APPROVED PLN BLD-BLD2021-0943+Architectural_Plan+7.7.2021_9.25.52_AM+2286694STRUCTURAL NOTES
GENERAL NOTES:,')
Discrepancies in the documents or between the documents and the existing building conditions "j r 11 "
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shall be reported to the Structural Engineer of Record (SER) who shall correct such discrepancy
in writing.An work done b the Contractor after discover of such discrepancy, but rior to j ' i' '�i
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correction of such discrepancy, shall be done at the Contractors risk. It is the Contractor's j, ,' ._ 1 � �� I
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responsibility to verify existing building conditions and coordinate dimensions among all i� A �� i3
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construction documents prior to proceeding with any construction work, ordering of material or
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fabrication. M) I L)IUr S1
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It is the responsibility of the Contractor to provide all bracing and temporary shoring to provide
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stabilityduring construction and to support existing framing systems and construction loads until _ ' - - (�� I \ 5 1 A �--
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new framing members and connections are permanently installed. The design, adequacy and 3 -
AN ,- A CI b � �..,� -- — 1� � ! ,� _ � �I� � �� � � ®, �
safety of erection bracing, shoring and all temporary supports is the sole responsibility of the 1 yf� �dg3i 1t 'A�° '' f
Contractor, and has not been considered by the SER. Contractor shall follow all applicable safety
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codes and regulations during all phases of construction. �' ',) ( 'Dl N
Contractor shall field locate and identify all buried site utilities prior to performing any site `AFK� - r rr5l: ` '
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performing g all existing structures, services and ��� `` �' FAQ° ifi �� , tt €
excavations or demolition. While erformin work safeguard,
utilities that will be affected by the work of this contract. r� ti. , I i- s P IF � �'�`�� § co
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Construction information regarding architectural systems and non-structural building systems, AO 1 P � - t .� �- -� e-- LILI
including;guardrail, water 9 ollecgon systems painting, finishes and electrical are not the p - '� %�" - + AT
responsibility of the SER. 6N 1 2- V 01/!,/ �'_ T 1 � �# `f ee. .0 � ' � x� p I' Ae,1A - u
CODES AND DESIGN LIVE LOADS g 1,bx_.
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• p e 2018 International Building Code � �� � � '
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All methods, 6� � � �
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IBC as amendedandadopted b the local Buildingconform
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Snow load. 25 psf t� 5DVV� 4bI 5� w,
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Deck live load: 60 psf A 3 i ��.'> , � ACAS A- '� R D VM I) o, , i t\mp I i , ,
<� _ �'r�-� CSC i �� ���I
Seismic Criteria: Assumed Soil Site Class D; Seismic Design Category D; Sds = 0.859; 1 = 1.0 1
1I," to 2" from I � ��
top of ledger and rim board
FOUNDATION AND SOIL PRESSURE
' FASTENERS FO
Presumptive vertical foundation pressure: 1,500 psf.oz )�:i
- t i� +tro minimum ■row spacing,
FIRE-RETARDA T-TREATED WOODSTRUCTURAL REINFORCED CONCRETE
6" maximum
All concrete shall meet the requirements of ACI-301, "S ecif cations For Structural Concrete For m .SHALL BE OF H T-DIPPED ' ) j a�
Buildings." Place concrete per ACI-304 and conform to ACI-3U6R for cold weather placement and �' ,tto toe° from ZINC -COATED G LVANIZED STEEL
bottom of ledger g p om premature drying, excessive hot s' from
end of ledger and rim board ■STAINLESS STE L, SILICON BRONZE
or old temf pe atu eeather placement. Protect all concrete fr _ _ _ _ _ OR_COPPER. CO TIN WEIGHTS FOR
-- - - All concrete thicker or deeper than 4 inches shall be vibra p- p � ted during placement. Use internal �, �,- �, -- - ■ZINC -COATED FASTENERS SHALL BE I
, � }yt,� IN ACCORDANCE: WITH ASTM A153. THIS DRAWING SHALL NOT BE USED
1 P'- J tia ■ - - - — - FOR ANY OTHER PROJECT WITHOUT
mechanical vibrators. Inserts, bolts, boxes, pipes, conduits, and other accessories shall be ��' � � � �� �' � 'IRC R317.3
�� THE WRITTEN AUTHORIZATION OF
securely installed and inspected prior to placing concrete. Remove water, debris, wood, and loose f C� J t+O 1 � Ftnr� IL `■ ■ � ■ ■ ■ ■ ■ ■ ■ THE STRUCTURAL ENGINEER OF
concrete from space where concrete is to be placed. PO4D'F r- i�>���1 RECORD.
f'c : 3,000 psi minimum at 28 days, 5�/2 sack minimum mix (special inspection is not required) ,�� � 0,4 � ��.A- .) 4'4.4 �1Tr5 _
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Slump : 5 inches maximum m, � i� A- 1 4,x 1 �9 t' P ,!! d
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water / cement: 0.47 maximum by weight - t
air entrainment : 5 /o +/- 1 /o � , i! ,
3/4-inch maximum size aggregate 'r�i - --1 t!
Cement: ASTM C150, normal - Type I or ASTM C595, Type IL �4,� , t l�/V ' .�
Coarse and fine aggregate: ASTM C33>i o
7 5" �10
Water shall be clean and not detrimental to concrete. Admixtures containing chlorides shall not',
be used. Do not use calcium chloride, fly ash and related materials. \ �, \ 0 i i jj •
Reinforcingscale or other bond -reducing ASTM
s6T e bar15 ds securelywithwillet ith #1t6 do�deformed steel free of [ -•
g g y - Ible annealed wire. r>�r'� i� ��
PIT, t i q l c)fi j Fz s t Ada ���"tiros •F� L,
EPDXY FOR ANCHORS AND DOWELS
Use Simpson SET-XP or Hilti HIT HY-200R adhesive syste �'I. �� '` D ) � � � _ � � �1 )/H
Follow manufacturer's instructions for all installation stepsincluding, i jection tools, mixing? ll —
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nozzles, material handling and storing, substrate drilling ancl'cleaning, and adhesive injection., a a
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WOOD FRAMING AND LUMBER GRADING �,i 1 lb a P
Allowable stress required shall be in accordance with o standard grading rules of West Coast } "1\, , a ' �' 'PO ,T
Lumber No. 16. Moisture content shall be maximum 19 /0. y I1 i p <
Wood framing details, not shown otherwise, shall be constructed to the min mum standards of the ( `�" °�--A �' � � � � �
IBC and shall conform to Table 2304.10.1 Fastening Schedule of the IBC. flotations on drawings ■ ■ �. �. �. �. �. Z
�� PRESERVATIVE -TREATED LUMBER
regarding connectors refer to products by the Simpson Strong Tie Company, Catalog C-C-2019. l
I REQUIRED WHERE FLOOR JOISTS
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! , 12 I 1\1t . MARE CLOSER THAN 18" TO THE - - - - -
Where preservative treated lumber is cut or drilled after treatment, the cu surface shall be field ;� EXPOSED GROUND, WHERE FLOOR LU
treated with approved preservative by repeated brushingli� dipping or s aking until the wood _ it (GIRDERS ARE CLOSER THAN 12" TO cn
absorbs no more preservative.�i� . THE EXPOSED GROUND, ALL WOOD I 0
-- ION CONCRETE OR MASONRY IN ■ 49' ± O
2
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DIRECT CONTACT WITH THE
PARTIAL
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i, SET PA �
- 0.131 inches minimum li!
8d common nail :Shank diameterGROUND, EXTERIOR SIDING, � 1 PAIR OF DTT1Z ANCHOR AT 80 O.C. z L
N (1 I�� \ TYP. / 2� DECKING UNDER — O
10d common nail : Shank diameter = 0.148 inches minimum` !SHEATHING AND FRAMING WITH A - r S1 MAX TYP. AT (7) LOCATIONS SEE �-
! , CLEARANCE LESS THAN 6" TO THE I P.T. UF_D� F_ R U.N.O. S1 BAY WINDOW
Galvanized nails shall be hot -dipped or tumbled. ' t :,. l La ,- o
Minimum nail penetration in framing = 1 1/2 inches (GROUND OR 2" TO CONCRETE ■ - , (SLIDER) , , Lu
■SURFACES, ANY WOOD ATTACHED
All fasteners and connectors exposed to the elements or in contact with preservative treated ¢ � T (DIRECTLY TO THE INTERIOR OF
AL WORK SUBJECT -- — - -
material shall be hot dip galvanized. J MASONRY OR CONCRETE WALLS ! ! 1 I r I I
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SECTIONS AND DETAILS I SPECTION FOR City Of Edmonds
Sections and details showing reinforcing, bolts, framing me00
mbers, and connections are intended C DE COMPLIANCE S1 ; ; ° b
to illustrate specific detail. No attempt has been made to show all eleme is passing through a Building Department U
specific section or detail. Construction details not specifically shown on th drawings shall follow °
similar details or sections of this project as approved by the;ER. Work DECK APPROVED BY PLANNING ' i l
\i I 2 x 10 IF# P.T AT 6 O - c
INSPECTION PPROVED f 12'-0"
Address /'0�
nd Building e artment to erform ----- 1023 DALEY ST C��� ' i
Contractor shall contact and coordinate with the City of Edmonds 9 p p P L N S MUST B E ' /
scheduled inspections as required by the Building Department. - Jul 21 2021
C�
Owner MEZHER ! ' ��
N JOB SITE _ -
pp 0%�19�ZQ21P.T. STAGGERED / %' T, 0„ ,_0„ k 5 Z Q
A roved Date; 2X10 .
------ BLOCKING AT MIDSPAN
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Building Official A �L Dn /� a PROVIDE (3) 10d HDG NAILS 4X1 HF 2 , D.O. D.O D.O D.O. D. . D. 4 10 F #2 �y
CITY OF EDMONDS g V(/,Il _VVO_ �Vf� -- - -- _ - - - - L�J
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AT EACH END T 1 -3 (Lj Z
BUILDING DIVISION - - - J / r, P , „
Permit Number �
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rRovEn PLAN BLD20� 1-0943
ABBREVIATIONS Et SYMBOLS Ax4 R-r. Fe>ev� , , / \ 3 - -rr� Q
A.B. Anchor Bolt FLR Floor P.T. Pressure Treated _ _-_ ,�r S1 TYP. OI �
�_� — 2X6 COMPOSITE
ARCH Architectural FNDN Foundation RAC Radius���L� c DECKING
ASPH Asphalt FTG Footing REINF. Reinforcing I�"
BLDG Building GALV Galvanized RF Roof �' '
BLKG Blockin GLBM Gluelam Beam I�' ST Standard '�����v� � �� ���-� � �� �/., � F—
g
BM Beam GDR Girder ST� Steel
36" Minimum 46., � -`��'� BASEMENT � ��� ��'�� - 2'-0" X 2'-0" 12" FOOTIN °� rO
BSMT Basement GWB Gypsum Wall Board S.y/ Short Way CCESS BELOW 36" MIN. TALL GUARDRAIL Z
CANT Cantilever HORZ. Horizontal T%IG Tongue & Groove � �� SET NEW 4X4 POSTS W/ (3) #4 1 -6 EACH BY OTHERS, COORDINATE _ �
CLG Ceiling HDG Hot Dip Galvanized TYP. Typical al= — _ DECK, TO REMAIN .� 6 WITH OWNER < Q
�,. ON TOP OF EXISTING WAY TYP. F ( �
CLR Clearance HDR Header U 0 Unless Noted �, .�, , CONCRETE WALL S1
CMU Conc Masonry Unit HF Hemlock Fir Otherwise { SEE
INSUL Insulation F_
COL Column Vertical SLI ER/STAIRS (�
INT Interior VE�?T. � U
CONC Concrete WI� Wood i �� CV
CONT Continuous W F Welded Wire Fabric _ ■
`(� Landing from the stairs to the ground 1� 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"
M.B. Machine Solt w1 With Kew Iri - I I
L.W... Lon a
MAX Maximum
DBL Double . must be 36" in the direction of travel. DF Douglas-Fir----� (n
MECH Mechanical MIN. 4" CONC. SLAB -ON -GRADE W/ 6X6 I-
DIA Diameter MFR Manufacturer AT I Please refer to 2018 IRC R311.7.6 I I Spacing of the stair stringers must not exceed I �-
D.O. Ditto ��■�■�������■�■�, W2.9 XW2.9 WWF UNDER STAIRS.
DWG Drawing MIN Minimum DIAMETER the maximum allowable span for the specific FRAMING OF (3) STEPS BY ISSUE DATE:
EA Each MISC Miscellaneo
us
CENTERLINE I I CONTRACTOR. USE 2X6 COMPOSITE RECEIVED June 29, 2021
NTS Not To scale I .deck board being used as a stair tread. Refer
ELEC Electrical O.C. On Center - DECKING AT TREADS. Jul2 21 PROJECT>�:
ELEV Elevation HOEDOWN K= ACT 10 H I to 2018 IRC R507.2.2. 08 0
OSB Oriented StrandB�ard ..-�-•• � ■ �■�■�■�■�■�■�■�■�■�■�■
ENG Engineered 1 -_. ' INSTALL PER MANUFACTURER'S APPROVED DE DETY OF VELOPMENT MEN SERVCES 22138
OVHG Overhang �' �' �' �' �' �' �' �' �' �' �'
EQ Equal # SHEAR WALL DEPARTMENT
SPECIFICATIONS AND HAVE A COPY SHEET:
PL Plate FLOOR FRAMING i FOUNDATION PLANS AVAILABLE FOR USE BY INSPECTION STAFF
E.W. Each Way PLY Plywood
E.B. Expansion Bolt PSF Pounds per squarefoot C LESS OR EQUAL 1 ! „ 1 ion
EXP Exposure > GREATER ORE UAL ■I OF (I) SHEETS
EX"r Exterior
CABLE
DECK MOUNT
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1 /4 SCALE
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9000 TOP RAIL
N
2 3/8"
9000 ALUMINUM TOP RAIL
9016 ALUMINUM SNAP POCKET
(4) #12 x 1" PAN HEAD SMS 41OSS
9005 ALUMINUM POST 14"
1x19 316 SS CABLE
GROMMET
FIELD FASTENERS MEETING LOAD REQUIREMENT —BY OTHER
9026R/05 ALUMINUM BASE PLATE
----------------------
Hardware and fasteners in contact with
preservative -treated wood shall be of
BLOCKING REQUIRED
hot -dipped zinc galvanized steel,
siliconbronze rcopper. I
i
TO MEET LOAD
In thestainless absence
recommendations a minimum of ASTM A 653 I
REQUIREMENTS BY
type G185 zinc -coated galvanized steel, or
equivalent, shall be used. I
OTHER
IRC R317.3.1 IBC 2304.10.5.1
Install per manufacturers
specifications. Have all
manufacturer
documentation on site.
GENERIC DETAILS. BASE PLATE PARALLEL STND.
ACTUAL DESIGN AND MAKE—UP VARY AS REQUIRED. PERPENDICULAR MAY BE REQUIRED
RECEIVED
Jul 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
16 1
o❑a
i-- 5 1 /2" ----I
9026R BASE PLATE
9000 TOP RAIL & 9005 POST
CrystaLite railings are structurally designed and stamped by an independent structural engineer. CrystaLite
railing systems have been rated to accommodate high wind loads and exposure ratings set forth by local
building codes. CrystaLite will select the appropiate post size and spacing to meet code requirements,
exposure criteria, with wind speeds up to 120 mph.