21-104579-Floor and Framing plan-12jan2022-V11st Floor Area
Open Below
--------------------------------
Total Living Area
--------------------------------
Total Garage Area
--------------------------------
Total Deck & Porch Area
--------------------------------
Total Areas
718 Sq.Ft.
- 0 Sq.Ft.
-------------------
718 Sq.Ft.
-------------------
0 Sq.Ft.
-------------------
0 Sq.Ft.
-------------------
718 Sq.Ft.
Hebrews 3:4 (NIV) - For every house is built by someone, but God is the builder of everything.
Square Foot Totals
("Open Below" is Space with No
Stairs Underneath The Open Area)
Drafting Manager:
Jared Baehmer
Elevation
2102 E Main #105
Puyallup, WA 98372
866.657.4371
CAD Technician:
Logan Harman
Engineer of Record:
Ercin Sahin, P.E.
Structural Works, PLLC
1412 Beach Dr NE #A
Tacoma, WA 98422
253.533.0835
Design Criteria & Loads
Roof Snow Load:
Floor Live Load:
Wind Speed (ASD):
Wind Speed (ULT):
Exposure:
Seismic Zone:
Frost Depth:
25 LBS
40 LBS
85 MPH
110 MPH
B
D
1'-0"
Applicable Codes
2018 International Building Code (IBC)
2018 International Residential Code (IRC)
2018 Washington State Energy Code (WSEC)
3D Isometric Drawings are for illustration ONLY!
N/A
U-Factor (A)R-Value (A)All Climate Zones
0.042
Ceiling R-Value (E)
Below Grade Wall (C,H)
N/A
Floor R-Value
Fenestration U-Factor (B)
Skylight U-Factor (B)
Wood Frame Wall (G,K)
Slab (D,F) R-Value & Depth
N/A
49 (J)
30 (G)
21 INT
10/15/21 INT+TB
0.50
10, 2ft
0.30
0.056
0.026
0.029
A) R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a
cavity which is less than the label or design thickness of the insulation, the compressed R-value of
the insulation from Appendix Table RA101.4 shall not be less than the R-value specified in the table
B) The fenestration U-factor column excludes skylights.
C) “10/15/21 + 5TB” means R-10 continuous insulation on the exterior of the wall, or R-15
continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break
between the slab and the basement wall at the interior of the basement wall. “10/15/21 + 5TB” shall
be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5
continuous insulation on the interior or exterior of the wall. “5TB” means R-5 thermal break between
floor slab and basement wall.
D) R-10 continuous insulation is required under heated slab-on-grade floors. See Section
R402.2.9.1.
E) For single rafter or joist-vaulted ceilings, the insulation may be reduced to R-38 if the full
insulation depth extends over the top plate of the exterior wall.
F) R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the
required perimeter slab insulation when applied to existing slabs complying with Section R503.1.1.
If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics.
G) For log structures developed in compliance with Standard ICC 400, log walls shall meet the
requirements for climate zone 5 of ICC 400.
H) Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2
including standard framing 16 inches on center, 78 percent of the wall cavity insulated and headers
insulated with a minimum of R-10 insulation.
Option Description Credit (R2)
2018 IECC Energy Code Infor mation
Fuel Normalization Credits for the 2018 WSEC
2
For an initial heating system using a heat pump that meets federal standards
for the equipment listed in Table C403.3.2(1)C or C403.3.2(2)
or
Air to water heat pump units that are configured to provide both heating and
cooling and are rated in accordance with AHRI 550/590
1.0 (1.0)
3.6
Ductless split system heat pumps with no electric resistance heating in the
primary living areas. A ductless heat pump system with a minimum HSPF of
10 shall be sized and installed to provide heat to entire dwelling unit at the
design outdoor air temperature.
To qualify to claim this credit, the building permit drawings shall specify the
option being selected, the heated floor area calculation, the heating
equipment type(s), the minimum equipment efficiency, and total installed
heat capacity (by equipment type).
2.0 (3.0)
Option Description
Energy Credits for the 2018 WSEC
Credit (R2)
3D Isometric Drawings are for illustration ONLY!
3D Isometric Drawings are for illustration ONLY!34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:12
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.bizSheet Index
Label Pg #Title
A0.0 1 Project Cover Sheet
A1.1 2 1st Floor Plan
A2.1 3 Elevations
A4.1 4 Typical Sections
S0.0 5 Structrual Notes
S1.1 6 Foundation Plan
S4.1 7 Structural Details
S4.2 8 Structural Details
S4.3 9 Structural Details
Project Information
Layout Sheet #
1 of 9
Project
Cover Sheet
A0.0
34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:12
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.bizB1
A2.1
WH
T
Tub/ShowerW01 2020 XO ExistingExistingW02 8040 XOX ExistingW03 5040 XO
Egress
3068 50 Bypass H02 2668 H03 2668 40684068 4068EP
50 CFM
100 CFM
SD
SD
718 SQ FT
1st Floor Plan - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***
BATH #1
CLOSET #1
CLOSET #2
PANTRY
BEDROOM #1
Bedroom #1
11'-2" x 15'-0"
8' Plate Height
Flooring - Carpet
CLOSET #3
KITCHEN
LIVING ROOM
ENTRY
Living Room
15'-0" x 16'-3"
8' Plate Height
Flooring - Laminate
Kitchen
6'-7" x 12'-9"
8' Plate Height
Window relocated from bedroom
LIVING AREA
A1
A2.1
A
A2.1
A
A2.1
B
A2.1
B
A2.1
D1
A2.1
C5
A2.1
Relocate
W05 5030 XO W01 5030 XO DemoDemoW04 4030 XO Replace
D01 3068 1st Floor Plan - EHD-1007181-S As-Built
Scale: 1/4 in = 1 ft
Slab
29'-0" x 29'-0"
8' Plate Height
*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***DemoModifySLAB
Relocate to bathroom
Replace w/ 50x40 for egress
Raise to meet new floor level
1st Floor Room Schedule
Room Name Floor Finish Ceiling Height Sq Ft**Dimensions**
Living Room Flooring - Laminate 95 1/2"292 15'-0" x 16'-3"
Bedroom #1 Flooring - Carpet 95 1/2"193 11'-2" x 15'-0"
Closet #3 Flooring - Carpet 95 1/2"18 2'-0" x 7'-2"
Bath #1 Flooring - Tile 95 1/2"48 8'-3" x 4'-11"
Closet #1 Flooring - Carpet 95 1/2"18 3'-0" x 4'-10"
Closet #2 Flooring - Carpet 95 1/2"12 4'-11" x 2'-0"
Pantry Flooring - Laminate 95 1/2"10 1'-5" x 4'-10"
Kitchen Flooring - Laminate 95 1/2"96 6'-7" x 12'-9"
Entry Flooring - Laminate 95 1/2"31 7'-4" x 3'-8"
Totals:718
*Ceiling Height for Garage/Basement is from Top of Slab to Top of Sill Plate
** All Square Footage, Room Dimensions & Ceiling Heights are Approximate
Window Schedule
Number Window Info Floor Width Height Sq Ft Room Name**Top Height Trim Size Egress Tempered U-Factor SHGC Comments
W01 2020 XO 1 24 "24 "4.0 Bath #1 87"3/4"x3 1/2"0.27 0.25
W02 8040 XOX 1 96 "48 "32.0 Living Room 87"3/4"x3 1/2"0.27 0.25
W03 5040 XO 1 60 "48 "20.0 Bedroom #1 87"3/4"x3 1/2"Yes 0.27 0.25
Totals:56.0
Interior Door Schedule
Number Size Floor Width Height Sq Ft Room Name Jamb Size Trim Size Type Hinge Side Swing Side Comments
H01 5068 R IN 1 60 "80 "33.33 Bedroom #1/Closet #3 3/4"x4 1/2"1/2"x3 1/2"Slider R In
H02 2668 R IN 1 30 "80 "16.67 Bedroom #1/Living Room 3/4"x4 1/2"1/2"x3 1/2"Hinged R In
H03 2668 L IN 1 30 "80 "16.67 Living Room/Bath #1 3/4"x4 1/2"1/2"x3 1/2"Hinged L Out
H04 4068 L/R 1 48 "80 "26.67 Living Room/Closet #1 3/4"x4 1/2"1/2"x3 1/2"4 Dr. Bifold L/R In
H05 4068 L/R 1 48 "80 "26.67 Living Room/Closet #2 3/4"x4 1/2"1/2"x3 1/2"4 Dr. Bifold L/R In
H06 4068 L/R 1 48 "80 "26.67 Kitchen/Pantry 3/4"x4 1/2"1/2"x3 1/2"4 Dr. Bifold L/R In
Totals:146.68
718 Sq.Ft.
109.0 Sq.Ft.
15.18 %
Floor Areas
1st Floor Living Area =
Total Living Space =
Total Glazing Area =
Glazing Percentage =
718 Sq.Ft.
**Glazing Calc have Open Below Areas included.
**Windows Located in Non-Heated Rooms are not
included in Glazing Percentages
Layout Sheet #
2 of 9
1st Floor
Plan
A1.1
34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:12
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.biz*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***
3/4" Cornerboard
Horizontal Lap Siding
Elevation C 5 - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
-(1'-0") - Min Frost Depth
Top of Wall Plate
Above FFL - 8'
Approximate Height
Above FFL - 11'-9"
Minimum 6" Grade to Wood
Top of Sub Floor FFL - 0'
Continuous Ridge Vent
Architectural Composition Roofing
Class "B" Minimum Required w/
7/16" Plywood Roof Sheathing
11'-9"6"13'-9"18"12'-3"8'*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***
3/4" Cornerboard
Horizontal Lap Siding
Elevation D1 - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
-(1'-0") - Min Frost Depth
Top of Wall Plate
Above FFL - 8'
Approximate Height
Above FFL - 11'-9"
Minimum 6" Grade to Wood
Top of Sub Floor FFL - 0'
Continuous Ridge Vent
Architectural Composition Roofing
Class "B" Minimum Required w/
7/16" Plywood Roof Sheathing
11'-9"6"13'-9"18"12'-3"8'12'-3"18"*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***8'13'-9"11'-9"6" -(1'-0") - Min Frost Depth
Top of Wall Plate
Above FFL - 8'
Approximate Height
Above FFL - 11'-9"
Minimum 6" Grade to Wood
Top of Sub Floor FFL - 0'
Continuous Ridge Vent
Architectural Composition Roofing
Class "B" Minimum Required w/ 7/16"
Plywood Roof Sheathing
Cross Section A - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft 12'-3"18"*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***
-(1'-0") - Min Frost Depth
Top of Wall Plate
Above FFL - 8'
Approximate Height
Above FFL - 11'-9"
Minimum 6" Grade to Wood
Top of Sub Floor FFL - 0'
Continuous Ridge Vent
Architectural Composition Roofing
Class "B" Minimum Required w/ 7/16"
Plywood Roof Sheathing
Cross Section B - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft8'13'-9"11'-9"6"*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***
3/4" Cornerboard
Horizontal Lap Siding
Elevation B1 - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
-(1'-0") - Min Frost Depth
Top of Wall Plate
Above FFL - 8'
Approximate Height
Above FFL - 11'-9"
Minimum 6" Grade to Wood
Top of Sub Floor FFL - 0'
Continuous Ridge Vent
Architectural Composition Roofing
Class "B" Minimum Required w/
7/16" Plywood Roof Sheathing
11'-9"6"13'-9"18"12'-3"8'*** Scale Only on 24x36 or 30x42 Size Paper. Smaller Size Paper will be Not To Scale ***
3/4" Cornerboard
Horizontal Lap Siding
Elevation A1 - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
-(1'-0") - Min Frost Depth
Top of Wall Plate
Above FFL - 8'
Approximate Height
Above FFL - 11'-9"
Minimum 6" Grade to Wood
Top of Sub Floor FFL - 0'
Continuous Ridge Vent
Architectural Composition Roofing
Class "B" Minimum Required w/
7/16" Plywood Roof Sheathing
11'-9"6"13'-9"18"12'-3"8'Layout Sheet #
3 of 9
Elevations
A2.1
34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:13
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.bizS p ace
No t Use d
1/2"
Section - Space Not Used
Scale: No Scale
S e e R o o f P la n fo r P itc h
Typical Wall
Construction
.
1 - Horizontal Siding on Exterior
2 - Tyvek Building Wrap
3 - 7/16" Plywood OSB
4 - 2x Studs @ " oc
5 - R-21 Insulation w/ Vapor Barrier
6 - 7/16" GWB on Interior
Double Top Plate
R-49 Blow-In Insulation
R-38 High Density Batt Insulation
6 Mil Black
Poly Visqueen8" x 16" Footing
#Evaluation
Error#
1'-0" Frost
Depth Required
4" Concrete Slab
Typical FDN Construction (<48")
1 - PT 2x6 Sill Plate 2 - 1/2" AB's per Engineering
3 - (1) #4 Rebar (Horiz) in Top 1/3 of stemwall 4 - (1) #4 Rebar (Horiz) in Bot 1/3 of stemwall
5 - (1) #4 Rebar (Vert) at 48" oc 6 - (2) #4 Rebar (Horiz) in Footings
7 - See Engineering for Foundation Requirements for Stemwalls over 48" of Unbalanced Fill.
Typical Roof Construction
.
1 - 7/16" Plywood Roof Sheathing - See Engineering for Nailing Pattern
2 - R-38 High Density Batt Insulation & R-49 Blow-In Insulation
3 - 15# Asphaltic Roof Paper
4 - Pre-Manufactured Trusses @ " oc
5 - 5/8" GWB Drywall on Ceiling
6 - 5/4" Fascia
Section - 1 Story Garage
Scale: No Scale
S pa ce
No t Used
1/2"
Section - Space Not Used
Scale: No Scale
Layout Sheet #
4 of 9
Typical
Sections
A4.1020201010303
34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:13
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.bizLayout Sheet #
5 of 9
Structrual
Notes
S0.0
GENERAL NOTES
AREA
ROOF
OTHER ROOMS FLOORS
STAIRS
DECKS
DESIGN DEAD LOAD
15 PSF
ACTUAL
ACTUAL
ACTUAL
LIVE LOAD
25 PSF (SNOW)
40 PSF (2)
40 PSF (OR 300#/TREAD)
60 PSF
(1) LIVE LOAD REDUCTION NOT PERMITTED EXCEPT AS NOTED IN IBC
SECTION 1607.10.
(2) 30 PSF FOR SLEEPING AREAS
LATERAL FORCES
WIND:
IBC
- EXPOSURE CATEGORY = B
- BASIC WIND SPEED, (3 SEC. GUST), VULT = 110 MPH
- WIND IMPORTANCE FACTOR, Iw = 1.0
- OCCUPANCY BUILDING CATEGORY PER TABLE 1-1 = II
- INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18
- TOPOGRAPHIC FACTOR KZT = 1.00
SEISMIC:
WELDING
STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL
WELDING CODE" AWS D1.1.
ELECTRODES: USE E70 ELECTRODES.
GENERAL REQUIREMENTS
ADHESIVE ANCHOR RODS: ASTM F1554, GRADE 36 UNLESS NOTED
OTHERWISE.
SEISMIC IMPORTANCE FACTOR, e = 1.0
RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = D
SPECTRAL RESPONSE ACCELERATIONS Ss = 1.346 & S1 = 0.463
SITE CLASS PER TABLE 20.3-1 = D
DESIGN SPECTRAL RESPONSE ACCELERATIONS Sds = 0.897
SEISMIC DESIGN CATEGORY = D
ANALYSIS PROCEDURE USED = SIMPLIFIED LATERAL FORCE ANALYSIS
RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6.5
I
CONCRETE ANCHORS:
- ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187)
*CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF
INSTALLATION.
*CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS
REQUIRED BY THE CONCRETE MANUFACTURER.
*HOLE SHALL BY HAMMER-DRILLED ONLY.
*HOLE SHALL BE DRY AT TIME OF INSTALLATION.
*INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY
POSITION EXCEPT DIRECTLY
DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACI/
CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM.
STRUCTURAL STEEL
DETAILING, FABRICATION AND ERECTION
ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF
STEEL CONSTRUCTION, 14TH EDITION.
MATERIAL PROPERTIES
WIDE FLANGE SECTIONS: ASTM A992 (Fy = 50 KSI)
OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.;
ASTM A572 (Fy = 50 KSI) WHERE INDICATED
HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM
A500 GRADE B (Fy = 46 KSI) ROUND - ASTM A500 GRADE B (Fy = 42 KSI)
STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35
KSI)
MACHINE BOLTS (M.B.): ASTM A307, GRADE A
ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS OTHERWISE
NOTED, ASTM F1554, GRADE 105 WHERE INDICATED.
ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE
SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS
SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH
DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE
DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL
CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL
DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.
THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED
VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL
STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE
STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT
LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND
SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF
EQUIPMENT AND CONSTRUCTION PROCEDURES. CONSTRUCTION
OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL
CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN
ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES.
STANDARDS
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
2018 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED AND
ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE
JURISDICTION.
APPLICABLE STRUCTURAL PROVISIONS:
• 2018 INTERNATIONAL BUILDING CODE (IBC)
DESIGN CRITERIA
VERTICAL LOADS
SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF)
Pg = 25 PSF = GROUND SNOW LOAD
Pf = 0.7CeCt IsPg = FLAT ROOF SNOW LOAD
Ps = CsPf = SLOPED ROOF SNOW LOAD
Is = 1.0 Ce = 1.0, Ct = 1.0, Cs = 25 PSF
THE BUILDING MEETS THE CRITERIA TO USE THE "SIMPLIFIED ENVELOPE
PROCEDURE" PER ASCE 7-16.
SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE
SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVAL A MINIMUM OF 2
WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT ARE PREPARED
AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN
THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE
SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT
PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING
THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS
REQUIRED BY THE BUILDING CODE.
- SCREW ANCHORS: KWIK HUS-EZ (ICC ESR-3027) BY HILTI, INC. OR
TITEN HD (ICC ESR-2713) BY SIMPSON STRONG TIE, INC.
- EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC.
OR STRONG-BOLT 2 (ICC ESR-3037) BY SIMPSON STRONG TIE, INC.
FINISH : STRUCTURAL STEEL SHALL BE PRIMER PAINTED, UNLESS NOTED
OTHERWISE. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT
SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384,
AND A385.
CERTIFICATION : ALL WELDING SHALL BE PERFORMED BY WABO/AWS
CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH
POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING.
ITEM
SLAB ON GRADE
FOUNDATIONS - UNO
STEM WALLS
CONCRETE MIX NOTES:
GROUT
REINFORCING STEEL
POST-INSTALLED ANCHORS
DESIGN f'c
(PSI)
(AT 28 DAYS
U.N.O.)
2500
2500
2500
MAX
W/C
RATIO
0.45
0.50
0.45
100
--
100
AGGREGATE
GRADING
ASTM
AASHTO
57 OR 67
1
NOTES
CONCRETE
FOUNDATION DESIGN CRITERIA
SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)*
ACTIVE PRESSURE - RESTRAINED: 55 PCF +14H SEISMIC SURCHARGE
(ASSUMED)
ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE
(ASSUMED)
PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ≥ 1.5) (ASSUMED)
COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ≥ 1.5) (ASSUMED)
FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS
WITH A MAXIMUM DUST RATIO % PASSING U.S. NO. 200 SIEVE
% PASSING U.S. NO. 40 SIEVE = 2/3 MAX.
ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR
"STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE
COMPACTED. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN
CONCRETE (F'c= 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS
DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED
WELL-GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN
SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED.
COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY
ASTM D1557. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK
TO AVOID WATER-SOFTENED FOOTINGS.
A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL
CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE
SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL
PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%,
CONCRETE: MODERATE WEATHERING POTENTIAL SHALL BE MADE WITH
PORTLAND CEMENT SHALL BE MADE WITH PORTLAND CEMENT ASTM
C-150 TYPE II OR TYPE I, COARSE AND FINE AGGREGATE ASTM C-33,
WATER CLEAN AND POTABLE AND SHALL BE READY MIXED PER ASTM C-94.
NO ALUMINUM (CONDUIT, MISCELLANEOUS ITEMS, ETC.) SHALL BE
EMBEDDED IN ANY CONCRETE. COORDINATE FORMWORK AND FINISH
TYPES ACCEPTABLE TO THE OWNER.
1. FIBROUS CONCRETE REINFORCEMENT SHALL BE "FIBERMESH"
MANUFACTURED BY PROPEX CONCRETE SYSTEMS OR PRE-APPROVED
EQUAL. DOSAGE SHALL FOLLOW MANUFACTURER'S RECOMMENDATION
BUT NOT LESS THAN 1.5 LB/CU. YD.
2. PROVIDE 3000 PSI AT 28 DAYS MINIMUM FOR DURABILITY AT
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, PORCHES,
CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND FOR ALL
GARAGE FLOOR SLABS. CONCRETE SHALL BE AIR ENTRAINED
CONFORMING TO ASTM C-260. TOTAL AIR CONTENT (PERCENT BY VOLUME
OF CONCRETE) SHALL NOT BE LESS THAN 5% OR MORE THAN 7%.
PLACE CONCRETE: PER ACI 304 AND CONFORM TO ACI 305 AND 306 FOR
HOT AND COLD WEATHER PLACEMENT AND CURING PROTECTION. USE
INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM
FREQUENCY. DO NOT OVER-VIBRATE. CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING,
EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER
POURING.
NON-SHRINK GROUT: GROUT SHALL CONFORM TO CRD-C621. F'c = 5000
PSI IN 28 DAYS. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES.
FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION,
INSTALLATION, AND CURING.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. DETAIL,
FABRICATE AND PLACE PER ACI 315 AND ACI 378. LAP SPLICES SHALL BE
48 BAR DIAMETERS UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS
AT ALL HORIZONTAL BARS IN FOOTINGS AND WALLS. WELDED WIRE
REINFORCEMENT SHALL CONFORM TO A185. LAP ONE FULL MESH ON
SIDES AND ENDS BUT NOT LESS THAN 8 INCHES. PLACE AT MID-DEPTH OF
SLAB OR AS SHOWN.
POST-INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON
THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN
APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING
POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-
IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED
ANCHORS TO AVOID CONFLICTS WITH REBAR. INSTALL IN ACCORDANCE
WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER.
HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT
UNREINFORCED MASONRY - NO HAMMER TOOLS).
MIN
FLASH
OR SLAG
(PCY)
57 OR 67
57 OR 67
ITEM TYPE. CONNECTION
GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE
2304.10.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO
PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH
CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE
EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR
SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED
WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD
MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER
THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS,
NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM
3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD
SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS,
EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND
2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED
PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD
REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING
REQUIREMENTS FOR CONNECTORS AND FASTENERS.
FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS (UNLESS
NOTED OTHERWISE ON PLANS)
FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE
MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CA.,
OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF
NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE.
PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD
MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN
THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR
CONNECTORS AND FASTENERS.
LAG SCREWS: SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG
SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A
MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS
NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE
SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION
AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE
THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75
PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST
THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF
THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A
WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS
OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE
TO THE SCREW. LAG SCREWS SHALL NOT BE DRIVEN WITH A HAMMER.
REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE
GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS
AND FASTENERS.
METAL-PLATE-CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED
AND INSTALLED WITHIN THE JURISDICTION REQUIREMENTS, AND
DESIGNED AND DETAILED IN ACCORDANCE WITH ANSI/TP-1, INCLUDING
BRACING AND WIND UPLIFT. PROVIDE 2x6 TOP CHORDS, AND 2x4 BOTTOM
CHORDS AND WEBS, UNLESS COORDINATED AND APPROVED. TRUSSES
SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN
CRITERIA AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING
PLANS AND DETAILS. TRUSSES INDICATED ON PLANS ARE FOR TYPICAL
UNIFORMLY LOADED CONDITIONS. MANUFACTURER SHALL PROVIDE
ADDITIONAL OR SPECIAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL
LOADING CONDITIONS AS INDICATED ON DRAWINGS. PROVIDE
INSTALLATION FRAMING PLANS AND DRAWINGS.
PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT
TESTING LABORATORY OR A LICENSED PROFESSIONAL ENGINEER
CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND
THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE
TRUSS DESIGN DRAWINGS.
I-JOISTS: SHALL BE APA EWS PERFORMANCE RATED I-JOISTS (PRI) OR
PRE-APPROVED EQUAL. I-JOISTS SHALL BE MANUFACTURED IN
CONFORMANCE WITH APA PRI-400 CONFORMING TO APPROVED SHOP AND
INSTALLATION DRAWINGS.
CEILING JOIST TO PARALLEL RAFTER
CEILING JOIST: LAP OVER PARTITION
BLOCKING TO RAFTER
RIM BOARD TO RAFTER
TOP PLATE TO TOP PLATE
TOP PLATE AT INTERSECTIONS
HEADER TO HEADER
TOP OR BOTTOM PLATE TO STUD
RAFTER OR TRUSS TO TOP PLATE
CEILING JOIST TO TOP PLATE
STUD TO SOLE PLATE
BOTTOM PLATE TO FLOOR JOIST AT
BRACED PANEL
JOISTS TO TOP PLATE, SILL OR GIRDER
BRIDGING TO JOIST
BLOCKING TO JOISTS
BLOCKING TO TOP PLATE
RIM JOIST TO JOIST
RIM JOIST TO SILL OR TOP PLATE
CONTINUOUS HEADER TO STUD
BUILT-CORNER STUDS
BUILT-UP BEAMS (PER LAYER)
RAFTERS TO RIDGE BOARD
RAFTERS TO HIP
FACE NAIL
FACE NAIL
FACE NAIL
TOENAIL
END NAIL
FACE NAIL
FACE NAIL
FACE NAIL
FACE NAIL
FACE NAIL
END NAIL
TOE NAIL &
END NAIL
TOE NAIL
TOE NAIL
TOE NAIL
TOE NAIL
FACE NAIL
CONNECTOR
CONNECTOR
FACE NAIL
FACE NAIL
TOENAIL &
CONNECTOR
TOENAIL
COLLAR TIE
TOP PLATE LAP
STUD TO STUD
TOE NAIL &
FACE NAIL
TOE NAIL &
FACE NAIL
TOE NAIL &
FACE NAIL
(3) 16d
H2.5 @ 48" O.C.
(3) 16d
(3) 16d
(3) 16d
(3) 8d
(3) 8d
(2) 16d
(2) 16d @ 12" O.C.
(4) 16d
(8) 16d
(2) 16d @
24" O.C.
16d @ 16" O.C.
EA. EDGE
(2) 16d
(4) 8d
(2) 16d
16d @ 16" O.C.
(3) 16d @ 16" O.C.
(4) 8d
(2) 8d
(3) 8d
(3) 8d
(3) 16d
A35 @ 24" O.C.
A35
16d @ 24" O.C.
16d @ 16" O.C.
EA. EDGE
(4) 16d
(3) 16d
(4) 16d
(3) 16d
CARPENTRY:
PENNYWEIGHT DIAMETER (IN)
8d COMMON WIRE
8d "DIPPED GALV. BOX"
8d "SHINY BOX"
12 GA. STAPLES
14 GA. STAPLES
15 GA STAPLES
10d COMMON WIRE
10d "HOT DIPPED
GALV. BOX"
10d "SHINY BOX"
0.131
0.131
0.113
0.1055
0.080
0.072
0.148
0.148
0.128
2-1/2
1-1/2*
1-1/2*
3
*BASED ON 15/32" PLYWOOD OR OSB.
**REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM.
MINIMUM DESIGN VALUES:
1. 2x LVL: Fb = 1700 PSI, Fv = 285 PSI, E = 1300 KSI
2. 1-3/4" LVL: Fb = 2600 PSI, Fv = 285 PSI, E = 1800 KSI
3. 3-1/2" LVL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI
4. 5-1/4" LVL: Fb = 2900 PSI, Fv = 285 PSI, E = 2000 KSI
5. RIMBOARD:APA/EWS PERFORMANCE RATED RIM (PRR-401) 1-1/4"
MINIMUM THICKNESS
PRESERVATIVE TREATED WOOD REQUIREMENTS:
TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED.
6
6
4-1/2
6
6
5
6
6
4-1/2
4
4
3
5-1/2
4
3
4
4
3
3
3
2-1/2
4
3
2-1/2
3
3
2-1/4
BLUE
-
YELLOW
-
-
-
PURPLE
-
WHITE
FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER
TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON
PLANS:
NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS
WITH THE FOLLOWING PROPERTIES:
WOOD SHEATHING (STRUCTURAL): SHEATHING SHALL BE PLYWOOD OR
ORIENTED STRAND BOARD. PLYWOOD SHEATHING SHALL BE 5-PLY
MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING
SHALL BE "STRUCTURAL I" CONFORMING TO PS1-09 AND/OR PS2-10. ALL
PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY.
SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT
32"O.C. (48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32/16); FLOORS
(48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL
EDGES UNLESS NOTED OTHERWISE.
GLUE-LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. MEMBERS
SHALL BE COMBINATION 24F-V4 DOUGLAS FIR (DF) FOR SIMPLE SPANS
AND 24F-V8 DF FOR CANTILEVERED SPANS (Fb=2400 PSI, Fv=265 PSI, E=
1.8X10^6 PSI) AND DF COMBINATION 2 FOR COLUMNS. ARCHITECTURAL
APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL
APPEARANCE GRADE WHERE NOT EXPOSED TO VIEW. ALL MEMBER TO
HAVE EXTERIOR GLUE AND HAVE AITC OR APA-EWS STAMP. CAMBER AS
SHOWN ON STRUCTURAL DRAWINGS.
FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE
TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB),
WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY
ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC)
TO GRADE UNDER ALSC CERTIFIED GRADING RULES.
SPECIES AND GRADE (BASE DESIGN VALUE)
1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fb=1350 PSI, Fv=170
PSI)
2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 2
(Fb=900 PSI, Fv=180 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI)
3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH" NO. 1 (Fc=1000 PSI)
4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG
FIR-LARCH" NO. 2 (Fb= 900 PSI, Fc= 1350 PSI) OR "HEM-FIR" NO. 1 (Fb=975
PSI, Fc=1350 PSI).
5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH" NO. 2 (Fb=900
PSI. Fc=1350 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI)
STRUCTURAL COMPOSITE LUMBER (SCL): SHALL BE MANUFACTURED BY
WEYERHOUSER, OR PRE-APPROVED EQUAL IN ACCORDANCE WITH
APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A
CURRENT ICC EVALUATION REPORT.
LENGTH (IN)TRACKER** COLOR
CODED NAILS
8d
10d
16d
20d
.131
.148
.162
.192
2-1/2
3
3-1/2
4
BLUE
PURPLE
ORANGE
-----
TRACKER**
COLOR
CODED NAILS
2-1/2
2-1/2
1-7/8*
3
3
EQUIVALENT
SPACING (IN)
LENGTH
(IN)DIA. (IN)FASTENER TYPE
SBX: DOT SODIUM BORATE FIR: DOUG-FIR OR HEM-FIR
ACQ: ALKALINE COPPER QUAT SP: SOUTHERN PINE
CBA & CA: COPPER AZOLE
2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS,
COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR
BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS.
NAILS, SPIKES, WOOD SCREWS, ETC.
3. G60, G90 & G185 PER ASTM A653 FOR COLD-FORMED STEEL
CONNECTORS. BATCH/POST HOT-DIP GALVANIZED PER ASTM A123 FOR
CONNECTORS. HOT-DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR
MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR
GREATER.
1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED
2x, 4x, 6x (FIR),
OR GLULAM (SP)
2x, & 4x (FIR)
2x, & 4x (CEDAR)
SBX GALV (G60)
ACQ, CBA, CA
ACQ, CBA, CA
NONE
6x (FIR), OR
GLULAM (SP)
6x OR GLULAM
(CEDAR)
NONE
GALV (G90)
GALV (G185)
GALV (G90)
ACQ, CBA, CA
GALV (G185)
GALV (G185)EXPOSUREWETCONNECTORS &
FASTENERS (2)(3)
PRESERVATIVE
TREATMENT (1)
SPECIFIED
MATERIAL
FRAMING,
DECKING
BEAMS &
COLUMNS
FOUNDATION
SILL PLATES,
TOP PLATES &
LEDGERS ON
CONCRETE
OR MASONRY
WALLS (4)DRYAPPLICATION
06/10/2021
34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:13
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.biz
I
II
II
I
II
II
Layout Sheet #
6 of 9
Foundation
Plan
S1.1
WH
T
Tub/ShowerW01 2020 XO ExistingExistingW02 8040 XOX ExistingW03 5040 XO
Egress
3068 50 Bypass H02 2668 H03 2668 40684068 40685'-9"5'-2"28"11'-8"28"3'-7"24"36"7'-5"
4'8'4'7'-6"29 1/4"5'-1 3/4"28"
14"5'30"
36"3'-0 1/2"18"
718 SQ FT
1st Floor Framing Plan - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
BATH #1
CLOSET #1
CLOSET #2
PANTRY
BEDROOM #1
CLOSET #3
KITCHEN
LIVING ROOM
ENTRY
LIVING AREA
Existing
Double 2x10 Beam
Proposed 6x6 Post
18"18"12"8'-8"32"
CL
9'-2 1/4"
CL 9'-3"T.Y.P. Plumbing Drops
Proposed Pad for 6x6 Post
GARAGE SLAB
Existing Slab
Foundation Floor Plan - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
718 SQ FT
1st Floor Shearwall Plan - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
BATH #1
CLOSET #1
CLOSET #2
PANTRY
BEDROOM #1
CLOSET #3
KITCHEN
LIVING ROOM
ENTRY
LIVING AREA
Roof Framing Plan - EHD-1007181-S Proposed
Scale: 1/4 in = 1 ft
Existing Ceiling Joist
Existing Rafters
Proposed 6x6 Post
Existing Double 2x10 Beam
HOLDOWN LEGEND
1. HDU2 HOLDOWN OR STHD14
SWXX
SW1
REFER TO SHEARWALL
SCHEDULE ON PAGE S5.4
ALL EXTERIOR WALLS
SHALL BE SW1 UNLESS
NOTED OTHERWISE
FOUNDATION NOTES:
1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
2. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMMUM 12" BELOW GRADE
3. 4" CONCRETE SLAB OVER 6MIL VAPOR BARRIER ON 6" PF GRAVEL OR CRUSHED ROCK OVER FIRM UNDISTURBED SOIL OR
ENGINEERED COMPACTED BACK-FILL. REINFORCE WITH 6 x 6 W1.4 x W1.4 WWF
4. ALL WOOD IN CONTACT WITH CONCRETE SHOULD BE PRESSURE TREATED WOOD.
5. REFER TO GENERAL STRUCTURAL NOTES PAGE ON S0.0 FOR ADDITIONAL REQUIREMENTS.
FOUNDATION SCHEDULE
F-1: 2' DIA x 10'' W/ 3#4 BARS E.W. (or square)
ROOF FRAMING NOTES:
1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
2. PRE-MANUFACTURED ROOF TRUSS DESIGN IS TO BE PROVIDED BY MANUFACTURER. SEE
STRUCTURAL NOTES ON S0.0 FOR REQUIREMENTS.
3. ROOF SHEATHING SHALL BE 15/32" A.P.A. RATED PANELS. (EXPOSURE 1, SPAN RATING 32/16). NAIL
SHEATHING AT ALL FRAMED PANEL EDGES WITH 8d AT 6" O.C. AND TO ALL INTERMEDIATE FRAMING
AT 12" O.C. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS.
4. HEADERS OVER LOAD BEARING DOORS AND WINDOW OPENINGS SHALL BE MINIMUM 4x10 U.N.O.
5. PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL BEAMS U.N.O. ON PLANS. BEAR BEAM FULLY
ON BUILT UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH
SIDE OF BEAM
6. REFER TO GENERAL STRUCTURAL NOTE PAGE ON S0.0 FOR ADDITIONAL REQUIREMENTS
7. PANELS SHALL NOT BE LESS THAN 4' X 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING
WHERE MINIMUM PANEL DIMENSION SHALL BE 24".
1 1 1 1
1
1
F-1 06/10/2021
34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:13
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.bizLayout Sheet #
7 of 9
Structural
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34321 35th Ave SWFederal Way, Wa 98023253-678-8578Parcel # - 3089000088Daniel MaganaPrinted On:
5/15/2021 09:22:13
Sheet:
Elevation Job #:
21-0078Disclaimers:---These plans are exclusive property of Elevation (ELE) and may not be sold to any person or businesswithout expressed written consent of ELE. These plans are for one (1) time use only for ELE's customer -Magana, Daniel and to be built on the customer's site at 34321 35th Ave SW in Federal Way, Wa 98023.---NOTICE: DO NOT SCALE - The written dimensions on this plan supersede any scaled measurements.---Copyright notice: these plans are copyrighted and are subject to copyright protection as an "architecturalwork" under sec. 102 of the copyright act, 17 USC as amended December 1990. The protection includes butis not limited to the overall form as well as the arrangement and composition of spaces and elements ofdesign. Under such protection, any unauthorized use of these plans, the design in whole or part, can legallyresult in monetary compensation to Elevation. Written permission must be obtained and granted prior to anyuse and/or design changes to these plans.253.533.0835es@structuralworks.net2102 E Main #105 Puyallup, WA 98372PH: 866.657.4371 | elevation.bizLayout Sheet #
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S4.2 06/10/2021