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Consulting Structural
<br /> Engineering Services,Inc.
<br /> Structural Notes: 2x4 railing Provide 2x2 railings JOHN S.APOLIS,P.E.
<br /> Applicable Codes and Standards: connected to post @ 4"o.c. �"°""°""� 6311 17th Avenue NE
<br /> 2015 International Building Code(IBC)and other applicable local building codes. with A34 each end SEATTLE,WA 98115
<br /> ASCE/SEI 7-10-"Minimum Design Loads for Buildings and Other Structures" Sheathing or decking, (206)5271288
<br /> 2015 NDS for wood structures. 4x4 post @ 4'O.C. 42" per plan
<br /> American Wood Preservers Bureau-AWPB Standards for Pressure Treated Material.
<br /> American Concrete Institute-ACI 315,ACI 318,ACI 301,ACI 307. email:
<br /> Structural design shall be in accordance with the latest edition of above codes and standards. 2" Perpendicular john@cses�nglneering.com
<br /> Contractor shall comply with the latest edition of all applicable codes and standards. 5J_1/4" joists per plan luckeyjo@comcast.net
<br /> Design Loads: 2" Y (draft ng)
<br /> Live load: decks 60 psf 1/2"bolt with 3" Simpson DTT2z
<br /> Wind load: Basic wind speed 110 mph,exposure B,KzT=1.0
<br /> washers each end connector
<br /> Building Category:Enclosed,Wind Important Factor Iw=1.0 Beam per plan Joist hangers 4011 FRIDAY AVESE,
<br /> Refer to calculation page LI for design wind forces. EV R TT
<br /> Internal pressure 5 psf,Components and cladding design per 1609.6.4.4.1 ~�Y-) BOND DE
<br /> Railing at Perpendicular Joists --i PROJECT
<br /> Seismic loading per IBC Section 1613,Site Class D. .p"s
<br /> The basic structural type is a bearing wall system with light framed walls with shear panels. `�
<br /> Rw=6.5(wood structural panels),soil Type D. Provide 2x2 railings I=.11111111111..
<br /> Seismic importance factor 1.0,Seismic Use Group I 2x4 railing o.c. aifiQ1HfO'"
<br /> Design and Analysis by Simplified Design Procedure connected to post
<br /> Peak Ground Accelerations(PGA)based on USGS Hazards Program,by lat/long• with A34 each end � DATE
<br /> PGA 1 sec .453 PGA.2 sec=1.533 l
<br /> Seismic base shear=0.568*Dead Load Sheathing or decking, A - c a
<br /> 4x4 post @ 4'o.c. II 42" per plan D ' , D p
<br /> Foundations: •
<br /> Soil parameters(assumed): Vertical allowable soil pressure: 1,500 psf Parallel joists per pA
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<br /> All soil conditions are to be field verified during construction.Footings shall bear on firm natural 2"
<br /> soils or on structural fill placed over firm natural soils,and inspected in place.Footings shall extend ~ D D ' A
<br /> 18 inches minimum below adjacent exterior finished grade and shall extend 12 inches minimum 5-1/4" ^
<br /> below existing interior grade unless otherwise noted on plans.Structural Ertl shall be placed in 12- 2" r p
<br /> inch maximum horizontal lifts(loose thickness)and compacted to 90 percent of maximum dry density n v
<br /> In accordance with ASTM D-1557.Imported structural fill shall be granular material containing no 1/2"bolt with 3" (2)bays of 2x_ Simpson DTT I ' •
<br /> more than 5 percent foes,passing no.200 sieve.Structural fill in place shall be tested by a licensed D D o D
<br /> washers each end blocking each connector,in Per PT soil engineer or approved by the building inspector. with A35 BOLTAS �`0' SAP
<br /> 4<)3
<br /> post, second bay a n o �o wAs �ti'
<br /> Drainage behind the concrete walls shall beprovided conformingto the construction details. Beamperplan
<br /> g each side of each blocking "�� j - s�cf,. y�N
<br /> ,�'.rj T z
<br /> block -
<br /> CastinPlaceConcrete: Railing at Parallel Joists ^¢ 4 w
<br /> Concrete shall attain a minimum compressive strength of 2,500 psi at 28 days(5-Y:sack mix).An ��, + ,. `°°`°`°` r l-a O-0 ••C 23454 G`r' �
<br /> alternate mix provided by the concrete supplier and pre-approved by the building department is a - r""""'a+�— ---- 9 ASS RAt.EN �\
<br /> acceptable.Reinforcing steel shall conform to ASTM A-615,Grade 60(Fy=60,000 psi)for all bars. s. I'�� ..........�.I' TONAL.EY
<br /> Concrete protection for reinforcement shall be: Deck Railing Detail
<br /> ,.W _
<br /> Concrete exposed to earth or weather 1.5"(#5&smaller)2"(#6&larger) e
<br /> SCALE:1' = 1'-0" � LAST SAVE DATE: 3/12/2021
<br /> Concrete cast against earth
<br /> Slabs 0.75" FOUNDATION PLAN AND MAIN FLOOR FRAMING PRINT DATE: 3/12/2021
<br /> Bolts: • SCALE:1/S" = 1'•0"
<br /> Anchor bolts shall conform to F1554.All other bolts shall conform to ASTM A307.
<br /> Railing above
<br /> Wood Framing Specifications: EPC6Z post cap(PC6Z not shown N
<br /> Unless noted otherwise,the following grades and species shall be used for structural lumber: @ center post, V
<br /> 2x joists Hem-Fir#2 supporting both beams) W
<br /> 4x and 6x beams and posts DF-L#2 Beam per plan, O
<br /> break beams at Ce
<br /> All framing connections shall be per Table 2304.9.1 of the IBC,unless otherwise noted. center of post for Y 0.. Z
<br /> Preservative-Treated Wood and Fasteners: center post C.) Z w Q
<br /> All wood in contact with concrete or masonry shall bepreservative-treated,in accordance with
<br /> AWPA UI and M4 standards. Q 0 ,c 0-
<br /> All fasteners installed in preservative-treated wood shall be hotdipped zinc-coated galvanized with a Q Q
<br /> minimum coating weight complying with ASTM A 153. __ __ I _ iaL Z g e K
<br /> `, III p = LL,, g
<br /> Fasteners other than nails and timber rivets are permitted to be mechanically deposited zinc-coated ''^^ W
<br /> with coating weights complying with ASTM B 695,Class 55 minimum.Plain carbon steel fasteners in \ \ m V a
<br /> wood preservatied-treated with SBX/DOT or zinc borate are not required to be galvanized. v, ♦ ILL
<br /> 3/4"x7"lag screw,•
<br /> Z
<br /> Metal Framing Connectors: counter-sink to 0Z
<br /> Brace @ center • H
<br /> Unless otherwise noted:Metal framing connectors shall be manufactured by the Simpson company, allow min.3"of 0CI
<br /> or approved equal.Unless noted otherwise,use U-series joist hangers to match joist size(e.g.,U210 post •` •\ W Z
<br /> for 2x10 joist).Where supported by wood posts,wood beams shall be connected to the tops of the wood to remain cc
<br /> posts using Simpson AC,PCZ or EPCZ post caps,and to the bottoms of the posts bearing on wood ♦ LL
<br /> framing using Simpson AC connectors.Provide Simpson AB or PB post bases to connect posts to \ —;'�
<br /> concrete foundations.Unless otherwise specified,the maximum number of nails or screws should
<br /> always be installed on any connector.
<br /> At center post,provide
<br /> through bolt through both 6x6 DF#2 brace
<br /> braces.
<br /> 6x6 DF#2 post STR DESIGN BY: APOLIS
<br /> DESIGNED BY: APOLIS
<br /> DRAWN BY: #CAD Technician Full Name
<br /> CHECKED BY: APOLIS
<br /> POST BRACE DETAIL Worksheet PWNTEDDNDATE: 3172021
<br /> SCALE:1" = 1,0" SHEET TITLE
<br /> S 100
<br /> BOND(MIKE)DECK REDO NOVEMBER 2020.pin;S 100 FNDTN/FRAMING PLAN;100%;3/12/2021 11:13 AM
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