7010 COLBY AVE 2023 Plans 2025-09-10

GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES continued PLAN INSTRUCTIONS SSS Number: SCOPE OF SERVICES These plans and accompanying calculations are for the Lateral Force Resisting System WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA"DOC PS and PS2 for their /� s2301025 for Wind and Earthquake forces. All other structural information has been provided by others. The Wind and intended application (group 5 species not allowed). READ THIS FIRST Project Name: Earthquake elements are designed based on the plans provided to Sound Structural Solutions, Inc. If the design SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter These plans are organized so that more detailed or specific information is found in the same Colby Short Plat is revised, notify this office to see if the Wind and Earthquake design needs to be modified. These notes indicate designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS SPACING table and the g / � way by following the direction shown below: minimum design capacities needed for the Wind and Earthquake resisting elements . if the other structural number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number (7010 Colby Ave SW) plans indicate a greater capacity, use that capacity. GENERAL STRUCTURAL NOTES Owner: designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or engineering calculations. SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more [Paul Korenovsky] other codes required by the governing jurisdiction. Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See specific information. PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs SCHEDULES Project Location: the integrity of the structure throughout it's lifetime. shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more 7010 ColbyAve SW, INSPECTIONS Notify Building Department for inspections required by local jurisdiction. nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed specific information. Everett WA provide full bearing. Construct cripple walls same as the shearwall above, and gable-ends same as the � level soil devoid of any organic material and below indicated frost line. shearwall below. DETAILS Design Professional: COMPACTED FILL shall consist of predominately Well-Graded, granular soil,free of organic material and Rated sheathing: PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more Three Nail Designs debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent 7/16"OSB rated with a 24/16 span rating. specific information. of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. 1/2" CD with a 32/16 span rating. BACKFILL shall be free draining and without organic material and debris from one of the following soil PLANS See applicable detail(s): SWE classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. ROOF DIA PHRAGM Install either OSB or CD sheathing: See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional M SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (1/2"(t #Titen-HD w/ 4" min 7/16 OSB rated sheathing with a 24/16 span rating; information used on the PLANS. The term,TYPICAL(or TYP), used with a detail callou � t or plan note, (V embed). Use 3"x3"x0.229' washers. There shall be a minimum of two bolts per piece spaced not indicates that the information specified shall apply in all similar conditions. Z �--C:)panel clips required when spacing is greater than 20' oc. O more than 6 feet apart, with one bolt located not more than 12"or less than 4"from each end of each piece. „ 1/2 CD rated sheathing with a 32/16 span rating. IF YOU HA IVEANY QUESTIONS OR CONCERNS CONTACT US IMMEDIA TELYl H 00� WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated. �--- � Use 8'x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows We can be reached immediate) b hone: 425 778-1023 Numbers in parenthesis, IE(1-1), refer to corresponding engineering calculations. Y Y p ( half the long dimension. Nail all boundaries and supported edges with 8d @ 6 oc and interior supports with _1 CONNECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact 8d @ 12oc, blocking not required u.n.o. For less pressing questions, � email us: inbox@ssseng.Com O �, with pressure treated wood shall be hot-dipped zinc-coated galvanized. Please help us et to our plans b having this job number hand s2301025 Lon N FLOOR DIAPHRAGM Install minimum p g Y p Y g I Y EXCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate J uJ � preservative treated wood in an interior, dry environment shall be permitted. 23/32' rated Sturd-I-Floor T&G with a 24oc span rating. SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to"WWPA GRADING Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half ABBREVIATIONS AND ACRONYMS Z E the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior RULES FOR WESTERN LUMBER", latest edition: supports with 10d @ 12" oc blocking not required u.n.o. V N O WALL STUDS COLLECTORS Diaphragms shall be nailed continuously to rims, drag struts, drag trusses and other collector ABV ABOVE E.S. EACH SIDE 0.C. ON CENTER -16 2x HF#2TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall elements at boundary spacing, u.n.o. AB. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED � U Q) be designed for all loads and load combinations per the CODE. All connections per manufacturer u.n.o. See applicable detail(s): DTC BLW BELOW EA EACH REINF REINFORCEMENT V) If truss layout is changed by manufacturer, please notify this office. For trusses over walls, if header is not CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "*", indicates a hardware BLK BLOCK E.N. EDGE NAILING REQD REQUIRED p Z specified over openings, design 'truss to span over it. connector from the most current Simpson Strong-Tie Catalog. Hardware with equivilent or greater capacities BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE See applicable detail(s): GEB from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an B.N. BOUNDARY NAllING EXIST EXISTING SIM SIMILAR p w Trusses which require drag forces shall be designed for a drag force of: equivilent or greater capacity selection. install per the manufacturer instructions. STM BOTTOM FDN FOUNDATION STD STANDARD N Indicated on the plan Fasteners and hardware in contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. BRG BEARING FLR FLOOR STRUCT STRUCTURAL E WALL FRAMING& BEARING Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification BTWN BETWEEN FRMG FRAMING SW SHEARWALL O plate (exterior walls shall be 2x6 u.n.o. &interior walls shall be 2x4 u.n.o.). for Wood Construction (NDS) u.n.o. CLR CLEAR FTG FOOTING THRU THROUGH U Block all supports solid to the foundation. HOLDOWNS See the HOLDOWN SCHEDULE. CLTR COLLECTOR G.T. GIRDER TRUSS T.R. THREADED ROD 01 See applicable detail(s): TPS See applicable detail(s): HDN HOC CONC CONCRETE GR GRADE TYP TYPICAL POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) CONN CONNECTION HORIZ HORIZONTAL U.N.O. UNLESS NOTED N U.N.O. Each connection shall have a minimum of(3)10d to the post and (3)10d to the beam. CONT CONTINUOUS MAX MAXIMUM OTHERWISE HANGERS Model numbers will be specified on the plans for conditions that require more than minimum CTR CENTER MFG MANUFAC-7URED VERT VERTICAL SHEARWALL SCHEDULE SWEXP x capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific DBL DOUBLE MIN MINIMUM w/ WITH 0 Notes apply as called out in table below. model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or DET DETAIL o/ OVER w/o WITHOUT 0 1 Anchor bolts embedded at least 7", or 1/2"0 #Titen-HD w/4"min embed. See detail SWB. shimming of beam not allowed unless specified. E.E. EACH END oc ON CENTER W.W.F. WELDED WIRE FABRIC 2 *MASAP can be installed instead of sill bolts with washers. When replacing 1/2"0 sill bolts use 7-10dx11/2" JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design nails (minimum nailing) and when replacing 5/s"O sill bolts use 9-10dx11/2"nails(maximum nailing). and/or construction review services related to the contractor's safety precautions or to means, methods, DESIGN CRITERIA 3 See detail SWF. Connections vary depending on condition. 3a May substitute 16d toe nails @ 8"oc for #A35. techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site 4 See detail SWR. Letter designations a & b refer to specific conditions. For gable-end roof visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible N S FtF connections see detail SWF. for providing a safe place for the performance of work by the contractor, subcontractors suppliers or their Governing Code 18 IBC Risk Category II F vAs MI 5 See detail SWB. � 6 Abuttingpanel edges require a 2-2x lamination connection same as WALL BASE PLATE 3x or greater stud. employees or for access, visits use work travel, or occupancy by any person. P 9 q ( ), 9 Wind Design Data h A ' � 8 The plate washer shall extend to within 1/2"of the edge of the bottom plate that receives the sheathing or rim. OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural H� z At double-sided shearwalls, stagger on both plate edges. Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound Basic Wind Speed (3 sec gust) mph 98 Internal Pressure Coefficient +/- 0.18 Structural Solutions Inc. Surface Roughness B Topographic Factor, Kt 1.00 -a SHEAR FLOW CONNECTIONS / SPACING SW WALL SHEATHING Wind Exposure Category Ke 0.99 ,c MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall P 9 Y B Ground Elevation Factor, Fss GISTE��1� SILL-TO- FLOOR-TO- ROOF-TO- WALL BASE PLATE CALL CALL SHEATHING EDGE provide temporary bracing as required until all permanent connections and stiffenings have been installed. Earthquake Design Data �� IDNAL E FOUNDATION 1, 2 SILL 3WALL WALL 4 5 OUT OUT THICKNESS NAILS Do not scale drawings. Pre-fabricated items to be handled and installed per manufacturer's recommendations. Seismic Importance Factor, IT" 1.00 Seismic Force Resisting System ITable 12.2-1: A-15 5/s"O @ 60"oc or #A35 @ #H1 @ Site Classification D 2016 Equiv, Lateral Force Procedure i . 32"oc 3a 24"oc 4a 16d @ 10'oc A 6 7/16" 8d @ 6"oc Short Period Acceleration, S, 1.318 Response Modification Factor, R 6.5 Transverse /2'O @ 60'oc 5/8"O @ 60"oc or #A35 @ rH1 @ SYMBOL LEGEND 1-Second Acceleration, S, 0.467 6.5 Longitudinal This space reserved for 1 32"oc 24"oc 4a 16d @ 8"oc B 4, 7/16 8d @ 4 oc Seismic Design Category D Seismic Response Coefficient, C, 0.162 Transverse governing jurisdiction stamps /z'fJ @ 48 oc Spectral Response Coefficient, Sos 1.054 0.162 Longitudinal 5/$"O @ 48"oc or $A35 @ �LS50 @ 16d @ 4"oc C 3 7/16" 6 8d @ 3"oc Spectral Response Coefficient, SDI 0.571 Seismic Base Shear,V - LOT i 8336 Ibs /z"O @ 32"oc 16"oc 24"oc 4b DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. Seismic Base Shear,V- LOT 2 7778 Ibs Seismic Base Shear,V- LOT 3 7850 Ibs DIAPHRAGM PROJECTION Represents elements such as roof eaves,facades, and the like. Seismic Base Shear,V- LOT 4 7890 Ibs HOLDOWN SCHEDULE Seismic Base Shear,V- LOT 5 7966 Ibs Gravity Load Data 1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. Roofs: loads are psf See Detail MHE SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections Dead Live Snow 2 Fasten to the end framing members of the shearwall, u.n.o. per the SHEARWALL SCHEDULE. 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required. Trusses (pitched) 4 Provide the minimum embedment and edge distances specified by the manufacturer. *Pitches <_8:12 5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o. Top Chord 10 0 25 6 See detail HDNfor installation. $HOEDOWN MODEL Bottom Chord 5 0 0 HOLDOWN/ STRAP FASTENERS 5 FOUNDATION COMMENTS Assumed Soil Data 1, 2,4, 6 ANCHOR 1,3,4, 6 HOEDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall-to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. Allowable Soil Bearing 2000 psf �STHD14/14R�7 3o-1od common N/A ORIGIN DATE: 3f 17/2023 REVISED: ---- COLLECTOR TRUSS Represents the location of a collector truss. ITY OF EVERETT o REVIEWED FOR PERNII-isilo Q 0 0 M N