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REVIEWED BLD RESUB4 BLD2021-0235+Structural_Plan+1.15.2022_1.36.59_PM+2623333SHEAR WALL SCHEDULE GENERAL NOTES BUILDING CODE 2018 IBC EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 12 PSF FLOOR LIVE LOAD = 60 PSF FOR DECK/BALCONY WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: III OCCUPANCY GROUP: R-3 DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I-JOIST/BEAM MANUFACTURER PLANS. - TRUSS DESIGN FOR ROOF FRAMING - ELECTRICAL PLANS &SPECIFICATIONS (IF REQUIRED) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN AVERAGE SOIL BEARING OF 1500 PSF PER SOILS REPORT EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLTS HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3"x3"x1/4" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 5'-0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON OR APPROVED EQUAL. CONCRETE MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TO BE 2,500 PSI WITH 6%AIR ENTRAINED +/- 1 % (FOR WEATHERING) WITH 5-1/2 MIX SACK CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE PER BUILDING INSPECTOR REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40 OR BETTER. LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 2X6 OR LARGER HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM 4X DF-L #2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi 6X OR LARGER DF-L #2 - Fb=875 psi, Fv=170 psi, Fc=600 psi, E=1300000psi STUDS 2X4 HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 2X6 OR LARGER HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi POSTS 4X4 HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 4X6 OR LARGER HF #2 - Fb=975 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 6X6 OR LARGER DF-L #2 - Fb=750 psi, Fv=170 psi, Fc=700 psi, E=1300000psi GLUED -LAMINATED BEAM (GLB) SHALL BE 24F-V4 FOR SINGLE SPANS & 24F-V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. PARALLAM (PSL) BEAMS SHALL HAVE THE MINIMUM PORPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 750 PSI (PERPENDICULAR), E = 2,000,000 PSI. MICROLLAM (LVL) BEAMS SHALL HAVE THE MINIMUM PORPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = 750 PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATION SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES TRUSSES SHALL BE DESIGNED &STAMPED BY A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. MANUFACTURER -DESIGNED AND APPROVED DIAGONAL AND SWAY BRACING SHALL BE INSTALLED AS REQUIRED ROOF/WALL SHEATHING TYPICAL WALL SHEATHING SHALL BE 7/16" AND ROOF SHEATHING SHALL BE 7/16" UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d @ 6" O.C. @PANEL EDGES AND 12" O.C. IN FIELD. U.N.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 314" T&G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8tl COMMOM OR 6tl RING SHANK AT 6" O.C. @ PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. ALL MARK SHEATING TYPE SIDES SHEAR PANEL EDGE NAILING FIELD NAILING PANEL EDGES BASE PLATE NAILING ANCHOR BOLT DIA. &SPACING SILL PLATE SIZE HOEDOWN TYPES P1-6 7/16" ONE 8d @ 6" O.C. 12" O.C. 2X 16d NAILS @ 12" O.C. 5/8"O @ 60" O.C. 2X PER PLAN P1-4 7/16" ONE 8d @ 4" O.C. 12" O.C. 2-2X 16d NAILS @ 5/8"QS @ 48" O.C. 2X PER PLAN 4" O.C. 1. FRAMING SHALL BE HEM -FIR #2 @ 16" O.C. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (U.N.O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 8d @ 6" O.C. EDGE, 12" O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.3, NOTE (e). 5. ANCHOR BOLT SPACING IS 6'-0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12"AND NO LESS THAN 7 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE %"x3"x3" WASHERS AT ANCHOR BOLTS. DO NOT RECESS BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (U.N.O.) PER IBC TABLE 2306.3. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8tl COMMON (0.131" DIA., 2%" LONG), 8d BOX (0.113" DIA., 2%" LONG), 10d COMMON (0.148" DIA., 3" LONG), 10d BOX (0.128" DIA., 3" LONG), 16d COMMON (0.162" DIA., 3%2' LONG), 16d SINKER (0.148" DIA., 3%4' LONG), 5d COOLER (0.086" DIA., 15/" LONG), 6d COOLER (0.092" DIA., 1 %" LONG) 7. 1 %4' No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6tl COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.7. 8. IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2-2x'S W/ 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAYBE SUBSTITUTED PLYWOOD EDGES TO BE CENTERED BETWEEN THE 2-2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO WALLS WITH 8tl EDGE NAILING AT 2" O.C. OR 10d EDGE NAILING AT 3" OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY MAY BE SUBSTITUTED FOR THOSE LISTED IN THE SHEARWALL SCHEDULE. COORDINATE WITH MANUFACTURER TO VERIFY APPLICABILITY AND PROPER INSTALLATION METHODS OF SUBSTITUTED HARDWARE. 10. SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. 11. SIMPSON MASP MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (1) FOR THE %" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. (I.E. (2) MASP REPLACE (1) %" DIA ANCHOR BOLT) ��) �9. 1. DOUBLE STUDS AT STRAP MINIMUM 2. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 3. SOLID RIM JOIST (g) W/ 2-16tl PER JOIST 4. FLOOR SHEATHING (10) 5. JOIST PER PLAN 6. DBL TOP PLATE 7. SIMPSON STRAP PER PLAN, CENTER STRAP AT RIM JOIST 8. SHEATHING &NAILING PER SHEAR WALL SCHEDULE 9. EDGE NAIL 10. SIMPSON MSTC STRAP (PRE -BENT) 11. BEAM PER PLAN TYPICAL SIMPSON STRAP WALL TO WALL AND WALL TO BEAM HOEDOWN N.T.S 1. SHEAR WALL PER PLAN W/ DBL STUDS AT HOEDOWN MINIMUM 2. STRAP TIE HOEDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3. RIM BOARD PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOEDOWN (11) / � n FOUNDATION ( u� � �% SCALE: 4"=1' )�) EXTENT OF HEADER (TWO BRACED WALL PANELS) )�) )� 1. HEADER PER PLAN (MINIMUM 3"x11Ya") • (11) 2. MINIMUM (2)2x4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d �4) SINKER NAILS @ 3" O.C. TYP. (3) )4) 4. SIMPSON LSTA24 STRAP TIE HEADER TO WALL ON INSIDE FACE )3) 5. FASTEN SHEATHING TO HEADER W/ 8d COMMON OR �2) GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN & (2) 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) '� TYP. 0 6. %$'MINIMUM THICKNESS WOOD STRUCTURAL PANEL o )5) SHEATHING )6) 7. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED WI 3x OR (2) 2x, &OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING IS USED, FACE NAIL WI (3) 16d SINKERS. �� �g) �� 8. 4�00# �Tf'�f -IC I0�_0 ''I �-L ���`I -(9) 9. %" DIA. ANCHOR BOLT W/ 7"MINIMUM EMBEDMENT. � -)9) USE 4' X 3" X 3" PLATE WASHER MINIMUM (TESTED �(10) ASSEMBLY) 10. FOUNDATION PER PLAN SECTION THRU 11. SHEATHING FILLER IF NEEDED WALL 12. 1000# STRAP TIE HOEDOWN PER PLAN H4 � PORTAL FRAME CONSTRUCTION (FIELD BUILT) �� N. .S � STHD14RJ STHD14RJ STHD14RJ STHD14RJ LOWER WALL LINE � � MSTC48B3 MST37 UPPER FLOOR KEY PLAN MAIN FLOOR KEY PLAN STHD14 STHD14 (PORTAL FRAME) (PORTAL FRAME) STHD14RJ STHD14RJ STHD14RJ STHD14RJ DATE REVISION REV. BY: rrctrArctu nr: DESIGNS *ENGINEERS *BUILDS 33505 13th Place S, Suite A Federal Way, WA 98003 Phone: 253-517-8773 Web: www.urbandevelopment.com, Ph. 253-835-1516 rrctr,arctu run: THANH TRANG RESIDENCE NEW CONS RUC ION Add: 23129 74TH Ave W. EDMONDS WA 98026 � PARCEL NUMBER: 0048880020-0410 �P M. � �� OS���F WASy��� � hP �I z � ��- N 'S �' L E / � �� , � � � � BY: T.N. DATE: 05�15�20 CHECKED: BT SHEET # S � 4 PROJECT � 0 � O 7A E 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. FLOOR SHEATHING PER PLAN 3. JOIST PER PLAN, SECURE TO PLATE W/ (2) 10d NAIL PER JOIST 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. �4 @ 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED, (IF MONO POUR VERTICAL REBAR DONOT REQ'S) 8. (2) #4 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS @ 6" O.C. '��ii �� ' NOTE: 1,�,. (8) SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. 1. BLOCKING BY JOIST MFR. 2• (3) 16d PER BLOCK 3. FLOOR SHEATHING 4. I -JOISTS PER PLAN 5. BEAM PER PLAN g. 2x CLEAT EACH SIDE OR SIMPSON BC POST CAP 7. 4x OR 6x P.T. POST W/ SIMPSON A34 EACH SIDE OR SIMPSON PB POST BASE 8. CONC. FOOTING PER PLAN 9• EDGE NAILS TYPICAL INTERIOR SPREAD FOOTING SCALE: N.T.S. 4) 1. FLOOR DIAPHRAGM EDGE NAILING 2. 2x BLOCKING (4 SIDES) W/ (2) 16d NAILS TO POST 3. POST PER PLAN SECURED TO FOOTING WITH (2) SIMPSON A34 FRAMING ANGLES U.N.O. 4. ISOLATED FOOTING PER PLAN AND REINFORCING PER PLAN ISOLATED FOOTING AT COLUMN `;COE: D..`;. FOUNDATION VENTILATION USE 14" x 7" SCREENED FDN. VENTS (1) VENT = .52 SO. FT. NET FREE VENT AREA FDN. AREA =NET VENT AREA REQ'D (N.V.A.) 300 N.V.A. = OTY. OF VENTS REQUIRED .52 1518 _ 5.06 = ��S REQ'D 300 5.06 .52 ( �OVENTS REQUIRED 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. FLOOR SHEATHING PER PLAN 3. FLOOR JOIST PER PLAN 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. #4 @ 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED 8. (2) �4 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS @ 6" O.C. (GALVANIZED NAILS) 11. JOIST BLOCKING AT PANEL EDGES (1ST BAY ONLY) NOTE: r 1'-4" (8) SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. (7) (6) (4) (3) :�.::;.. :'� o0 oO o O�o� � '4 � co q � �:�: 8�� 4�� (8) 1'-4" 1. SHEATHING &NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FINISH GRADE OR SLAB AS OCCURS 4. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 5. #4 @ 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS (IF MONO POUR, VERTICAL REBAR NOT REQ'S) 6. CONC. SLAB AS OCCURS 7. TREATED SILL PLATE W/ 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 8• (2) #4 BARS CONTINUOUS AT BOTTOM OF FOOTING TYPICAL SLAB ON GRADE FONDATION SCALE: N.T.S. FOUNDATION FOOTING SCHEDULE NOTE: USE MIN. 6"WIDE POST BELOW BEAM SPLICES USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. ■O 24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING 24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING W/ (3) #4 BARS EACH. WAY 30 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING WI (3) # 5 BARS EACH WAY 36 P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ (4) # 5 BARS EACH WAY 42 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING WI (4) # 5 BARS EACH WAY FOOTING SIZES BASED ON 1500 psf SOIL BEARING CAPACITY v CV M FOUNDATION PLAN 30'-0" 60'-0" SCALE: 1 /4" = 1'-0" DATE REVISION REV. BY: rrctrArctu nr: DESIGNS *ENGINEERS *BUILDS 33505 13th Place S, Suite A Federal Way, WA 98003 Phone:253p517-8773 Web: www.urbandevelo ment.com Ph. 253-835-1516 rrctr,arctu run: THANH TRANG RESIDENCE NEW C O N STRU CTI O N Add: 23129 74TH Ave W. EDMONDS WA 98026 PARCEL NUMBER: 0048880020-0410 � �P M. �q was O�,?�oF tiitic � � '`P � - 2 1 ��" 'S � ��% ' � E N � � � � � � � ; BY: T.N. DATE: 05 15 20 6-18-21 REVISION T.N. CORRECTION LETTER #1 CHECKED: BT SHEET # SZ 4 PROJECT ZD-�7AE r� 1. SHEATHING AND NAILING PER 3) SHEARWALL SCHEDULE 2. BASE PLATE NAILING PER SHEARWALL SCHEDULE 3, SHEAR PANEL EDGE NAILING 4. 16d @ 6" O.C. (3) 5. DBL TOP PLATE 6. SOLID CONTINUOUS RIM 7. FLOOR SHEATHING NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD FLOOR JOIST AT STUD WALL SCALE: N.T.S. 1. 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR JOIST PER PLAN W/ JOIST HANGER PER MANUF. 4. BEAM PER PLAN 5. WALL SHEATHING CONTINUOUS OVER BEAM W/ EDGE NAILING PER SHEAR WALL SCHEDULE 6. JOIST BLOCKING @FLOOR SHEATHING PANEL EDGES (48" O.C.) SECURED TO TOP PLATE W/ (2) 8d NAILS (5) � (4) FLOOR JOIST AT BEAM SCALE: N.T.S. 1, BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3. SIMPSON BC TYPE POST CAP U.N.O. ON PLAN (5) 4, WOOD COLUMN PER PLAN (4) 5, SIMPSON ACE TYPE POST CAP U.N.O. ON PLAN WOOD BEAM TO WOOD COLUMN SCALE: N.T.S. 1, BEAM PER PLAN 2. 2x STUD WALL W/ BUILT UP POST PER PLAN (SAME WIDTH AS BEAM MINIMUM) 3. SIMPSON A35 OR LTP4 BOTH SIDES OF BEAM U.N.O. 4. BEAM SPLICE AS OCCURS BEAM AT BEARING WALL SCALE: N.T.S. 1. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL (1) SCHEDULE 2. I -JOIST PER PLAN SECURED TO SILL PLATE W/ (2) 8d NAILS (3) 3. SOLID CONTINUOUS RIM BOARD W/ 8d NAILS TO TOP AND BOTTOM CHORD OF EACH JOIST 4. WEB STIFFENER AND/OR JOIST REINFORCEMENT WHERE REQUIRED BY JOIST MANUF. 5. I -JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS AT 6" O.C. 6. 2x STUD WALL OR BEAM PER PLAN LOOR JOIST CANTILEVER SCALE: N.T.S. 1 • SHEATHING AND NAILING PER I) SHEARWALL SCHEDULE 2) 2. BASE PLATE NAILING PER SHEARWALL SCHEDULE 3, SHEAR PANEL EDGE NAILING (4) (3) 4• 16d TOE NAIL @ 6" O.C. 5. DBL TOP PLATE AS OCCURS 6. JOIST BLOCKING AT PANEL EDGES, SECURE INTO PLATE W/ (2) 10d NAILS 7. SOLID CONTINUOUS RIM 8. FLOOR SHEATHING 9. JOIST PER PLAN NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD FLOOR JOIST AT STUD WALL SCALE: N.T.S. 1. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 2. JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS @ 6" O.C. 3. FLOOR JOIST PER PLAN SECURE TO TOP PLATE W/ (2) 10d NAILS 4. 2x SHEAR WALL PER SHEAR WALL SCHEDULE FLOOR JOIST AT INTERIOR SHEAR WALL SCALE: N.T.S. 1. BEAM PER PLAN ��� 2. DBL 2x TOP PLATE W/ SIMPSON MSTC28 STRAP ON EXTERIOR FACE 3. KING STUD EXTENDED TO TOP OF BEAM W/ (6)-16d NAILS TO BEAM (STAGGERED) EACH SIDE 4. PLYWOOD OR OSB FILLER AS NEEDED 5. NAIL PLIES OF BUILT UP 2x POST WITH 10d NAILS @ 12" O.C. (STAGGERED) 6. RIMBOARD, GABLE FRAMING, OR BLOCKING BUILT UP POST AT BEAM SCALE: N.I `�. 1. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 2. JOIST PER PLAN SECURED TO TOP PLATE W/ 8d NAILS @ 6" O.C. 3. FLOOR JOIST BLOCKING @ FLOOR SHEATHING PANEL EDGES (48" O.C.) SECURED TO TOP PLATE W/ (2) 10d NAILS 4, 2x SHEAR WALL PER SHEAR WALL SCHEDULE JOIST PARALLEL TO SHEAR WALL SCALE: N.T.S. F UPPER FLOOR FRAMING PLAN - ALL DOOR/WINDOW HEADERS TO BE 6X8 DF#2 AT 2X6 BEARING WALLS U.N.O. SCALE: 1 /4" = 1'-0" - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - WINDOW HEADERS AT 6'-8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 � PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. DATE REVISION REV. BY: rrctrarctu dT: DESIGNS *ENGINEERS *BUILDS 33505 13th Place S Suite A Federal Way, WA 98003 Phone:253P517-8773 Web: www.urbandevelo ment.com Ph. 253-835-1516 rrctrarctu run: THANH TRANG RESIDENCE NEW C 0 N STRU CTI 0 N Add: 23129 74TH Ave W. EDMONDS WA, 98026 PARCEL NUMBER: 0048880020-0410 �P M. 'oS�.�oF w,asy,N� � Q � - 2 � �� 'S� EN N� �� �� ��� - � ..� .� BY: T.N. DATE: OS/15/20 6-18-21 REVISION T.N. CORRECTION LETTER #1 CHECKED: BT SHEET # 4 PROJECT # 20-07AE TRU S S AT STUD WALL SCALE: N.T.S. ��� 1. TRUSS PER PLAN 2. SIMPSON H1 OR H2.5 CLIP EVERY TRUSS 3. STUD WALL 4. PLYWOOD SHEATHING 5. EDGE NAILING 6. 2X BLOCKING @ 24" W/ 3-10d PER BLOCK TOENAIL INTO PLATE 7. SHEAR PANEL EDGE NAILING 8. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 1, ROOF SHEATHING PER PLAN 2. EDGE NAILING 3. ROOF TRUSSES PER PLAN 4. 2x6 FLAT BLOCKING @ 12" O.C. 5. SIMPSON A35 AT EACH BLOCK 6. SIMPSON A35 @ 12" O.C. (6) 7. INTERIOR SHEAR WALL PER PLAN ��i ROOF SHEAR TRANSFER @ INT. WALL SCALE: N.T.S. 1. 2x RAFTER W/ ROOF SHEATHING PER PLAN 2 EDGE NAILING 3 2x BLOCKING TOE NAILED TO TOP PLATE W/ (3) 8d NAILS 4• SIMPSON H2.5 CLIP AT EACH RAFTER 5, 2x STUD WALL OR BEAM PER PLAN RAFTER AT STUD WALL SCALE: N.T.S. (1) 1 EDGE NAILING 2. CONTINUOUS FASCIA WITH (2) (2) 10d NAILS PER JOIST 3. 2x4 OUTRIGGER 12" OR LESS FROM EXTERIOR WALL @ 48" (3) O.C. (MORE THAN 12" FROM (4) EXTERIOR WALL @ 24" O.C.) (5) 4• EDGE NAILS PER SHEAR WALL SCHEDULE (6) 5. 2-10d TOENAIL OUTLOOKER THRU. TRUSS (OUTLOOKER (9) EXTENDING MORE THAN 12" FROM EXTERIOR WALL USE A34 MIN.) 6. GABLE END TRUSS - (4) SHEATHING AND NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW 7. 2X6 CONTINUOUS W/ 10d NAILS @ 8" O.C. STAGGER EACH ROW 8. TRUSSES PER PLAN 9. 10d @ 6" O.C. TIE TRUSS INTO 2X CONTINUOUS MEMBER GABLE END TRUSS SCALE: N.T.S. 1. TRUSS W/ ROOF SHEATHING PER PLAN TO BEAR ON LEDGER. USE FACE MOUNT HANGER TO RIM PER TRUSS MANUF. FOR SPANS GREATER THAN 16FT 2. EDGE NAILING 3. 2x BLOCKING ATTACHED W/ (2)16d NAILS PER STUD 4. CONTINUOUS 2x LEDGER W/ 2 ROWS OF 16d NAILS STAGGERED @ 6" O.C. (EACH ROW) 5. BEAM PER PLAN 6. SIMPSON A35 FRAMING ANGLE AT EACH TRUSS MONO TRUSS TO WALL AT RIM SCALE: N.T.S. 300 1.5" X 9' MIN. TRIP VENT '�-fi =�� I-�--I-�T fi= - � � � � � � � � � � 00 �� � � � � � � � � � i i i i i LOiWER �iR00�r � it i � I��I--�o--I--�--I ��--I{�' � � Af�EA2l � N � �� II � 14x10 I I 4x10 I I I 4x10 I � I I I I I �? I I ROOF FRAMING PLAN - ALL BEAMS AND HEADERS TO BE 6X8 DF #2 AT BEARING WALLS, U.N.O. - SHADED AREAS INDICATE OVERFRAMING, 2X6 ©24" O.C., U.N.O. - BEARING WALLS ARE INDICATED AS SHADED WALLS - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAFTER BAYS - ALL MANUFACTURED TRUSSES: * SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL * SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION * SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) SCALE: 1 /4" = 1'-0" u ROOF VENTS CAL.: CONT. RIDGE VENT REQ'S: AREA 1 - 2160/ 300 = 7.2 SQ.FT. CONT. RIDGE VENT APPLY: AREA 1 7.2/(1.25"/12) = 69 LF CONT. RIDGE VENT REQ'S: AREA 2 - 246/ 300 = 0.82 SQ.FT. CONT. RIDGE VENT APPLY: 0.82/(1.25"/12) = 7.87 LF DATE REVISION REV. BY: rrctrarctu �sT: DESIGNS *ENGINEERS *BUILDS 33505 13th Place S, Suite A Federal Way, WA 98003 Web:www.urbandev lopment8.com,Ph.253-835-1516 rrctrarctu run: THANH TRANG RESIDENCE NEW C 0 N STRU CTI 0 N Add: 23129 74TH Ave W. EDMONDS WA, 98026 PARCEL NUMBER: 0048880020-0410 5��� F AsyN'9�, O � c � '`P � - 2 � �� 'S N� ` E 10/0�0� � BY: T.N. DATE: 05�15�20 CHECKED: BT SHEET # �� 4 PROJECT # 20-07AE