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A. efore ou be in: SHEET LIST <br /> 1. Plan Set is intended for use by a general contractor or homeowner without necessarily having to involve a Registered Design Professional. v <br /> 2.Contac ur local Building Official,often known as the Building Department,to understand the building permit application process. O <br /> Inquire abo 01* Instructions for Use = O <br /> a.fees, SO Cover Sheet O <br /> b.how many copies o plans must be submitted,and S1 General Notes j <br /> c. which city inspections ar quired,see F.3 below. S2 Supplemental Technical Notes ?' - <br /> 3.The Building Official may also be le to assist with assessing the applicability of this plan set to a home.See Eligibility For Use,Sheet SO. S3 Seismic Design Category,Weight Classification, Connectors n O m <br /> 4.Complete the Eligibility For Use quests aire on Sheet SO(Table 1),to determine if this plan set is applicable. A"non-compliant"answer to any question S3.1** Earthquake Retrofit Schedule-S ps 1.0,On tory/Two-Story O N <br /> disqualifies the home from using this plan s unless a Registered Design Professional is involved. S4 Foundation and Retrofit Layout Plan <br /> D1 Foundation Sill to Concrete Found Connection Details `� L O <br /> B.Determine our Seismic Design Cate o SDC an light Classification: D2 Floor Framing to Foundation ' onnection Details <br /> 1. See Sheet S3 and determine the Seismic Design Category C)and Weight Classification for the dwelling. This information will be used to determine which S3.1 D3 Floor Framing to Cripple I Connection Details L <br /> sheet is applicable. Note that there are three unique S3.1 shee r one-story dwellings with differing Sps values and three similar sheets for two-story dwellings. D3.1 Floor Framing to Cri a Wall Connection/Foundation Replacement Details s <br /> Only one Sheet S3.1 will be applicable to any given dwelling and incl d within the set of drawings used for submission to the Building Official. D3.2 Floor Framing t ripple Wall Connection Details O <br /> Note:You may use S3.1 sheets with Sps=1.0 for structures located in Pug ound area. D4 Wood St ral Panel Installation without Tie-Downs <n <br /> D5 Woo ructural Panel Installation with Tie-Downs O <br /> C <br /> C.Prepare your plans: D6 t Openings and Top Plate Details O <br /> 1. Draw a scaled plan of the perimeter of the home in the graph layout area provided on She 4,Foundation and Retrofit Layout Plan.Your plan should include the X1* Example of Foundation and Retrofit Layout Plan p <br /> following: X * Example-Foundation Plan(Dwelling without Tie-Downs) <br /> a.The location of any obstructions along the perimeter of the foundation that make the retrofitting wo ifficult or impossible such as fireplaces,water heaters,or 3* Example-Foundation Plan(Dwelling with Tie-Downs) <br /> utilities.These areas should be avoided when laying out the required retrofitting work. X4* Illustration-Cripple Wall Retrofit <br /> b.An arrow to indicate the direction of the span of your floor joists plus the spacing such as"floor joists at 16"o enter." This will be helpful when selecting the Le e-Florentina Retro X5* Illustration-Retrofit-No Cripple Wall <br /> appropriate details shown on Sheets D1-D6. <br /> c. Indicate the height of the tallest cripple wall for each wall line.The minimum required length of retrofitting along each w 'ne will be based,among other 1010 93 rd St SW <br /> variables,on this height. See the sections in Details 1 and 2 on Sheet D4 for measurement of"cripple wall height." Sheet for reference only.Do not submit to the Building Official. <br /> d.Dimensions for each length of perimeter wall segment and overall dimensions of wall lines. **Only one"S3.1"sheet will be submitted to the Building Official. O <br /> e.An arrow pointing to North. Everett, WA 9 04 05 <br /> f. Label the street side(front)of the home. C o <br /> g.See Sheet X1 for an example of a plan sheet submittal. <br /> h.See Sheets X2 and X3 for additional examples and instructions of how certain items are calculated,such as the length of bracing at offset walls of non- a <br /> rectangular"T"or 1"shaped dwellings,as noted in Section J,General Notes,Sheet St. Parcel #0' 0534000003100 <br /> i. See Sheets X4 and X5 for illustrations and definitions of terms for retrofit conditions. N <br /> �c <br /> N <br /> D.Gather information to complete the plans: cn _ _ N <br /> 1. Review Sheets S1 and S2 for guidance on materials and installation for the required work. I a) oN <br /> 2.Review the Detail Sheets included in this plan set(Sheets D1-D6).Locate the details that most substantially match the home's framing conditions.Not all details or al D e scription: O C O NN OR & 3 � <br /> U) 0 w <br /> sheets will apply.As a minimum,you should have one detail each for: IO 0 (n > Z <br /> a.The foundation sill to concrete foundation connection(Sheet D1);and CR INS MIDLAND GDNS 4 BLK 000 � �, �_ � D <br /> b.The floor framing to foundation sill connection(Sheet D2);or D-0 0 - L 31 O LL <br /> c. Floor framing to cripple wall connection(Sheet D3 and/or Sheet D3.1). Z__ Q•�' o � <br /> 3.Differences in existing conditions from those illustrated on the details that result in changes to these drawings will need to be reviewed by a Register esign N U) <br /> Professional. See"Purpose"on Sheet SO for additional information. A 3 _ <br /> 4.Once you have chosen the correct(applicable)S3.1 sheet,follow the instructions provided to determine the amount and type of earthquak trofitting required U) M U) C: <br /> along each perimeter wall line. Once Steps 1 through 7 of the instructions are completed,document the results within the Retrofit Ta as explained in Step 8. - V O Co <br /> 5.Refer to Supplemental Technical Notes on Sheet S2 where tie-downs are required. ? c <br /> O = O <br /> E.Complete your plans: ++ co <br /> 1. Using the information from the Earthquake Retrofit Schedule on Sheet S3.1,add the following to complete your F elation and Retrofit Layout Plan on Sheet S4: `r- c <br /> a.Indicate and dimension the total length of braced wall sections required at each wall line. Z3 <br /> b.Identify the details used for the connections as noted in D.2 above. Indicate the connection type and minimum number of connectors for each wall line. O <br /> Conform to Sections L and M of Sheet St. <br /> c. Identify the details used for the wood structural panel(Sheets D4 or D5). <br /> d.If tie-downs are used,identify the details used(Sheet D5). <br /> e.Identify the detail used for the top plate splice(Sheet D6). <br /> f. Identify the details used for notching and/or cutouts(Sheet D6.) <br /> F.Submit your plans: Follow all instructions on this sheet and include the applicant name, project address, pa I number and legal <br /> 1. Submit a permit application and the required number of complet heets(Sheets SO through D6)to the Building Official for review.Photographs of the foundation ` <br /> sill,cripple wall,and floor framing conditions may assist the iew process. description under'Applicant Information'on Sheet SO.Please submit a complete plan set. I <br /> 2.Before starting work,the permit holder may be require schedule a preconstruction inspection with the Building Official to verify that field conditions are <br /> consistent with the information provided on the a ved plan. <br /> 3.Inspection(s)by the Building Official may be uired for: l r <br /> a.Foundation Anchor bolts/Anchor PI nstallation, 1/ <br /> b.Blocking installation, <br /> c. Wood structural panel on c' e wall,sheathing and nailing, <br /> d.Metal hardware"conn rs"installation, <br /> e.Tie-downs,and <br /> f. Final inspec' <br /> 1 <br />