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Home My WebLink AboutBLD2022-00067 - BLD Plot / Site PlansSUMMARY OF WORK: LOCATION: M2627 GLENVIEW LOT 8 520 SUNNY MEADOWS DR. CLE ELUM WASHINGTON LATERAL ANALYSIS AND DESIGN FOR SINGLE FAMILY RESIDENCE DESIGN LOADS: CODE: 2018 IBC USE OR OCCUPANCY OF BUILDINGS AND STRUCTURES RISK CATEGORY (ASCE TABLE 1.5-1): II WIND SPEED Vult: 110 MPH EXPOSURE 'B', Vasd = 85 MPH (IBC EQUATION 16-33) SEISMIC DESIGN CATEGORY: 'D' ROOF SNOW LOAD: 115 PSF ROOF DEAD LOAD: 17 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF SOIL BEARING PRESSURE: 1500 PSF SOIL PASSIVE SOIL PRESSURE: 200 PSF FRAMING REQUIREMENTS: 1. WALL STUDS TO BE 2X6 DFL-#2 @ 16" O.C., TYPICAL U.N.O. 2. ROOF SHEATHING TO BE 15/32" APA RATED CDX SHEATHING OR OSB. INSTALL PANELS HORIZONTALLY. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS, SPACE 8d NAILS MAXIMUM 12" O.C. ON INTERMEDIATE SUPPORTS. 3. TYPICAL WALL SHEATHING (TSN) TO BE 15/32" APA RATED CDX SHEATHING OR OSB. ALL PANEL EDGES TO BE BACKED WITH 2-INCH NOMINAL OR WIDER FRAMING. INSTALL PANELS HORIZONTALLY OR VERTICALLY. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS AND PANEL THICKNESSES, SPACE 8d NAILS MAXIMUM 12" O.C. ON INTERMEDIATE SUPPORTS. 4. FLOOR SHEATHING TO BE /8" APA RATED CDX SHEATHING OR OSB. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS, SPACE 8d NAILS MAXIMUM 12" O.C. ON INTERMEDIATE SUPPORTS. 5. SILL PLATE TO BE 2X P.T. U.N.O. (REFER TO SILL BOLT SPACING IN SCHEDULE BELOW). 6. FOR NAIL SIZES REFER TO BELOW. SHEAR WALL SCHEDULE: (1)(2) (4) SDPWS TABLE 4.3A PANEL NOTATION SHEATHING THICKNESS (IN.) NAILS/ SPACING DBL. STUD CONN. (FACE NAIL) SILL BOLT (3) SPACING SHEAR CAPACITY (SEISMIC) SHEAR CAPACITY (WIND) D6 15/37"`8) 8d @ 6" 0/C 16d @ 9" 0/C 1/2" 0 @ 36" 0/C 260 PLF 365 PLF D4 (3) 1532"'$) 8d @ 4" 0/C 16d @ 6" 0/C 1/2" 0 @ 24" 0/C 380 PLF 532 PLF D3'3' 1532"($' 8d @ 3" 0/C 16d @ 4" 0/C %2" 0 @ 18" 0/C 490 PLF 685 PLF D2(3) 1532,.(a) 8d @ 2" 0/C 16d @ 3" 0/C %2" 0 @ 16" 0/C 640 PLF 895 PLF E2 (6) 15/32" l0d @ 2" 0/C N/A V2" O @ 14" 0/C(6) 770 PLF 1077 PLF D3X2(6)(7) 15/32" EACH 8d @ 3" 0/C N/A 1/2" 0 @ 12" 0/C 980 PLF 1370 PLF FACE (2) ROWS D2X2(6)(7) 1%2" EACH 8d @ 2" 0/C N/A 12" 0 @ 9" 0/C 1280 PLF 1790 PLF FACE (2) ROWS NOTES: NAIL 6d 8d 10d 16d 0.113" .131" .148" .162" (1) SHEATHING TO BE APA RATED SHEATHING OR OSB (GRADE C-C OR C-D STRUCTURAL II OR BET I ER). LENGTH 2" 2'/2" 3" 3Y2" (2) ALL PANEL EDGES TO BE BACKED WITH 2-INCH NOMINAL OR WIDER FRAMING (DFL-#2)- INSTALL PANELS EITHER (9) COMMON OR GALVANIZED BOX HORIZONTALLY OR VERTICALLY. SPACE NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES FOR STUDS ;:PACED 24" O.C. FOR OTHER CONDITIONS AND PANEL THICKNESSES, SPACE NAILS MAXIMUM 12" O.C. ON INTERMEDIATE SUPPORTS. (3) FRAMING AT ADJOINING PANEL EDGES SHALL BE A SINGLE 3" NOMINAL MEMBER OR (2) 2-INCH NOMINAL MEMBER FASTENED TOGETHER WITH 16d NAILS (SPACING ABOVE) TYPICAL ENTIRE HEIGHT OF DBL. STUD. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. (4) AT SHEAR WALL LOCATIONS, REFER RW/S1 AND FF/S1 FOR ROOF TO WALL AND FLOOR TO FLOOR FRAMING. (5) INSTALL 3" SQUARE X 1/a" STEEL PLATE WASHER. (6) FRAMING AT ADJOINING PANEL EDGES SHALL BE SINGLE 3X NOMINAL FRAMING MEMBERS AT EACH END OF THE PANEL. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. INSTALL MIN. 3X P.T. SILL PLATE, U.N.O. (7) PLYWOOD TO BE INSTALLED ON BOTH SIDES OF PANEL. (8) IF 7/6" NOMINAL THICK PLYWOOD OR OSB IS USED, STUDS TO BE SPACED AT 1'-4" 0/C, TYPICAL. (9) GALVANIZED NAILS SHALL BE HOT -DIPPED OR TUMBLED. HOLD-DOWN SCHEDULE:`2"3)(4' HOLDOWN NOTATION 'SIMPSON' HOLDOWN TYPE INSTALLATION INSTRUCTIONS 2 HDU2 (3075#) STD. 'SB % X 24' MIN. 18" EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (2)2X6 DFL-#2 WALL STUDS (MLN. 24}" EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 16d NAILS @ 6" 0/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. 4 HDU4 (4565#) STD. 'SB 6/8 X 24' MIN. 18" EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (2)2X6 DFL-#2 WALL STUDS (MIN. 2%' EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 16d NAILS @ 6" 0/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. 5 HD U 5 (5645#) STD. 'SB % X 24' MIN. 18" EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (2)2X6 DFL-#2 WALL STUDS (MIN. 2%" EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 16d NAILS @ 6" 0/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. 8 HDU8 5980#,6970#, 7870# ( ) STD. 'SB %X 24' MIN. 18" EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (3)2X6 DFL-#2 WALL STUDS (MIN. 2%" EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 16d NAILS @ 6" 0/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURER'S SPECIFICATIONS. 28 M STC2 8 INSTALL STRAP ACROSS FLOOR LINE, INSTALL MIN. (8) 16d NAILS INTO DOUBLE WALL STUDS NAILSABOVE INTO MIDDLFLOOR AND E INTO THIRD DOUBLE F WALL STUDS BELOW. CENTER STRAP ON STUDS TO INSTALL 40 MSTC40 INSTALL STRAP ACROSS FLOOR LINE, INSTALL MIN. (16) 16d NAILS INTO DOUBLE WALL STUDS ABOVE FLOOR AND INTO DOUBLE WALL STUDS BELOW. CENTER STRAP ON STUDS TO INSTALL NAILS INTO MIDDLE THIRD OF STUD. NOTES- . TO BOTS.' BOLTS ANCHOR BOLTS TO BE A307 OR 'A36' THREADED ROD WITH STD NUT AND 2" X 2" X 3X5' STEEL FASTENED TO DOUBLE STUDS (CONTINUOUS FROM SILL PLATE TO DOUBLE TOP PLATE) AT SHOULD HAVE PANEL EDGE NAILING FROM SHEAR WALL SHEATHING. 6, AND 8 ARE INSTALLED FROM FLOOR TO FLOOR, REFER TO DETAIL FF/S1. CONTINUOUS HORIZONTAL TOP BAR 3" DOWN FROM TOP OF WALL AT ALL IiOLDOWN ANCHORS. EXTEND BAR MIN. 5'-0" DIRECTIONS (BEND BAR AROUND AT CORNER CONDITION). FOR THIS 10'-0" SECTION INSTALL (1)-#4 VERTICAL BAR @ 24" TO HORIZONTAL TOP BAR. SON'SSOM )) IN LIEU OF IMPONSON PLAT(2) HOLDOWNS TO BE PANEL ENDS. WALL STUDS (3) IF HOLDOWNS 2, 5, (4) U.N.O., INSTALL (1)-#4 PAST HOLDOWN IN BOTH O.C. TIE HOLDOWN ANCHOR SHEAR WALL / HOLDOWN NOTATION DIAGRAM EDGE OF WINDOW, DOOR, OR CORNER MINIMUM CONTINUOUS SHEAR WALL PANEL D# PANEL LENGTH HOLDOWN TYPE EDGE OF WINDOW, DOOR, OR CORNER 9`I'Z4� �'1�4, ?) %2" EDGE DISTANCE FROM STEM WALL FACE TO EDGE OF SILL PLATE WASHER P.T. SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE CONCETE WALL IN LIEU OF CAST IN PLACE INSTALL SIMPSON 'STRONG BOLT 2', EMBED MIN. 3" S1 S FDN. SILL PLATE SECTION SIMPSON 'A35' CLIP @ 2'-0" 0/C 2X BLOCK MANUFACTURED TRUSS (BY OTHERS) SIMPSON H2.5A, TRUSS TO PLATE AND PLATE TO STUD BELOW (IF STUD IS NOT DIRECTLY UNDER TRUSS, INSTALL SIMPSON H2.5A AT EACH STUD LEFT AND RIGHT OF TRUSS BEARING POINT) PANEL EDGE NAILING FACE NAIL PLATES WITH 16d NAILS @ 4" 0/C SHEAR WALL SHEATI-LING, BREAK ON DBL. TOP PLATE PANEL EDGE NAILING DBL. TOP PLATE K W 1 ROOF TO SHEAR WALL SECTION S 1 / RAISED HEEL OPTION ROOF SHEATHING PER ARCH. PLANS SIMPSON H2.5A, TRUSS TO PLATE AND PLATE TO STUD BELOW (IF STUD IS NOT DIRECTLY UNDER TRUSS, INSTALL SIMPSON H2.5A AT EACH STUD LEFT AND RIGHT OF TRUSS BEARING POINT) Si 2X STUDS PER PLAN SIMPSON 'A35' CLIP (SPACING PER SCHEDULE BELOW), EACH CLIP WITH TOTAL OF (12) 8d 11/2" NAILS ROOF EDGE (RE) NAILING PER SCHEDULE BELOW EXTENDED EAVES PER ARCH. PLANS 2X BLOCK 2X DOUBLE TOP PLATE, TYPICAL PER PLAN SHEAR WALL SHEATI-LING AND PANEL EDGE NAILING PER PLAN ROOF TO SHEAR WALL SECTION SILL PLATE 'SP' NAILING PER SCHEDULE BELOW SIMPSON 'A35' CLIP (SPACING PER SCHEDULE BELOW), EACH CLIP WITH TOTAL OF (12) 8d 1%2" NAILS, (2) ROWS PER SCHEDULE FLOOR SHEATHING PER PLAN FLOOR JOISTS PER PLAN CFF S 1 2X WALL STUDS PER PLAN, DBL. 2X WALL STUDS AT HOLD-DOWN LOCATIONS BOLTED OR STRAP HOLDOWN PER PLAN FOR FLOOR -TO -FLOOR CONNECTION UPPER SHEAR WALL SHEATHING AND PANEL EDGE NAILING PER PLAN SILL PLATE NAILING (2ND ROW PER SCHEDULE) NOTE #1 BELOW 2X BLOCKING OR RIM JOIST (DBL. BLOCK PER SCHEDULE) LOWER SHEAR WALL SHEATHING AND PANEL EDGE NAILING PER PLAN 2X WALL STUDS PER PLAN, DBL. 2X WALL STUDS AT HOLDOWN LOCATIONS HOLDOWN, SAME TYPE AS ABOVE FLOOR TO FLOOR SECTION AT SHEAR WALL NOTE: 1. IN LIEU OF CLIPS, BREAK SHEAR WALL PANELS AT BLOCKING OR RIM JOIST (INSTALL PANEL EDGE NAILING AT BREAK). PANEL TYPE 'SP' NAIL SPACING SIMPSON CLIP SPACING 'RE' NAIL SPACING D6 16d @ 8" O.C. 1'-8" O.C. 8d @ 8" O.C. D4 16d @ 4" O.C. 1'-2" O.C. 8d @ 4" O.C. D3 16d @ 3" O.C. 0'-11" O.C. 8d @ 3" O.C. D2 16d @ 3" O.C. 8" O.C. 8d @ 21/2" O.C. E2 16d @ 2" O.C. 7" O.C. 8d @ 2" O.C. D3X2 16d @ 3" O.C. (2) ROWS 1'-0" O.C. (2) ROWS 8d @ 3" O.C. (2) ROWS D2X2 16d @ 2" O.C. (2) ROWS 10" O.C. (2) ROWS 8d @ 2" O.C. (2) ROWS OU1 1-STORY 1-STORY UPPER FLOOR SHEARWALL PLAN NOTE: - 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. FOUNDATION NOTES 1. REFER TO MAIN FLOOR SHEAR WALL PLAN FOR HOLDOWN SIZE. 2. THIS DRAWING IS FOR LATERAL INFORMATION ONLY, REFER TO ARCHITECTURAL PLANS FOR ALL OTHER INFORMATION. MATERIALS: CONCRETE: MIN. 28-DAY CONCRETE STRENGTH = 2500 psi. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, NATIVE SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. ALL NON-STRUCTURAL WEATHER PROOFING AND FINISH MATERIAL TO BE DETERMINED "BY OTHERS". SLAB CONTROL JOINTS: PER OWNERS REQUIREMENTS OR DIRECTION: MISC. SITE PREPARATIONS: OBTAIN AND OBEY ALL APPLICABLE REGULATIONS REGARDING GRADING AND EXCAVATION. IDENTIFY, MARK, AND PROTECT FROM DAMAcrE ALL EXISTING UNDERGROUND PIPES, CONDUITS, AND CABLE (WATER SUPPLY, SANITARY SEWER, STORM SEWER, GAS, STEAM, ELECTRICAL AND COMMUNICATION CABLE). REMOVE SOIL WITH ORGANIC MATTER. PERFORM BACKFILL AND COMPACTION IN A SYSTEMATIC PATTERN, TO ASSURE COMPLETE AND CONSISTENT WORK. IF ANY OVER -EXCAVATION ACCIDENTALLY OCCURS, CORRECT IT WITH WELL -COMPACTED BACKFILL. PROVIDE TESTING AND INSPECTION OF BACKFILL AND COMPACTION. LAYER BACKFILL IN 6 IN. TO 12 IN INCREMENTS. COMPACT ALL FILL. USE STABLIZED FILL MATERIAL OF AN APPROVED TYPE AND FROM AN APPROVED SOURCE. TEST AND APPROVE MATERIAL DELIVERED FROM OTHER SITES. DO NOT ALLOW ANY DEBRIS TO BE MIXED WITH FILL. CURE CONCRETE TO FULL REQUIRED STRENGTH BEFORE BACKFILLING. PROVIDE DRAINAGE CATCHERS PER ARCHITECTURAL DRAWINGS. SPECIAL INSPECTION: NONE CD MIN. MIN.` 4'-2" 4-11" MIN. MIN. 6'-6" 6'-6" MAIN FLOOR SHEARWALL PLAN NOTE: 1. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING, ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. PARTIAL FOUNDATION PLAN adCO o _ cv Cr) 0 cv otib o Z o C.D �--o W a)'' O U — cs-5- i.3 CC CD U r`. C w _.: =N,' J X U -- =- U _ w 0- W n�, DESCRIPTION 1 N N 06/21/22 N LLJ „ , I - CO' Q CN CO N M VJ C- O O co zaaa‹ N. .0 W_ 5- z w CD N CID 0 0 J D 2 Cr) oz za < 0 J J J J Q Q CC LC W cn cn ! W Z 1 ENGINEERS 9 ,figovwAskj STAMP 3 AMES, 1 6� Vi %'s GISTE ,Ici EXPIRES OCT 20, 2023 ISSUE CD DESIGNED BY RJT DRAWN BY RJT CHECKED BY RJT DATE 02/26/21 PROJECT NO. R21128 SHEET NO. s1.o S !