -- IF SHEAR WALL ADJACENT TO SEE DETAIL "54/S5" STRAP MAY BE PLACED /—POST PER PLAN OF NAILS OVER SHEATHING OPENING WITH (2)-2x FOR OPTION LINE OF CONCRETE SEE HOLD-DOWN OVER SHEATHING TRIMMERS, NAIL KING STUD TO STEM WALL BEYOND SCHEDULE FOR DRIVEWAY APPROACH PLYWOOD TRIMMER PER SHEAR WALL PANEL EDGE NAILING, SIZE &NUMBER I BOTTOM PLATE NAILING PATTERN PER SHEAR WALL 2x RIM JOIST w 10d OF NAILS SHEATHING 'i' / F I . PER PLAN 1. SCHEDULE, (HDG TO TOE NAILS 0 6"o.c. I I 4" CONCRETE SLAB I , I. SILL PLATE) I I PER PLAN DO NOT NAIL ' i' ,'1,' HDU HOLD-DOWN PER PLAN I' DO NOT NAIL I, LOCATE SHEARWALL PANEL 1 j SHEATHING AT , I• SOLID BLOCK SHEATHING AT HOLD-DOWN y • 16d 0 6"o.c- FOR FULL I FLOOR SYSTEM PER PLAN JOINT ONTO COMMON _ HOLD-DOWN I,' I. U.N.O. BEARING 1 MEMBER (RIM JOIST) OR 1 1 /2" CLR. °A 1 ' { UNDER I PROVIDE LTP5 PLATE PLYWOOD POST SHEATHING I ' JOINT PER SHEARWALL FLOOR JOIST, SEE #3 STIRRUPS 0 6"o.c. (2) #5 GRADE 40 PER PLAN 1 i SCHEDULE. (FOR P1-6, PLAN FOR SIZE & FULL BLOCKING LTP5 PLATE NOT REQUIRED) SPACING io 1° vl . BARS j I I I BELOW THE POST 1 2x6 P.T. PLATE w/ANCHOR BA #4 GRADE 40 #4 BAR ° m I ! ; SIMPSON CNW COUPLER NUT BARS ® 18"o.c. ; , I D D , , 00 • BOLT PER PLAN 12" MAX FROM ° #4 BAR ENDS & 7" MIN. EMBEDMENT d FINISH GRADE `�� D°" ° D ° _I D D 1 i w/ 3"x3"x1/4" PL. WASHER BARS 5 GRADE 40 • p 1. ° p�l ° SlMPSON SSTB/SS ANCHOR UNBALANCED = (ELSEWHERE USE 5/8"dx10" z p p _ I D. D • `. . I BACKFILL HEIGH p ° ° ° III BOLT or EPDXY GROUTED ALL 30" MAX. z I hI I I —III ° A.B. ®60" o.c.) THREADED ROD PER HD #4 BARS VERTICAL 0 00 : 4" 8" 4" °D m m a SCHEDULE _ —III—III— i I 18"o.c, w/ 6" HOOK, M Q Q - I I tO I —I I I I ° ALTERNATE BENDS AND O r�----_-- Ia. HORIZONTAL 0 18"o.c. 1' - 4' v w C-I-I-.--- - -1 — Do 0 1 /2" �' STEM PER PLAN 1 /2" ® , X a. a i I ° . Q ° CONCRETE 4" TIGHT LINE STEM PER PLAN CORNER CONDITION REINFORCEMENT O 0- CORNER CONDITION I' w I. I 00 2 _- CORNER OF STEM #4 BAR x 30" i ° II, a — WALL AS OCCUR 1 O I I ° n c — MIN. LENGTH w CORNER OF STEM #4 BAR x 30" WALL AS OCCUR 'r I III III Ill II MIN. LENGTH 4" PERF. FTG. DRAIN, 4" 8" 4" (2) #4 BARS FOUNDATION at GARAGE DOOR STHD STRAP TIE HOLD—DOWN v w/GRANULAR FILL CONT. FND—O8 � STHDRJ STRAP TIE HOLD—DOWN TYPICAL HDU HOLD—DOWN J� 39 40 41 42 FND JST. PERPEND. FND-02 STANDARD INSTALLATION FRMGB-43 RIM JOIST INSTALLATION FRMGB-44 INSTALLATION AT RIM JOIST FRMGB-32 SHEAR WALL PER SHEAR WALL PER PLAN & SCHEDULE PLAN & SCHEDULE SHEAR WALL PER SHEAR WALL PER PLAN & SCHEDULE PLAN & SCHEDULE 16d 0 6"o.c. BOTTOM PLATE NAILING f �• PER SHEARWALL 2x10 P.T. JOB RIPPED PLATE PANEL EDGE NAILING, PANEL EDGE NAILING, t ° PANEL EDGE NAILING, 2x RIM JOIST w/1Od TOE SCHEDULE w/ANCHOR BOLT PER PLAN 12" MAX PER SHEAR WALL BOTTOM PLATE NAILING PER SHEAR WALL PER SHEAR WALL SCHEDULE, (HDG TO PER SHEARWALL SCHEDULE 16d 0 6"o.c. NAILS ®6"o.c. FROM ENDS & 7" MIN. EMBEDMENT SCHEDULE, (HDG TO SCHEDULE, (HDG TO PANEL EDGE NAILING, w/ 3"x3"x1/4" PL. WASHER SILL PLATE) 2x6 P.T. PLATE w ANCHOR SILL PLATE) TYPICAL CORNER SILL PLATE) / BOLT 2x BLOCKING 0 16" o.c. PER SHEAR WALL (ELSEWHERE USE 5/8"dxtO" A.B. 0 18"x6" #4 DOWELS PER PLAN 12" MAX FROM ENDS , + DETAIL 60"o.c.) 1 (BEARING WALLS), 0 48"o.C. SCHEDULE, (HDG TO 0 18"o.c. & 7" MIN. EMBEDMENT w/ LOCATE SHEARWALL PANEL , LOCATE SHEARWALL PANEL TREAT CUT TO AWPA U1 AND M4 2x RIM JOIST w (GABLE WALLS) SILL PLATE) 3N3"xt/4" PL. WASHER JOINT ONTO COMMON /10d TOE V-6' JOINT ONTO COMMON STANDARDS. z NAILS 6"o.c. MATCH SIZE and MEMBER (RIM JOIST) OR 18"x6" #4 DOWELS 4" TH. CONCRETE (ELSEWHERE USE 5/8"dx10" A.B. MEMBER (RIM JOIST) OR DIAMETER OF ® 60"o.c. PROVIDE LTP5 PLATE 0 PROVIDE LTP5 PLATE 0 ® 18"o.c. SLAB W/#4 ® - JOINT PER SHEARWALL cV JOINT PER SHEARWALL 4" TH. CONCRETE 18"o.c. EACH WAY N SCHEDULE. FOR WALL REINFORCEMENT SCHEDULE. (FOR REQUIP11-6RED) SLAB N z LTP5 PLATE (NOT REQUIRED) LTP5 PLATE NOT REQUIRED) � .4 2x12 FLOOR JOIST PER PLAN -- .----T—�° -�� 4" TH. CONCRETE SLAB W/LB212AZ TOP FLANGE — a I w/WWF 6X6-10/10, - — — _"l� �•�'a: - 2x6 P.T. PLATE w/ANCHOR _ _ HANGER, PROVIDE MOISTURE - & 4" SAND or 3/8"o 00 • BOLT PER PLAN /A MAX FROM ---' ` `-P -.Q a I I � GRAVEL BASE a al I ' . PROTECTION BETWEEN JOISTS 4 FINISH GRAD v ENDS & 7" MIN. EMBEDMENT a AND CONCRETE UNBALANCED _ — w/ 3"x3"x1/4" PL. WASHER Z UNBALANCED a 1� BACKFILL HEIGHT ° d •I 2x BLOCKING 0 16"o.c. �. UNBALANCED —_ d 1 (ELSEWHERE USE 5 8"dx10" _Z BACKFILL HEIGHT z — g_ °-- rr -III—III—) / 30" MAX. • z 30" MAX. I 2x6 P.T. PLATE w/ANCHOR BACKFILL HEIGH (— I• A B. A 60" o.c.) _ g COMPACTED _ I BOLT PER PLAN 12" MAX FROM Z: 30" MAX. _ co z GRANULAR FILL I ° #4 BARS VERTICAL 0 18"o.c. 00 ENDS & 7" MIN. EMBEDMENT rr 1 COMPACTED I ° #4 BARS VERTICAL ® d w/6" HOOK, ALTERNATE BENDS -I i (—III—I ((—III— I I w/ 3"x3"xl/4" PL. WASHER:1 ° GRANULAR ° I ( AND HORIZONTAL 0 18"o.c. I—) I I —III —III —III —I I a #4 BARS VERTICAL ® FILL I 18"o.c. w/6" HOOK, a, J� � (ELSEWHERE USE 5/8"dx10" � TYPICAL INTERSECTION 18"o.c. w/6" HOOK, a ALTERNATE BENDS AND al ° A.B. 0 60" o.c.) DETAIL m -I I_ ALTERNATE BENDS AND I . 'o CX 1 _ d • HORIZONTAL 0 18"o.c. ,p UNBALANCED BACKFILL HORIZONTAL 0 18"o.c. ��n—n—rl � - �O I . #4 BARS VERTICAL 0 c i a q I . in ao _— I HEIGHT 30" MAX. da 18"o.c. w/6" HOOK, 4" TIGHT LINE of i 1 —n ° I I _ I ALTERNATE BENDS AND 00 • HORIZONTAL 0 18"o.c. — nO�n �` ° 114" PERF. FTG. 4" 8" 4" TYPICAL CONCRETE WALLS I III I I=III I I I 1 I III III— I I I I — (2) #4 BARS, CONT: I (I —III— Oo 4 0' PO DRAIN, w/GRANULAR -�— 4" PERF. FTG. 4" 8" 4" (2) #4 BARS, CONT. U FILL I I —III — and FOOTING INTERSECTION 4" PERF. FTG. DRAIN, 4" 8" 4" (2) #4 BARS, CONT. DRAIN, w/GRANULAR ih I —I I w/GRANULAR FILL FILL — —III (I �— F-10 4" 8" 4" (2) #4 BARS, CONT, U FOUNDATION AT ENTRY GARAGE TO HOUSE M 43 FND JST. PARALLEL @)ATFND. W TOP FLANGE HANGER 45FND-04 ENTRY FND-04 4 6 FND-10 U o J � J a� V 0 W O O Z It coo) 0 Ua CO Q Cn cu 3tobE w C- o W W Z�N z z O � f� W Z W J N >.� Fo N;. i ,« M G o U) «hy w d J F— D Q rcr v� N 00 Z W <( Q �a Q ''^^� o V �i-"+ v J O w cy)z ry W o2 W �p f1c NW 3; Z W z <C z 0 W U) O .J W U 0 REVISIONS: DATE: 09/30/19 SCALE: AS SHOWN DRAWN: ML JOB: LB19-52 C NOV 2 5 2 99 E3UILQING SHEAR WALL PER SHEAR WALL PER NOTE, PLAN & SCHEDULE PLAN & SCHEDULE AT BEAM SPLICE USE 2x6 GUSSET w/(3)-10d EACH PANEL EDGE NAILING, 2x6 P.T. PLATE w/ANCHOR CONCRETE STEM GUSSET C POST & O-10d PER SHEAR WALL 16d ®6"o.c. BOLT PER PLAN 12" MAX FROM WAIL —POST PER PLAN z SCHEDULE, (HDG TO ENDS & 7" MIN. EMBEDMENT z SILL PLATE) w/ 3"x3"x1/4" PL. WASHER a (ELSEWHERE USE 5/8"dx10" A 3'-0" MIN. a I m LOCATE TO COMMON PANEL A.B. 060" o.c.) a I SIMPSON COLUMN BASE 2x RIM JOIST w 10d TOE PANEL EDGE NAILING, I � JOINT ONTO COMMON NAILS 0 6"o.c. PER SHEAR WALL I ■ BEAM PER PLAN CBS044 - 4x4 POST SIZE MEMBER (RIM JOIST) 0 SCHEDULE, CBSQ44 - 4x4 POST SIZE c9 PROVIDE LTP5 PLATE ® (HDG TO _I_ _ JOINT PER SHEARWALL SILL PLATE) %CBSQ66 - 6x6 POST SIZE w 4" TH. CONCRETE SLAB CBS068 - 6x8 POST SIZE SCHEDULE. (FOR P1-6, 4" TH. CONCRETE SLAB _ADD REBAR #5 ■ CBSQ88 - ax8 POST SIZE y LTP5 PLATE NOT REQUIRED) IN STEM WALL 2X6 GUSSET EACH w/WWF 6x6-10/10, 0 FLOOR JOIST or 4" TIGHTUNE w/WWF 6X6-10/10, & 4" SAND & 4" SAND or 3/8"0 4" TH. CONCRETE SLAB BLOCKING, SEE PLAN or 3/8"0 GRAVEL BASE SIDE OF BEAM ■ GRAVEL BASE w/WWF 6X6-10/10, FOR SIZE & SPACING W/(3)-10d TO BEAM Z O o & 4" SAND or 3/8"0 ap Q * = x AND POST 3" _ Q Z SIDE COVER GRAVEL BASE a � � � - N •� 2x6 P.T. PLATE w/ANCHOR o ° —)II= . POST PER PLAN (2) - A23 ANGLE N �b c ° $_. a BOLT PER PLAN 12" MAX FROMZ - I- .°- ---- ----T a ° . ENDS & 7" MIN. EMBEDMENT _— _ _— I a _ w/ 3"x3"x1/4" PL. WASHER _ Z ° 1.8„ j —�I 2 LAYERS OF 30 OR EQUAL (ELSEWHERE USE 5/8"dx10" 0D (—III ¢ ASPHALT PAPER PINS E CONCRETE — j #4 BARS VERTICAL A.B. ®60" o.c.) °o I a 18< ——�—�—� " o.c. w/6" HOOK. a I - g ALTERNATE BENDS AND II(=I I_I 0 = Z ° Q #4 BARS VERTICAL ® °0 • (°4 • HORIZONTAL 0 18" .c. FOOTING I a UNBALANCED BACKFILL _ I: i� a _ Q 4 I ALTERNATE w/6" HOOK, REINFORCEMENT III—) I I ° W_ --� ° � • HEIGHT 30" MAX. do ALTERNATE BENDS AND _ PER PLAN I�1 _�. HORIZONTAL ® 18"o.c• ADD BARS TO —III M — MATCH FOOTING V FOOTING PER PLAN a° I I I —I j I► _ SLOOPEEDATTO DRAIN M REINFORCEMENT — _ il-- °O APPROVED DRAINAGE 1'-4" FOOTING M SEE FOUNDATION T4"j, ° — SOURCE (2) #4 BARS CONTIN. REINFORCEMENT ON PLAN FOR PER PLAN SIZE AND REINFORCEMENTUNBALANCED BACKFILL8" 4" (2) #4 BARS, CONT. v HEIGHT 28" MAX. FOOTING MUST BEAR ON UNDISTURBED SOIL 4� GARAGE TO HOUSE M FOUNDATION w/SLAB FLR. STEP FOOTING CRAWL —SPACE POST c�C ISOLATED FOOTING FND-10 49 FND-05 50 5 BEAM CONNECTION ON SLAB ON GRADE FND-16 52 F-04E SHEAR WALL PER PLAN & SCHEDULE 16d 0 6" o.c. 2'-6" SHEATHING AT ALL P.T. POST PER PLAN AROUND PER P1-6 OF �— SHEARWALL SCHEDULE SHEAR WALL SIMPSON COLUMN BASE 8d NAILS AT 6"o.c. PER PLAN PBS44A- 4x4 POST SIZE PANEL EDGE NAILING, PBS46 - 4x6 POST SIZE PER SHEAR WALL 2x RIM JOIST w/10d 60"00" CHIMNEY CHASE 4x4 POST FRAMING FOR VENTED GAS ROOF SHEATHING HOLD BACK STUD TO PBSES - 4x6 POST SIZE SCHEDULE, (HDG TO TOE NAILS ®6"o.c. FIREPLACE PER PLAN ALLOW FOR CONTINUOUS CONCRETE OR UNLESS SPECIFIED ON THE PLAN SILL PLATE) CMU PIER LOCATE SHEARWALL PANEL A35 PER SHEARWALL / I POST PER PLAN 2x10 RAFTER SHEARWALL SHEATHING JOINT ONTO COMMON SCHEDULE / I / I/ 2x4 P.T. PLATE w 2 PER PLAN / /( )-� STAGGERED EDGE (3)-#3 TIE ® 3" o.c.. AT TOP, MEMBER (RIM JOIST) OR I / /I AO NCHOR BOLT AT EACH SIDE WALL PER PLAN Z ILING P 6"o.c. FOR BALANCE PROVIDE LTP5 PLATE o / / I / I 4" MIN, 12" MAX FROM ENDS SHEARWALIASCHEDUER 10j JOINT PER SHEARWALL _ & 7" MIN. EMBEDMENT w/ LE (4)-#4 VERTICAL SCHEDULE_ (FOR P1-6, FLOOR JOILE ST, SEE /P1/� y / 3"x3"x1/4" PL. WASHER W 6 =90dgr HOOK PLAN FOR SIZE & 4" TH. CONCRETE SLAB STHD14 HOLDOWN --��� = FINISH GRADE LTP5 PLATE NOT REQUIRED) o CLEAR ° BAND BOARD SPACING / /I / w/WWF 6X6-10/10, O I / / OVER 6 MIL. VAPOR BARRIER Fol c~i1 / I & 4" SAND or 3 8"o 0 Z 2x6 P.T. PLATE w/ANCHOR io / ° 00 m BOLT PER PLAN 12" MAX FROM / I I/ GRAVEL BASE FINISH GRADE ° ENDS & 7" MIN. EMBEDMENT a 4x4 POST _ UNBALANCED _— w/ 3"x3"x1/4" Pl. WASHER FINISHED GRADE ° 'r- ' a'- --= --- �� (ELSEWHERE USE 5/8"dx10" Z_ ° BEAR MUST BAC30- MAX. HEIG I I=III=I I °�. y {y 8 � BEAR ON UNDISTURBED 30" MAX. Z .o. A.B. ®60" o.c.)SOIL � 'I I ITI v —III—III' I #4 BARS VERTICAL -�/ ° ° ° e� , e a ° I ITI I 2x10 BLKG. BETWN. SEE FOUNDATION PLAN I 18"o.c. w/6" HOOK, I z ° LSSU210 HANGER FOR SIZE I —I I I I I c ALTERNATE BENDS AND ° STUDS w/A35 EACH END SHEARWALL SIDE PER PLAN _ PATIO SLAB BEYOND .I Ia HORIZONTAL ® 18"o.c. _ ° _,_e_ La . 4" TIGHT LINE -' ' ^'\ 2x12 JOB RIPPED LEDGER 3x6 P.T. SILL PLATE W/5/8"O o d —I #4 0 12"o.c. EACH WAY w/ (2)-16d ® EACH STUD x12" ANCHOR BOLTS AND and 3 ROWS 16d ® 6"o.c. 3x3x1/4" PLATE WASHER STHD14 HOLDOWN _ - TO BLOCKING. —77 v 68"x34" FOOTING _ o _ °_ 2'-10" I I I( � I I I FOUNDATION MUST PLAN \/ BEAR ON UNDISTURBED r LAN VIEW 4" PERF. FTG. DRAIN, 4" 8" 4" (2) #4 BARS, U SOIL ISOLATED FOOTING w/GRANULAR FILL CONT. i7 % RAFT 53 FOR DECK FND JST. PERPEND. FOUND. FOR GAS FIREPLACE 56 ER CONNECTION. SHEAR WALLS W/2 SIDE SHEATHING ML-FCMU07 5 4 FNO-02 5 5 5 7 FRMGB-18 J 0 _! cu W to 0 z LU c N 4- Z � � Ua r/ Qrnta 1.a- _ � cb E W o ,n w w Z a� Z ZONE (0 LLJ E Z W J � J 0 F) 1n w Of a x w _Nj Q U W w V! N . 00 Z W \ �3 O > < � V 0 0c 0 w �Z � 00 w � �W � � NW Z 0 � W , Z I— I— (D �C Z U U 0 _W W p V REVISIONS: DATE: SCALE: DRAWN: 09/30/19 AS SHOWN ML OB: LB19-52 S5