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GENERAL STRUCTURAL NOTES continued GENERAL STRUCTURAL NOTES PLAN INSTRUCTI(JNS
<br /> WOOD STRUCTURAL PAI�ELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their SCOPE OFSERVICES These plans and accompanying calculations are for the Lateral Force Resisting System READ THIS FIRST
<br /> intended application (group 5 species not allowed). for Wind and Earthquake forces. All other structural information has been provided by others. The Wind and
<br /> SHEARWALLS are indicated on the plans with a bold dashedline and labeled SW. The following letter Earthquake elements are designed based on the plans provided to Sound Structural Solutions, Inc. If the design These plans are organized so that more detailed or specific information is faund in the same
<br /> designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the is revised, notify this office to see if the Wind and Earthquake design needs to be modified. These notes indicate Way by fo(bwing the direction shown below: ,
<br /> number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number minimum design capacities needed for the Wind and Earthquake resisting elements . If the other structural GEN�RAL STRUCTURAL NOTES
<br /> designations may be present, Wall Line numbers, shown inside triangles, refer to corresponding plans indicate a greater capacity, use that capacity.
<br /> engineering calculations. CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or SCNEDULES, DETAILS and PI..ANS will often refer to GENERAL STRUCTURAE.NOTES for more
<br /> Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n,a. See other codes required by the governing jurisdiction. specific information.
<br /> Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve SCHEDUlES
<br /> shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate the integrity of the structure throughout it's lifetime. DETAILS and PLANS will often refer to GENERAL STRUCTURAL Nt7TES and SCHE�ULES for more
<br /> nails past flush, Install squash blocks under the ends of all shearwalls where the framing below does not INSPEC1IOf�1S Notify Building Department for inspections required by local jurisdiction. specific information.
<br /> provide full bearing. Construct cripple walls same as the shearwall above, and gable-ends same as the SO�.S Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed DETAILS
<br /> shearwall below. level soil devoid of any organic material and below indicated frost line.
<br /> Rated sheathing: COMPACTED FILL shall consist of predominately Well-Graded, granular soil, free of organic material and PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more
<br /> 7/16"OSB rated with a 24/16 span rating. debris, Fill should be placed in maximum 8 loose lifts and compacted to a minimum of 95 percent specific information.
<br /> �� of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. p�pNc�
<br /> 1/2 CD with a 32J16 span rating. .
<br /> ROOF DIAPHRAGM Install either OSB or CD sheathing: BACI�L shall be free draining and without organic material and debris from one of the following soil See the SYMBOL LEGQ�D as we(I as ABREVIATIO(�!S A(�D ACRONYMS for other additional
<br /> 7/16"OSB rated sheathing with a 24/16 span rating; classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. information used on the PIANS. The term, 7YPI+CAL(or TYP}, used with a det�il callout or plan note,
<br /> panel clips required when spacing is greater than 20" oc. FOII�DATi01�6 AI�D RETA�¢NG WALLS Extend footings to undisturbed bearing soiL Do not backfill until all indicates that the information specified shall apply in all similar conditions.
<br /> , 1/2" CD rated sheathing with a 32/16 span rating, slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement.
<br /> Use 8` x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds IF YDU HA VEANY QUESTIONS OR CONCERNS CQNTACT US IMMEDIA TEL Y.�
<br /> half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with the wall height, We can be reached immediately by phane: (425) 778-1�23
<br /> 8d @ 12"oc, blocking not required u.n.o. See applicable detail(s): FTG For less pressing questians, �t'Tldll uS: inbox@ssseng.Com
<br /> ROOFTOP DECK DIAPHRAGM Install POU�DATI0�6 AI�D RETA�IING WALLS (e�dstincl� E�cisting foundation, ver��y footing ana stem. Please help us get to your plans by having this job number handy; 517070U9
<br /> 23/32" rated Sturd-I-Floor T&G with a 24oc span rating See applicable detail(s); REM
<br /> Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half SILL PLATES Use pressure treated 2x plates u,n.o. Embed anchor bolts at least 7" (expansion anchors SSS Number:
<br /> the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior 4"). Use 3"x3°x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6 ABBREVIATI�NS AN D ACRONYMS 51707009
<br /> supports with lOd @ 12" oc, blocking not required u.n.o. feet apart, with one bolt located not more than 12" or less than 4" from each end of each piece. ,
<br /> ROOR DrAPHRQGM Install minimum CONCREfE f'c = 2500 psi minimum (unless greater psi indicated on the plans). 5 1/2 sacks of cement per ABV AB�VE ES, EACH SIDE O.C. QN CENTER Project Name:
<br /> 23/32" rated Sturd-I-Floor T&G with a 24oc span rating. cubic yard of concrete and a maximum of 6 gallons of water per 94 Ib sack of cement, Maximum slump is A.B. ANCHOR BOLT E.W. EACH WAY P.T. PRESSURE TREATED Rocefeller Rehab
<br /> Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half 4". Segregation of materials shall be prevented through proper handling and placement. BLW BELOW EA EACH REINF REIIVFORCEMENT Owner:
<br /> the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior REW�IRQNG STEEL #5 bars and larger shall be Grade 60 deformed bars, and #3 and #4 bars shall BLK BLOCK E.N. EDGE NAILI�JG REQD REQUIRED Chrysalis Homes
<br /> � supports with 10d @ 12" oc, blocking not required u.n.o. be Grade 40 u.n.o. , in accordance with ASTM A-615. La s lices 32 bar diameters u.n.o, Welded
<br /> ( ) p p BLKG BLOCfQNG EMBED EMBEDMENT SCHED SCHEDULE
<br /> COMECTIOI�LS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, `��", indicates a hardware wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4, La one full mesh at s lices.
<br /> p p B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMllAR Project Location:
<br /> connector from the most current Simpson Strong-Tie Catalog. Hardware with equivilent or greater capacities ��EpR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n,o. BTM BOTTOM FDN FOUNDATIOlV STD STANDARD 1820 RoCkefeller
<br /> from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an See applicable detail(s): RI BRG BEARING FLR FLOOR STRUCT STREJCTlJRAL
<br /> equivilent or greater capacity selection. Install per the manufacturer instructions. EVet"ett, WA ,
<br /> FOOIING DRA�VA►GE Footing drainage per IBC section 1805.4.2 &IRC section R405,1. BTWN BETWEEN FRMG FRAMING SW SHEARWALL
<br /> Fasteners and hardware in contact with pressure treated wood shall be hot-dipped zinc-coated galvanized. WOOD FRAMIIVG in contact with concrete or masonry, or exposed to weather, shall be pressure treated. CLR CLEAR FTG FOOTING THRU THROUGH
<br /> POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations. CLTR COLLECTOR G.T. GIRDER TRUSS TYP TYPICAL Design Professianal:
<br /> U.N.O. Each connection shall have a minimum of(3)lOd to the post and (3)lOd to the beam. COMEGTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact CONC CONCRETE GR GRADE U.i�.O. UNLESS NQTED ] Designs ,
<br /> HANC�'ERS Model numbers will be specified on the plans for conditions that require more than minimum with pressure treated wood shall be hot-dipped zinc-coated galvanized. CONN CONNECTION HORIZ HORIZONTAL # OTHERWZSE
<br /> capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific IXCEPTIOI� Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate CO[VC CONTINUOUS MAX MAXIMUM VERT VERTICAL
<br /> model number that fits that member. Always use MAX NAILiNG. Hanger to match member size. Notching or preservative treated wood in an interior, dry environment shall be permitted. CTR CENTER MFG MANUFACTURED wJ WITH
<br /> . shimming of beam not allowed unless specified, SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to"WWPA GRADING pg� DOUBLE MIN MINIMUM w/o WITHOUT
<br /> 706SITE SAFETY Sound Structural So�utions Inc has not been retained or compensated to provide design RULES FOR WESTERN LUMBER", latest edition: DET DETAIL o/ OVER W.W.F. WELDED WIRE FABRIC
<br /> and/or construction review services related to the contractor's safety precautions or to means, methods, BEAMS, POST'S, RAF1'ERS, ]OIST E.E. EACH END oc ON CENTER �� r,,�
<br /> techniques, sequences or procedures for the contractor to perform their work, The undertaking of periodic site 6X and wider DF#1 c,/) N
<br /> visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible 4X DF#2 0 '� O
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<br /> for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their 2x 10 and greater DF#2 � � op
<br /> employees, or for access, visits, use wark, travel, or occupancy by any person. 2x 8 and smaller HF#2 J �
<br /> OWI�ERSIi�OF DOCUMEIYTS These drawings and calculations are the intellectual property of Sound Structural WALL STUDS
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<br /> Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound 2X HF#2 c,/� � ,
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<br /> Structural Solutions Inc. EIVG��EERED WOOD shall meet the following minimum properties: � w d
<br /> MZSCfLLAPEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall Callout E x 106 (psi� Fb si Fc par(psil Fc perp (psi) Fv si
<br /> provide temporary bracing as required until all permanent connections and stif€enings have been installed. PSL 2AE 2900 Z900 625 290 � z �
<br /> Do not scale drawings. Pre-fabricated items to be handled and installed per manufacturer's recommendations. Engineered wood products shall be protected from moisture to preserve their structural integrity. � �
<br /> Provide temporary bracing to avoid permanent deflections resulting from drying under construction V
<br /> dead loads. � H �
<br /> TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall t% � �
<br /> be designed for all loads and load combinations per the CODE, All connections per manufacturer, u,n.a � Z cn
<br /> If truss layout is changed by manufacturer, please notify this ofFice. Z � �
<br /> WALL FRAM�VG& BEAR�VG Walls shall be 2x studs at 16"oc max with double Zx top plate, and 2x base � ,,,, �
<br /> plate (exterior walls shall be 2x6 u.n.o, & interior walls shall be 2x4 u.n.o.). N
<br /> Block all supports solid to the foundation. ,
<br /> See applicable detail(s); BHS TPS �
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<br /> ORIGIN DATE: 8/16/2017
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<br /> REVISED: ---- �
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