1010 93RD ST SW 2024-12-30 - Laserfiche WebLink

CONNECTORS Seismic Design Category(SDC) IMAGE MANUFACTURER MODEL CAPACITY lq- A TYPE i D i i Sesmc Design CD. The first factor taken into consideration when determining the appropriate amount of earthquake strengthening is the anticipated level of seismic shaking or %g � N SpS value,which is directly related to the Seismic Design Category(SDC). Category Simpson Strong-Tie URFP 1530# to 00 E USP Structural Connectors SRC 1450# t; Q 2.To find the appropriate S os value,which is either 1.0,1.2,or 1.5,you must first determine your Seismic Design Category(SDC)by clicking the link below. 117 TYPE B U) Q Note:S os=1.0 for Puget Sound area. DZ 83 Simpson Strong-Tie FRFP W/ 1810# i M a.In your internet browser go to http://www.atcouncil.org/fema-p-1100 Di (5)SDS Q b.Click on one of the five 5geographic areas listed to find our location on the appropriate ma . 67 USP Structural Connectors SRCP 1570# ( ) YP Q L c. Locate your SDC(SDC A-SDC E)by the color contour shown on the map which corresponds to the%g values shown. Do TYPE C/NA;Reserved r-- ; d.For SDC A-D 1,use S pS=1.0. 50 Simpson Strong-Tie FRFP 1065# Q W e.For SDC D y,use S pS=1.2 unless the site class can be determined as A,B,or D,in which case use S os=1.0. 33 C USP Structural Connectors SFA8 875# f. For SDC E,use S DS=1.5 B LU 17 0 Note:where your location is on,or close to,the border of two SDC's,it is prudent to choose the higher value. A TYPED 3.Make a note of the appropriate S DS value. It will be used together with the number of stories the dwelling has to determine the appropriate Earthquake 0 Simpson Strong-Tie L70 740# Retrofit Schedule(Sheet S3.1)to use in preparing and submitting the plans.You will only use one of the following two Earthquake Retrofit Schedule Sheets. Figure 1. SDC versus %g Simpson Strong-Tie A35 650# a USP Structural Connectors AC7 725# o Do not submit the unused S3.1 sheets to the Building Official. a TYPE E Simpson Strong-Tie L90 925# USP Structural Connectors AC9 905# TYPE F(Note 3) Simpson Strong-Tie H10A 565# o Weight Classification USP Structural Connectors RT16A 800# U The next factor used to establish the appropriate amount of earthquake strengthening is the dwelling weight. 4-- For O q 9 9� 9 9O the purposed of this Plan Set,two weight classifications(Heavy and Light)have been TYPE G � a a) established as described below. Using the flowchart presented: Simpson Strong-Tie LTP4 625# 1. Start with the roofing material then to the the exterior finishes. N USP Structural Connectors MP4F 660# C) CM 2.Note the weight classification result for use in the Earthquake Retrofit Schedule,Sheet S3.1. r c One-Story and Two-Story Dwellings TYPE H 2) LU-) — E N Specific notes for exterior,interior and roof coverings: Simpson Strong-Tie L30 250# 3 m o 1. The"wood siding or shingles"exterior finish category Roofing Materials USP Structural Connectors A3 590# N Q N = w also includes finishes of similar weight,including but (Heavy)Clay Tiles/Concrete Tiles/Slate tiles (Light)Composition/Shingles �, O Q m not limited to fiber-cement and aluminum siding. V 2.The"comp or shingles"roofing material category TYPE S1 O O O E o also includes roofingmaterials of similar weight, Simpson Strong-Tie MSTA36/ 1705# (U Q.cn 3 9 Exterior Finish Exterior Finish N am Q) including but not limited to roll roofing,built-up felt (2)CS16 U) -a roofing,single-ply membrane roofing,and metal Brick Veneer/Stone ❑Wood Siding/Shingles ❑(Brick Veneer/Stone) ®Wood Siding/Shingles USP Structural Connectors MSTA36 2065# 0 (1) roofing. 1 j m 3.The exterior finish,roofing material,and interior ANCHOR BOLTS (� m o finish predominant are intended to be identified based Weight See Note 4 Heavy See Note 4 Light EMBEDMENT 0 on the materials used in construction. Classification MANUFACTURER MODEL DEPTH 0 — Where interior or exterior finishes vary,a heavier co type finish shall be assumed where 25%or more of 1/2"o 5/8"o U O c the heavier finish type exists within the dwelling. SCREW-TYPE 1 4.•Structures with both brick veneer/stone veneer and heavy Simpson Strong-Tie Titen HD 3-1/2" 3-112" roof assembly should consult with a registered design Powers Fasteners Wedge-Bolt 3-3/8" 3-3/8" (n professional and are outside the scope of this document. •Structures with both brick veneer/stone veneer and light ADHESIVE Threaded Rod with: roof assembly are limited to one story above concrete Simpson Strong-Tie SET XP,ATXP Adhesive 4-1/4" 5" foundation and shall proceed using the two-story tables for Hilti HIT-HY 200 2-3/4" 3-1/8" determining wall panel length and anchorage/fastener USP Structural Connectors CIA GEL 7000C 2-3/4" 3-1/8" spacing. TIE-DOWNS Supplemental Technical Notes,Sheet S2,Section S Connectors IMAGE MANUFACTURER MODEL CAPACITY (ASD) 1. Manufacturer's model numbers and installation instructions are subject to change.Verify and follow manufacturer's written instructions. Simpson Strong-Tie HDU2 3075# 2.Connector images are general in nature only.Individual manufacturer's connectors may vary. __f USP Structural Connectors PHD2A 3215# - 3.Any of the connectors listed within a particular group may be used for strengthening the particular condition. 4.This Plan Set was developed using the lowest listed manufacturer's capacity within a particular group. Date: 5.Where connectors listed within the applicable Earthquake Retrofit Schedule will not fit within a particular wall line due to limitations in Note:Tie-down capacities listed above are ASD and based on length,alternate connections may be substituted but shall be designed or selected by a registered design professional and approved manufacturer's data. The allowable ASD capacity used for Sheet: by the Building Official. development of this plan set has been reduced to 3000#based on anchorage to existing foundation systems. Tie down anchors must be installed per Detail 1,Sheet D5.