City of Seattle Department of Construction and Inspections PLAN COVERSHEET … · ·...

City of Seattle

Department of Construction and Inspections

PLAN COVERSHEET | 6538556 | 142 NE 56TH ST

Energy Code:

Energy Envelope

Single Family Information

Compliance Path: Energy Credit Option #: Maximum Glazing: Unlimited:

2012 SEATTLE ENERGY CODE

PRESCRIPTIVE PATH 0 0% N

Multifamily Information

Compliance Path: Maximum Glazing: 0%

Non-Residential Information

Maximum Glazing:Compliance Path: 0%

Fenestration SHGC

Max

VT

MinU MaxComments Type

Occupancy

Group

Insulation Values Cont

R-Val

Cavity

R-ValComments

Occupancy

GroupInsulation Assembly

l EFFICIENT WATER HEATING 5B

Energy Credit OptionComments

Residential Energy Efficiency

Cooling:Heating:

Electric Heating Allowed:

AFUE Efficiency:

Residential Information

Energy Equipment

0% UNKNOWN FUEL TYPE 0%HSPF Efficiency:

Non-Residential Information Electric Heating Allowed:

Cooling:Heating:Special Requirements: Allowance

Factor

Max

BTUs

Max

Watts

Min

BTUs

Min

Watts Unit ID

Equipment Sizes

Comments

1.40 99,932 29,280 71,380 20,915 SFRl

Project InformationDescription of Work: Establish use as and construct new single family residence and detached garage, per plan

Building Code Information Land Use Conditions Drainage and Sewer Review Information

Applicant InformationCapacity: PRIMARY APPLICANT

E-Mail: [email protected]

Name: JAMES DESARNO

7314 23RD AVE NEAddress:

SEATTLE, WA 98115

(206)660-0607Phone:

Capacity: OWNER


Name: JAMES DESARNO


SEATTLE, WA 98115

(206)660-0607Phone:

Capacity: FINANCIALLY RESPONSIBLE PARTY


Name: JAMES DESARNO


SEATTLE, WA 98115

(206)660-0607Phone:

Customer Alert!Site Inspection Required Prior to First Ground Disturbance - Call (206) 684-8950 or (206) 684-8900

An SDCI site inspection is required prior to any ground disturbance related to this permit, including clearing, grubbing or

grading.

Preconstruction Conferences, When Required - Call (206) 684-8950

An SDCI preconstruction conference should be scheduled prior to beginning work. A conference is required for the following

types of work:

1. When any special inspections are indicated on the plan.

2. When land use or design review conditions are indicated on the plan.

3. When an SDCI plans examiner specifies on plans unusual or complex inspection or occupancy requirements.

Rules for Ufer Grounds - Call (206) 684-5383

If you have any questions or concerns regarding the rules (2005 NEC) for installation of ufer grounds, please contact SDCI's

Electrical Technical Backup Monday - Friday, 7:00 a.m. to 4:30 p.m.

Required SDOT Permits and Inspections

-Street Tree Inspections

Protection and/or planting/pruning/removal of street trees requires SDOT inspection and approval. Call prior to construction:

Commercial/Multifamily Zones, (206) 684-5693; Single Family Zones, (206) 684-7997.

-Street Use Permits

Call prior to construction: (206) 684-5283.

Water Service Inspection by SPU Required

All water service piping on property must be inspected prior to backfilling trench. For information and inspection, call Seattle

Public Utilities (SPU) at (206) 684-5800. For water quality backflow protection information and inspection, call SPU at (206)

684-3536.

Land Use Code InformationZoning and Districts at Intake:

ARTERIAL WITHIN 100FT SINGLE FAMILY 5000

Assessor Parcel No. : Design Review Required:

Existing Use Sq. Ft.

VACANT 0

Proposed Use Sq. Ft.

SINGLE FAM DWEL 0

Ground Disturbance:

Dwelling Units Proposed New DemolishedTotal Dwelling Units Live/Work: 0Dwelling Units Proposed New Demolished

SF DWELLING 1 0

Building Code: SDCI Building ID:

Proposed Number of Above-Grade Stories: Proposed Number of Below-Grade Stories:

Number of Mezzanines: High-Rise:

Required Emergency Systems

Pressurization System - Stairwell: Pressurization System - Elevator: Elevator - Required Accessible Egress:

Change of Occupancy? This permit requires an approved final inspection before building occupancy (no Certificate of Occupancy

required).

Floor/Area Construction Type Occupancy Group Occupancy/Use Sq. Ft.

NFPA

Sprinkler Standard

Posted

Occupancy

Main/1096 R-3 SFD Residential 0 0TYPE VB

Second/1060

R-3 SFD Residential 0 0TYPE VB

Third/728 R-3 SFD Residential 0 0TYPE VB

Garage/260 U PRIV GARAGE Residential garage 0 0TYPE VB

Special Inspections

Shop Drawings & Key AreaInspections

Permit Issuance Authorization

Pla

n T

ag

Required Shop Drawings

Review TypeKey Inspection Issues

Review Name Approval DateApproved ByADDRESSING Friday, Sep 9, 2016Michael Clowe

DRAINAGE Tuesday, Nov 1, 2016Arthur Richardson

ENERGY Tuesday, Oct 25, 2016Justin Ho

ORD STRUCT Tuesday, Sep 20, 2016Caelen Ball

ZONING Thursday, Oct 27, 2016Travis Saunders

Pro

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Pro

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Typ

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Cate

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Actio

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Prio

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Use:

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Inspection : Agency Phone:

Description:Inspection Type:

Condition ID: Category: Verification Group:

Verification By & Date:Exception / Modification & Date:

Condition:

Energy/Mechanical Code Information

Pare

nt P

erm

it:

3856904365

Y

SRC 2012 000041042

2 0

0 N

65

38

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Permit Remarks:

PASV Required: Y

PASV Performed under Project:

Land-Disturbing Activity: EXTERIOR >750 SF AND <=5000 SF

Side Sewer Conflict?

YReuse Existing Side Sewer?

Side Sewer Information

N

Drainage Information

Flow Control Type: Flow Control Standard:

Discharge Point: COMBINED STORM AND SANITARY

Treatment Standard Type: NO TREATMENT

Total Disturbed Area: 4,080 Total Area Mitigated by GSI: 31,621

New Impervious Surface: New Plus Replaced Impervious Surface: 1,004 2,282

NO CONTROL

Ground Disturbance

NEIGHBORING SING

LE

FAMILY RESIDENCE

NEIGHBORING SING

LE

FAMILY RESIDENCE

NEIGHBORING

SINGLE

FAMILY RESIDEN

CE

NEIGHBORING SING

LE

FAMILY RESIDENCE

SITE

SITE

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31

JURISDICTION APPROVAL SPACE

10/19/16

4:59:25

PM

A001

PROJECT

& SITE

INFO

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

1 of

56TH

STR

EET RE

SIDEN

CE

-DRAWING INDEX-VERSION

SHEET NAME SHEET NUMBER

NUMBER IN DISCIPLINE

NUMBER IN SET

CORRECTIONS 10-19-16

BLDG PERMIT 9-1-2016

X X PROJECT & SITE INFO A001 1 1

X X SITE PLAN & LAND USE CODE A002 2 2

X X SURVEY A003 3 3

X X CONSTRUCTION STORMWATER CONTROL PLAN A004 4 4

X X STANDARD DRAINAGE CONTROL PLAN A005 5 5

X X GENERAL NOTES A006 6 6

X X ENERGY CODE SUMMARY & STRUCTURAL NOTES A007 7 7

X X BUILDING CODE ANALYSIS A008 8 8

X X FIRST FLOOR PLANS A101 9 9

X X SECOND FLOOR PLANS A102 10 10

X X THIRD FLOOR PLANS A103 11 11

X X ROOF PLANS A104 12 12

X X GARAGE DRAWINGS A105 13 13

X X BUILDING ELEVATIONS A201 14 14

X X BUILDING SECTION A301 15 15




X X ASSEMBLIES A501 19 19

X X SCHEDULES A502 20 20

X X GENERAL STRUCTURAL NOTES S1.0 1 21

X X FOUNDATION PLAN S2.1 2 22

X X SECOND FLOOR FRAMING PLAN S2.2 3 23

X X THIRD FLOOR FRAMING PLAN S2.3 4 24

X X ROOF FRAMING PLAN S2.4 5 25

X X GARAGE ROOF FRAMING AND FDN PLAN S2.5 6 26

X X TYPICAL CONCRETE DETAILS S3.0 7 27

X X CONCRETE DETAILS S3.1 8 28

X X TYPICAL WOOD FRAMING DETAILS S4.0 9 29

X X WOOD FRAMING DETAILS S4.1 10 30

X X WOOD FRAMING DETAILS S4.2 11 31

PROJECT INFORMATIONPROPERTY ADDRESS 142 NE 156TH STREET

SEATTLE, WA 98105

TAX ASSESSOR NUMBER

3856904365

LEGAL DESCRIPTION

TOTAL AREA OF WORKTBD

SCOPE OF WORKDEMOLISH EXISTING SINGLE FAMILY RESIDENCE, CONSTRUCT NEW 3 STORY SINGLE FAMILY RESIDENCE AND DETACHED ONE CAR GARAGE

DPD PROJECT NUMBER6538556

PROJECT DIRECTORY

PROPERTY OWNER

DESIGNER

STRUCTURAL ENGINEER

GENERAL CONTRACTOR

CONTACT:

CONTACT:

CONTACT:

CONTACT:

D3 DESIGN/BUILD, LLCPO BOX 21144SEATTLE, WA 98111

JAMES DESARNOT: 206 660 0607E: [email protected]

MALSAM TSANG122 S JACKSON ST #210SEATTLE, WA 98104

IVAN TSANGT: 206-789-6038E: [email protected]

WINDWARD CONTRACTING7314 23RD AVE NESEATTLE, WA 98115


AREA OF GROUND DISTURBANCE

TBD

AREA OF IMPERVIOUS SURFACE

NEW + EXISTING = TBD S.F.

BUILDING AREAS TABLENEW INTERIOR GROSS S.F.*

GARAGE (UNCONDITIONED) = 231 SFMAIN FLOOR = 1096 SFSECOND FLOOR = 1060 SFTHIRD FLOOR = 728 SF

TOTAL (CONDITIONED) = 2884 SFTOTAL (COND. + UNCOND.) = 3115 SF

NEW EXTERIOR FOOTPRINT**

GARAGE (UNCONDITIONED) = 260 SFHOUSE = 1350 SF

TOTAL (CONDITIONED) = 1350 SFTOTAL (COND. + UNCOND.) = 1610 SF

* INTERIOR GROSS SQUARE FOOTAGE CALCULATED FROM INTERIOR FACE OF EXTERIOR WALLS**EXTERIOR FOOTPRINT CALCULATED FROM EXTERIOR FACE OF EXTERIOR WALLS

THE EAST 20 FEET OF LOT 6 AND THE WEST 20 FEET OF LOT 7, BLOCK 80, KILBOURNE'S DIVISION OF GREEN LAKE ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 54, RECORDS OF KING COUNTY WASHINGTON.

RECORDED UNDER INSTRUMENT # 2985922 DATED FEBRUARY 26, 1938, SUBJECT TO AN EASEMENT FOR DRIVEWAY OVER AN ACROSS THE EAST 3 FEET OF THE WEST 20 FEET OF LOT 7 AND TOGETHER WITH AN EASEMENT OVER AND ACROSS THE WEST 6 FEET OF THE EAST 10 FEET OF LOT 7.

2 3D VIEW LOOKING NORTHEAST

PROPERTY

INCLUDING EXISTING NEIGHBORING HOUSES 3 3D VIEW LOOKING SOUTHWESTINCLUDING EXISTING NEIGHBORING HOUSES

PROPERTY

NOT TO 1 VICINITY MAP/BLOCK MAP

NE 56TH

D3 DESIGN/BUILD, LLCPO BOX 21144SEATTLE, WA 98111


1

Subject to Errors and Omissions APPROVED

THE CITY OF SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS

11-02-16

BSBL

PL

BSBL

PL

N 01°42'51" E 101.96'

NEIGHBORING SINGLE

FAMILY RESIDENCE

NEIGHBORING SINGLE

FAMILY RESIDENCE

DRIVEWAY EASEMENT

DRIVEWAY EASEMENT

3.0' 6.0'

20.4'

5.0'5.0'

20.0'

(E) HOUSE TO BE

DEMOLISHED

NEW 3 STORY SINGLE FAMILY RESIDENCE1350 SF FOOTPRINT

NEW GARAGE260 SF FOOTPRINT

(E) LOW RETAINING WALL

(E) CONC. DRIVE

N 01°42'51" E 101.97'

N 88°17'34" W 40'

N 88°17'23" W 40'

NEW PERMEABLE PAVING

NEW PERMEABLE

PAVING

REPLACED

CONC. STAIR

REPLACED 3' CONC. RETAINING WALL

16.6'

35.3'

5.3'

1.4'

29'

46.5'

46.5'

29'

NE 56TH STREET40' WIDE CONCRETE

COMBINED SEWER OVERFLOWCOINCIDENT W/ C.L. OF STREET

SS

SS

SS

SS

SS

REPLACED LOW

RETAINING WALL

6' CONC. SIDEWALK

6" CONC. CURB (E) CURB CUT

SS

30.0' WIDE R.O.W.

300'

301'

302'

303'

304'

305'

306'

305'

304'

303'

302'

301'

300'

299'

13'

13'

20'

20'

BSBL

BSBL

P.E.

NEW DECK

*304'

*305.9'

*306'

*304.9'

RAIN GARDEN

4" ACER PALMATUM

4" ACER PALMATUM

4" ACER PALMATUM

10' - 0"

MAINTAIN 10' WIDTH FOR DRIVEWAY, OFFSET FROM NEIGHBOR'S EXISTING RETAINING WALL.

NEW CURB CUT TO MATCH NEW 10' WIDE DRIVEWAY

3' +/-

1

1

PROPERTY

*100.0'

ELEMENTS TO BE

SITE PLAN

x" TREE

PRIMARY

DIAMETER OF TRUNK @ 4.5' ABOVE

TREE

TREE CANOPY

BUILDING SETBACK BOUNDARY

SITE PLAN

1. SQUARE FOOTAGES REFER TO BUILDING FOOTPRINT2. NO EXISTING TREES ON SITE3. SITE PLAN DIMENSIONS ARE TO FINISHED FACE OF WALL

EXISTING SIDE

MIDPOINT ELEVATION OF BUILDING FACADE

SS

P.E

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

4:59:31

PM

A002

SITE

PLA

N &

LAND USE CODE

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

2 of

56TH

STR

EET RE

SIDEN

CE

1/8" = 1'-0"1 BASIC SITE PLAN 0 8' 16'4'8' 16' 32'

THE EAST 20 FEET OF LOT 6 AND THE WEST 20 FEET OF LOT 7, BLOCK 80, KILBOURNE'S DIVISION OF GREEN LAKE ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 54, RECORDS OF KING COUNTY WASHINGTON.

RECORDED UNDER INSTRUMENT # 2985922 DATED FEBRUARY 26, 1938, SUBJECT TO AN EASEMENT FOR DRIVEWAY OVER AN ACROSS THE EAST 3 FEET OF THE WEST 20 FEET OF LOT 7 AND TOGETHER WITH AN EASEMENT OVER AND ACROSS THE WEST 6 FEET OF THE EAST 10 FEET OF LOT 7.

PROPERTY ADDRESS:

LEGAL DESCRIPTION:

SCOPE OF WORK: DEMOLISH EXISTING SINGLE FAMILY RESIDENCE. CONSTRUCT NEW 3 STORY SINGLE FAMILY RESIDENCE AND DETACHED ONE CAR GARAGE.

PARCEL NUMBER: 3856904365

DPD PROJECT NUMBER:6538556

TOTAL AREA OF WORK:APPROX. 3700 SF

AREA OF GROUND DISTURBANCE:APPROX. 1800 SF

LOT AREA:4079 SF

142 NE 56TH STREET

ENVIRONMENTALLY CRITICAL AREA (ECA):NONE

PROJECT INFORMATION

MAXIMUM PERMITTED HEIGHT FOR ANY STRUCTURE -30 FTPROPOSED STRUCTURE HEIGHT -30 FT

FORMULA 1 PER DIRECTOR'S RULE 4-2012

AVG. GRADE = (MIDPOINT GRADE ELEVATIONS x RECTANGLE SIDE LENGTHS) (TOTAL LENGTH OF RECTANGLE SIDES)

STRUCTURE HEIGHT LIMITS PER

SEATTLE LAND USE CODE ZONING: SF 5000

LOT AREA: 4,079 SF

MAXIMUM LOT COVERAGE PER SMC 23.44.010 TABLE B

MAXIMUM LOT COVERAGE APPLIES TO PRINCIPAL AND ACCESSORY STRUCTURES.

FOR LOTS LESS THAN 5,000 SQUARE FEET (SF)1000 SF PLUS-15% OF LOT AREA

LOT AREA -4,079 SF1000 SQ.FT. PLUS 15% OF LOT AREA -1,612 SFPROPOSED COVERAGE -1,610 SF

BALCONIES, BAY WINDOWS, AND ARCHITECTURAL PROJECTIONS MUST BE INCLUDED IN CALCULATING THE FOOTPRINT EVEN THOUGH THEY DO NOT ACTUALLY TOUCH THE GROUND. DECKS LESS THAN 36 INCHES ABOVE GRADE AND THE FIRST 36 INCHES OF EAVES AND GUTTERS ARE EXEMPTED FROM THIS CALCULATION.

PERMITTED BUILDING HEIGHT CALC*

ELEVATIONMIDPOINT GRADE

ELEVATIONRECTANGLE SIDE

LENGTH G x L

NORTH 305.9' 29' 8871.1

EAST 306' 46.5' 14229

WEST 304.9 46.5' 14177.85

SOUTH 304 29' 8816

TOTALS N/A 151' 46094

FRONT YARD:

THE FRONT YARD DEPTH SHALL BE EITHER THE AVERAGE OF THE FRONT YARDS OF THE SINGLE-FAMILY STRUCTURES ON EITHER SIDE OR 20 FEET, WHICHEVER IS LESS.

ACTUAL FRONT YARD = 20 FEET

REAR YARD:

THE MINIMUM REQUIRED REAR YARD FOR A LOT HAVING A DEPTH LESS THAN 125 FEET SHALL BE 20% OF THE LOT DEPTH, BUT NOT LESS THAN 10 FEET.

LOT DEPTH: 102'20% OF LOT DEPTH: 20.4'

SIDE YARD:

THE SIDE YARD SHALL BE AT LEAST 5 FEET.

REQUIRED YARDS PER 23.44.014 & EXCEPTIONS TO REQUIRED YARDS PER 23.44.014.D.4.c

AVG. GRADE: 305' - 3" FT ABOVE SEA LEVEL

MAXIMUM PERMITTED HEIGHT: 335' - 3" FT ABOVE SEA LEVEL

PROPOSED HEIGHT: 335' - 3" FT ABOVE SEA LEVEL

PARKING REQUIREMENT PER TABLE 23.54.015.B AND SIZE PER 23.54.030

PER USE ROW K., ONE (1) MEDIUM SIZED PARKING SPACE IS REQUIRED FOR EACH SINGLE-FAMILY DWELLING UNIT, MEASURING 8 FT. BY 16 FT.

* ELEVATION DATA DERIVED FROM SURVEY ON SHEET A003.

SEE BUILDING HEIGHT CALC & BUILDING HEIGHT DIAGRAM FOR GRAPHIC INTERPRETATION

TREE PRESERVATION/PLANTING PER 23.44.008.I

FOR LOTS OVER 3,000 SF, AT LEAST 2 CALIPER INCHES OF TREE PER 1,000 SF OF LOT AREA MUST BE EITHER PRESERVED AND/OR PLANTED.

LOT SIZE = 4,079 SFREQ'D. TREES PRESERVED/PLANTED = 8.2 CALIPER INCHES

1

1

1



11-02-16

TO

PO

GR

APH

IC

& BO

UN

DAR

Y SU

RVEY

TOPOGRAPHIC & BOUNDARY SURVEY

BASIS OF BEARINGS

LEGAL DESCRIPTION

VERTICAL DATUM

SURVEYOR'S NOTES

LEGEND

VICINITY MAP

N.T.S.

REFERENCES

D3 D

ESIG

N/BU

ILD

, LLC

SUBJECT TO AN EASEMENT FOR DRIVEWAY OVER AND ACROSS THE E. 3 FT OF THE W. 20 FT OF LOT 7 AND TOGETHER WITH AN EASEMENT OVER AND ACROSS THE W. 6 FT OF THE E. 10 FT OF LOT 7.

FOR REFERENCE ONLY

142 NE 56TH

653855

PL

PLN 01°42'51" E 101.96'

NEIGHBORING SINGLE FAMILY RESIDENCE


DRIVEWAY EASEMENT

DRIVEWAY EASEMENT

DRIVEWAY EASEMENT

DRIVEWAY EASEMENT

(E) HOUSE TO BE DEMOLISHED

(E) LOW RETAINING WALL

(E) CONC. DRIVEN 01°42'51" E 101.97'

N 88°17'34" W 40'

N 88°17'23" W 40'

NEW

PERMEABLE

PAVING

NEW PERMEABLE PAVING

REPLACED CONC. STAIR

REPLACED 3'

CONC.

RETAINING WALL

29'

46.5'

46.5'

29'

NE 56TH STREET

40' WIDE CONCRETE

SSSSSS

SS

SS

REPLACED LOW RETAINING WALL

6' CONC. SIDEWALK

6" CONC. CURB

(E) CURB CUT

SS

300'

301'302'

303'

304'

305'

306'

305'

304'

303'

302' 301' 300'

299'

13'

13'20'

20'

BSBL

NEW DECK

SASA SA

POINT OF DISCHARGE - EXISTING SIDE SEWER, VERIFY DIAMETER AND MATERIAL

CONSTRUCTION ENTRANGE -EXISTING CONC. DRIVEWAY

SA

CONNECTION TO SIDE SEWER

1

SP

TEMPORARY STOCKPILE EXCAVATED SOIL AS NEEDED, PER SPECIFICATIONS OF THE

STANDARD DETAIL ON THIS SHEET

1 XX

XX

XFF

FF

1



11-02-16

TEMPLATE VERSION:2016-01-15

CIT

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F S

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LE

4" MIN.(SUMP)

AA

STANDARD

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RUCT

ION

AND

INSP

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ONS

DWCSHEET Address:

Project Number:

DATE: 00/00/0000

SECTION III: ON-SITE STORMWATER MANAGEMENT STANDARD DETAILS

SECTION VI: DRAINAGE AND WASTEWATER CONTROL PLAN

SECTION I: DRAINAGE & WASTEWATER CONTROL PLAN REQUIREMENTS

SECTION II: SITE AND DRAINAGE CONTROL SUMMARY SHEET

SECTION V: ON-SITE STORMWATER MANAGEMENT PLANTINGS

SECTION IV: SIDE SEWER AND DRAINAGE PERMIT NOTES

DWCPLAN

COMPLETE THE ELECTRONIC ON-SITE STORMWATER MANAGEMENT CALCULATOR AND INSERT THE SITE AND DRAINAGE CONTROL SUMMARY SHEET BELOW.THE ELECTRONIC DOCUMENT IS AVAILABLE ON THE DPD STORMWATER CODE WEBSITE.http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm

COMPLETE THE FOLLOWING CALCULATOR TO DETERMINE THE MINIMUM NUMBER OF PLANTINGS

REQUIRED.

FACILITY TYPE FACILITY SIZE

MULTIPLICATION FACTOR

TOTAL NUMBER

OF PLANTS

(ROUND UP)

SMALL TREES (IF USED)

BIORETENTION CELLS AND RAIN GARDENS

SF X0.012

= EA

SHRUBS SF X0.028

= EA

GROUNDCOVER /

HERBACEOUS PLANTS SF X0.084

= EA

BIORETENTION PLANTERS

SMALL TREES (IF USED) SF X = EA

SHRUBS BOTTOM SF X = EA

GROUNDCOVER /

HERBACEOUS PLANTS SF X = EA

0.012

0.028

0.084

BOTTOM

BOTTOM

VEGETATED ROOFS

GROUNDCOVER /

HERBACEOUS PLANTS SF X = EA0.088

FOOTPRINT

1. A SEPARATE DRAINAGE AND SIDE SEWER PERMIT IS REQUIRED FOR ALL ONSITEDRAINAGE ELEMENTS AND SIDE SEWERS/SERVICE DRAINS. APPROVAL OF THIS PLAN ISREQUIRED PRIOR TO OBTAINING A DRAINAGE AND SIDE SEWER PERMIT.

2. RE-USE OF EXISTING SIDE SEWERS WHEN THERE WILL BE AN INCREASE IN LIVING UNITSREQUIRES THE EVALUATION AND CERTIFICATION (PE EVAL/CERT) OF THE EXISTING SIDESEWER BY A PROFESSIONAL ENGINEER PRIOR TO FINALIZING THE SIDE SEWER ANDDRAINAGE PERMIT. IN MOST CASES, THE SIDE SEWER MUST BE LINED ALL THE WAY TOTHE MAIN. SEE DIRECTORS RULE 4-2011V.M AND SMC 21.16.240.

3. A COMPLETED MEMORANDUM OF DRAINAGE CONTROL (MDC) SIGNED BY THE OWNERMUST BE SUBMITTED AT THE TIME OF SIDE SEWER PERMIT APPLICATION.

4. ALL OTHER REQUIRED DOCUMENTS ASSOCIATED WITH THE SIDE SEWER, INCLUDING, BUTNOT LIMITED TO, SIDE SEWER EASEMENT AGREEMENTS, JOINT USE AND MAINTENANCEAGREEMENTS, CERTIFICATION AND ATTESTATION OF MAILING NOTIFICATION FORMS ANDRECEIPTS OF MAILING, MUST BE COMPLETED AND SUBMITTED WITH THE SIDE SEWERAPPLICATION.

SEE SECTION I ON THIS SHEET FOR PLAN REQUIREMENTS.

THE DETAILS SHOWN IN THIS SECTION ARE A SELECTION OF COMMONLY USED ON-SITE STORMWATER MANAGEMENT BMPs. SEE THE CITY OF SEATTLE STORMWATER MANUAL, VOLUME 3, CHAPTER 5 (DIRECTOR'S RULE DPD 21-2016/SPU DWW-200)

FOR ADDITIONAL ON-SITE STORMWATER MANAGEMENT BMPs AND AND ADDITIONAL REQUIREMENTS FOR ALL BMPs.

SHOW THE FOLLOWING ELEMENTS IN THE PLAN VIEW OF THIS DRAINAGE ANDWASTEWATER CONTROL PLAN

GENERAL PLAN REQUIREMENTS: ADDRESS AND PERMIT NUMBER OF PROJECT. NORTH ARROW. IDENTIFICATION OF THE DRAWING'S SCALE. PROPERTY LINES AND DIMENSIONS IDENTIFICATION OF ADJACENT STREETS (BY NAME), ALLEYS OR OTHER

ADJACENT PUBLIC PROPERTY. CURBS AND SIDEWALKS AND STREET TREES: TYPE, LOCATION,

DIMENSIONS. STREET AND ALLEY IMPROVEMENT TYPE (ASPHALT, CONCRETE, GRAVEL,

ETC.). CREEKS, STREAMS, SHORELINES OR ANY ECA AREAS, PER TIP 103B, IF

THEY EXIST ON THE SITE. LOCATION AND DIMENSIONS OF ALL DRIVEWAYS, PARKING AREAS, AND

OTHER PAVED AREAS (EXISTING AND PROPOSED). LOCATION, SIZE AND SHAPE OF ANY STRUCTURES PRESENTLY ON THE

SITE AND OF THOSE PROPOSED FOR CONSTRUCTION; INCLUDINGBUILDINGS, RETAINING WALLS, PATIOS, DECKS, PORCHES, ANDROCKERIES (EXISTING AND PROPOSED).

LOCATION, SIZE AND MATERIAL OF PAVING AND OTHER HARDSCAPESURFACES INCLUDING DRIVEWAYS, WALKWAYS, PATIOS, PARKING AREAS,GRAVEL SURFACES, ETC. (EXISTING AND PROPOSED)

SHOW SPECIFIC LOCATION, SIZE AND SPECIES OF ALL TREES AT LEAST6 INCHES IN DIAMETER MEASURED 4

1_

2 FEET ABOVE THE GROUND.

AREAS NOT TO BE DISTURBED BY CONSTRUCTION MUST BE INDICATED. EXISTING AND PROPOSED GROUND ELEVATIONS AND CONTOUR LINES WITH

LABELED CONTOUR INTERVALS WHERE EARTH GRADING IS PROPOSED. IDENTIFY TOP AND BOTTOM OF SLOPES AND SHOW DIMENSIONS FROM SLOPE

TOP/BOTTOM TO THE BUILDING(S). IDENTIFY DRAINAGE DITCHES, NATURAL WATERCOURSES, AND CULVERTS. EXISTING AND PROPOSED SEWER MAINS (SANITARY ONLY {PSS} AND/OR

COMBINED SEWERS {PS}). EXISTING AND PROPOSED STORM DRAINS {PSD} AND CATCH BASINS. EXISTING AND PROPOSED WATER MAINS, FIRE HYDRANTS AND WATER METERS. OTHER EXISTING AND PROPOSED UTILITIES: POWER POLES, STREET LIGHTS,

SIGNAL AND TRANSIT POLES, BUS ZONES, STREET SIGNS, ELECTRICALDUCTS AND VAULTS, ELECTRICAL CONDUITS, MANHOLES, DITCHES,CULVERTS, ETC.

EXISTING AND PROPOSED SIDE SEWERS. SEE BELOW FOR FURTHERINSTRUCTIONS.

ALL PROPOSED DRAINAGE FEATURES INCLUDING ON-SITE STORMWATERMANAGEMENT FACILITIES, FLOW CONTROL FACILITIES, WATER QUALITYFACILITIES AND COLLECTION AND CONVEYANCE FACILITIES. SEE BELOWFOR FURTHER INSTRUCTIONS.

ON-SITE STORMWATER MANAGEMENT PLAN REQUIREMENTS: IDENTIFY EACH HARD SURFACE (NUMBERED TO MATCH THE ON-SITE

STORMWATER MANAGEMENT CALCULATOR). IDENTIFY LOCATION AND SQUARE FOOTAGE OF CONTRIBUTING AREAS TO

EACH ON-SITE STORMWATER MANAGEMENT FACILITY/BMP. IDENTIFY AND PROVIDE DIMENSIONS FOR ALL ON-SITE STORMWATER

MANAGEMENT FACILITIES/BMPs: INFILTRATION TRENCHES AND DRYWELLS : LOCATIONS, DEPTH, WIDTH,

SLOTTED UNDERDRAIN/OVERFLOW PIPE LOCATION AND SIZE, ANDCONTRIBUTING AREA SQUARE FOOTAGE.

BIORETENTION CELLS, PLANTERS, AND RAIN GARDENS : LOCATIONSOF TOP AND BOTTOM OF CELL, SQUARE FOOTAGE OF BOTTOMAREA, PONDING DEPTH, FREEBOARD DEPTH, DEPTH OFBIORETENTION SOIL, AND CONTRIBUTING AREA SQUARE FOOTAGE.

PERMEABLE PAVEMENT : LOCATION, TOTAL SQUARE FOOTAGE, TYPEOF PAVEMENT, SLOPE, DEPTH OF AGGREGATE RESERVOIR, SLOTTEDUNDERDRAIN/OVERFLOW PIPE LOCATION AND SIZE, ANDCONTRIBUTING AREA SQUARE FOOTAGE IF USED AS A PERMEABLEPAVEMENT FACILITY.

DISPERSION: FLOW PATH DIMENSIONS, SETBACK DIMENSIONS,SPLASH BLOCKS/ENERGY DISSIPATER SIZE AND LOCATION, TRENCHDIMENSIONS, AND CONTRIBUTING AREA SQUARE FOOTAGE.

VEGETATED ROOFS: LOCATIONS AND SQUARE FOOTAGE. CISTERNS: LOCATIONS, CONTRIBUTING ROOF AREAS, DISCHARGE

LOCATIONS AND USE. TREES: SPECIES AND LOCATIONS OF NEWLY PLANTED AND EXISTING

TREES USED FOR ON-SITE STORMWATER MANAGEMENT. PERFORATED STUB-OUT CONNECTIONS : PRE-SETTLING (CATCH

BASINS) TYPE AND LOCATIONS, TRENCH DIMENSIONS, ANDCONTRIBUTING AREA SQUARE FOOTAGE.

SETBACK DIMENSIONS: DIMENSIONS FROM ON-SITE STORMWATERMANAGEMENT FACILITIES/BMPs THAT REQUIRE HORIZONTAL SETBACKSTO BUILDINGS, PROPERTY LINES, SLOPES, ETC. (E.G. INFILTRATINGFACILITIES, DISPERSION FACILITIES, ETC.)

GENERAL DRAINAGE FEATURES PLAN REQUIREMENTS: DRAIN LINES FROM COLLECTION POINTS TO POINT OF CONNECTION TO

PUBLIC STORM FACILITIES OR OUTFALLS. MAINTENANCE HOLES, CLEANOUTS, DOWNSPOUTS, CATCH BASINS, AND

AREA DRAINS. DRAINAGE PUMP SYSTEMS INCLUDING PUMP AND SUMP/WET WELL

LOCATION, FORCE MAIN/PUMP LINES, AND DISCHARGE LOCATION FOOTING DRAINS AND CONNECTIONS TO ON-SITE CATCH BASINS. FLOW CONTROL AND FACILITY LOCATIONS, DIMENSIONS AND DETAILS. WATER QUALITY FACILITY LOCATIONS, DIMENSIONS AND DETAILS.

SANITARY SIDE SEWER FEATURES PLAN REQUIREMENTS: NEW SIDE SEWERS FROM THE STRUCTURE TO ITS POINT OF

CONNECTION WITH AN EXISTING SIDE SEWER OR THE PUBLIC MAINSEWER IN THE STREET, WHICHEVER IS APPLICABLE.

ALL PUMP SYSTEMS INCLUDING PUMP AND SUMP/WET WELL LOCATION,FORCE MAIN/PUMP LINES, AND DISCHARGE LOCATION.

PLANTING GENERAL NOTES

1. FOR A LIST OF APPROVED PLANS, SEE THE SEATTLE GREEN FACTOR LISThttp://www.seattle.gov/dpd/cms/groups/pan/@pan/documents/web_informational/dpds021347.pdf

2. VEGETATION COVERAGE OF SELECTED PLANS MUST ACHIEVE 90-PERCENT COVERAGEWITHIN 2 YEARS OR ADDITIONAL PLANTINGS SHALL BE PROVIDED.

3. PLANTS SHALL BE SITED ACCORDING TO SUN, SOIL, WIND AND MOISTURE REQUIREMENTS.4. AT A MINIMUM, PROVISIONS MUST BE MADE FOR SUPPLEMENTAL IRRIGATION DURING THE

FIRST TWO GROWING SEASONS.

BIORETENTION CELLS, PLANTERS AND RAIN GARDEN NOTES1. PROVIDE A MINIMUM OF THREE DIFFERENT SPECIES OF SHRUBS AND HERBACEOUS

PLANTS IN EACH FACILITY.

VEGETATED ROOF NOTES1. APPROPRIATE PLANTS INCLUDE SUCCULENTS, GRASSES, HERBS, AND WILDFLOWERS THAT

ARE ADAPTED TO HARSH CONDITIONS. PLANTS MAY BE INSTALLED AS PRE-GROWN

MATS, INDIVIDUAL PLUGS, CUTTINGS, OR SPREAD AS SEEDS.2. A LANDSCAPE MANAGEMENT PLAN SHALL BE DEVELOPED AND IMPLEMENTED.

BOTTOMAND SIDES

BOTTOMAND SIDES

BOTTOM

AND SIDES

STAN

DARD

DRA

INAG

E A

ND W

ASTE

WAT

ER C

ONTR

OL (

DWC)

PLA

N

PERMEABLE PAVEMENT SURFACE

PERMEABLE PAVEMENT FACILITY

BIORETENTION PLANTER (NON-INFILTRATING)INFILTRATING BIORETENTION CELL - SLOPED SIDES

INFILTRATING BIORETENTION CELL - VERTICAL SIDES

SINGLE-FAMILY DETENTION CISTERN

RAIN GARDEN

PERFORATED STUB-OUT CONNECTION

NORTH ARROW

ONE SQUARE = ONE FOOT (1"=5')

ONE SQUARE = TWO FEET (1"=10')

ONE SQUARE = FOUR FEET (1"=20')

CHECK SCALE USED:

PERMEABLE WEARING

COURSE (PAVER, ASPHALT

OR CONCRETE)

CLEAR CRUSHED AGGREGATE

LEVELING COURSE PER

MANUFACTURER'S RECOMMENDATIONS

(IF REQUIRED FOR PROPRIETARY

PRODUCTS)

3" AGGREGATE SUBBASE

AGGREGATE RESERVOIR

CELL TOP WIDTH

18" MINBOTTOMWIDTH

SLOPE

VARIES

(2.5H :

1V MAX

)

2"-3" MULCH LAYER

12" MIN BIORETENTION SOIL

(18" MIN IF USING FOR

WATER QUALITY)

NATIVE SOIL

BERM

(IF NEEDED)4" MIN SLOTTED UNDERDRAIN

OVERFLOW PIPE 4"

DIA. MIN

SLOTTED OVERFLOW PIPE

TO APPROVED DISCHARGE

POINT 4" DIA MIN

6" MIN COVER FROM THE

TOP OF THE WEARING

COURSE TO THE TOP OF

THE OVERFLOW PIPE

6"-12" (6" MIN PONDING

DEPTH FROM THE BOTTOM

OF THE OVERFLOW PIPE

TO THE FACILITY BOTTOM)

DOWNSPOUT

W/ SPLASH

BLOCK OR

ROCK PAD2", 4", OR 6" MINFREEBOARD. SEE NOTE 6

12" MIN/MAX PONDING DEPTH


18" MIN AGGREGATERESERVOIR

2' MIN BOTTOM WIDTH

2"-3" MULCH LAYER

NATIVE SOIL

WITH 2' MAX RETAINING WALLS

2" TO 3" MULCH LAYER

OVERFLOW PIPE

4" DIA MIN

OVERFLOW PIPE TO APPROVED

DISCHARGE POINT 4" DIA MIN

SCARIFY SUBGRADE 4" MIN

OVERFLOW PIPE TO APPROVED

DISCHARGE POINT 4" DIA MIN

NOTES:1. PERMEABLE PAVEMENT SURFACE AREA DIMENSIONS AND PAVEMENT SLOPE MUST BE SHOWN ON

DRAINAGE CONTROL PLAN.2. AGGREGATE SUBBASE SHALL BE CLEAN, CRUSHED GRAVEL OR CRUSHED ROCK - TYPE 22 OR 24 FOR

WALKWAYS AND TYPE 13 FOR VEHICULAR APPLICATIONS.3. THE SUBGRADE SLOPE MUST BE LESS THAN 6% SLOPE TO BE USED FOR ON-SITE STORMWATER

MANAGEMENT.4. PERMEABLE PAVEMENT SURFACES DO NOT REQUIRE THE SETBACKS FOR INFILTRATING FACILITIES.5. SEE THE SEATTLE STORMWATER MANUAL VOLUME 3, SECTION 5.6.2, FOR ADDITIONAL REQUIREMENTS.

NOTES:1. PERMEABLE PAVEMENT SURFACE FACILITY DIMENSIONS AND PAVEMENT SLOPE MUST BE SHOWN ON

DRAINAGE CONTROL PLAN.2. AGGREGATE SUBBASE SHALL BE CLEAN, CRUSHED GRAVEL OR CRUSHED ROCK - TYPE 22 OR 24 FOR

WALKWAYS AND TYPE 13 FOR VEHICULAR APPLICATIONS.3. CHECK DAMS SHALL BE INSTALLED TO ENSURE THE DESIGN PONDING DEPTH IN THE STORAGE RESERVOIR

IF THE SUBGRADE SLOPE IS GREATER THAN 1%.4. PERMEABLE PAVEMENT FACILITIES MUST MEET THE SETBACK REQUIREMENTS FOR INFILTRATING FACILITIES

(E.G. 5' FROM BUILDINGS W/O BASEMENT, 10' FROM BUILDINGS W/ BASEMENTS, 5' FROM PROPERTY LINESEXCEPT ABUTTING R.O.W, 10' FROM OTHER INFILTRATION FACILITIES, ETC. PER SEATTLE STORMWATERMANUAL VOLUME 3, SECTION 3.2)

5. SEE THE SEATTLE STORMWATER MANUAL VOLUME 3, SECTION 5.4.6, FOR ADDITIONAL REQUIREMENTS.

PPS

PPF BC

BC BP

NOTES:1. BOTTOM AND TOP CELL DIMENSIONS MUST BE SHOWN ON DRAINAGE CONTROL PLAN.2. PONDING DEPTH AND FREEBOARD SHALL BE NOTED ON THE DRAINAGE CONTROL PLAN.3. THE MINIMUM PONDING DEPTH MAY BE REDUCED TO 2" IF CONTINUOUS STORMWATER MODELING IS USED.4. FLOWS MUST ENTER THE CELL ABOVE THE MULCH LAYER. PROVIDE ENERGY DISSIPATION SUCH AS A SPLASH

BLOCK OR ROCK PAD.5. SEE THE SEATTLE STORMWATER MANUAL VOL. 3, SECTION 5.4.4, FOR ADDITIONAL REQUIREMENTS.

NOTES:1. BOTTOM AND TOP CELL DIMENSIONS MUST BE SHOWN ON DRAINAGE CONTROL PLAN.2. PONDING DEPTH AND FREEBOARD SHALL BE NOTED ON THE DRAINAGE CONTROL PLAN.3. FLOWS MUST ENTER THE CELL ABOVE THE MULCH LAYER. PROVIDE ENERGY DISSIPATION SUCH AS A SPLASH

BLOCK OR ROCK PAD.4. MINIMUM FREEBOARD SHALL BE 2 INCHES FOR CONTRIBUTING DRAINAGE AREAS LESS THAN 3,000 SF, 4 INCHES

FOR AREAS 3,000 SF TO 5,000 SF AND 6 INCHES FOR AREAS GREATER THAN 5,000 SF. FREEBOARD SHALL BENOTED ON THE DRAINAGE CONTROL PLAN.

5. SEE THE SEATTLE STORMWATER MANUAL VOL. 3, SECTION 5.4.4, FOR ADDITIONAL REQUIREMENTS.

NOTES:1. BIORETENTION PLANTER AREA DIMENSIONS MUST BE SHOWN ON DRAINAGE CONTROL PLAN.2. AGGREGATE RESERVOIR SHALL BE TYPE 26 MINERAL AGGREGATE (WASHED SANDY GRAVEL / FILTER MATERIAL).3. PLANTER SHALL BE A MINIMUM WIDTH OF 2 FEET.4. SLOTTED DRAIN PIPE SHALL RUN THE LENGTH OF THE PLANTER.5. MINIMUM FREEBOARD SHALL BE 2 INCHES FOR CONTRIBUTING DRAINAGE AREAS LESS THAN 3,000 SF, 4 INCHES FOR

AREAS 3,000 SF TO 5,000 SF AND 6 INCHES FOR AREAS GREATER THAN 5,000 SF. FREEBOARD SHALL BE NOTED ON THEDRAINAGE CONTROL PLAN.

6. SEE THE SEATTLE STORMWATER MANUAL VOL. 3, SECTION 5.8.2, FOR ADDITIONAL REQUIREMENTS.

CLEANOUT

CONCRETE WALLS OR ROCKERY

FACILITY BOTTOM: SCARIFY

SUBGRADE 4" MIN

6" MIN OR 12" MAX

PONDING DEPTH. SEE NOTE

3.


(18" MIN IF USING FOR

WATER QUALITY)

2", 4", OR 6" MINFREEBOARD. SEENOTE 5

2", 4", OR 6" MIN FREEBOARD.SEE NOTE 5 IN DETAIL ABOVE.

TRENCH SECTION A-A

PLAN

3/4"-1 1/2"WASHED ROCK ORTYPE 4 AGGREGATE

TRENCH WITH LEVEL BOTTOMAND LEVEL PERFORATED ORSLOTTED PIPE (SEE NOTE 1)

PRIVATE CATCH BASINOR YARD DRAIN WITH 2'MIN SUMP

DOWNSPOUTROOF

GEOTEXTILE

COMPACTEDBACKFILL

TO DRAINAGE SYSTEM

PRIVATE CATCH BASINWITH 2' MIN SUMP

FLOW

DETENTION DEPTH3' MINIMUM(LABEL ON PLAN)

ROOF DOWNSPOUT

INLET WITH DEBRISEXCLUDER/SCREEN

OVERFLOW PIPE

0.25" DIAMETER FLOW CONTROLORIFICE(REMOVABLE FORMAINTENANCE)

CISTERN

4" MIN.(SUMP)

VALVE (NORMALLYOPEN OCTOBER TOAPRIL TO ALLOWFLOW THROUGHORIFICE DURINGWET MONTHS ANDAND CLOSED FROMMAY TOSEPTEMBER TORETAIN WATER FORIRRIGATION USE)

FAUCET FOR OUTDOORRAINWATER USE

DC

NOTES:1. OVERFLOW PIPE CAN BE INTERIOR OR EXTERIOR TO CISTERN.2. SEE THE SEATTLE STORMWATER MANUAL VOLUME 3, SECTION 5.5.2 FOR ADDITIONAL

REQUIREMENTS.

DIAMETER(LABEL ONPLAN)HOUSE

OVERFLOW PIPE

TO APPROVED

DISCHARGE POINT

2-3" DEPTH OF COMPOSTEDMATERIAL IN PONDING AREA

2-3" DEPTH ARBORISTWOODCHIP MULCH

COMPOST AMENDED OR12" MIN. BIORETENTION SOIL

BOTTOM OF FACILITY. SCARIFYSUBGRADE 4" MIN. BEFORE

BIORETENTION SOIL INSTALLATION

2" OR 4" MINFREEBOARD - SEENOTE 3

6" MAX. AVERAGEPONDING DEPTH

OVERFLOW PIPE

4" DIA MIN

TO APPROVEDPOINT OF

DISCHARGE

2.5:1 MAX

RG

PSO

NOTES:1. TRENCH AND PERFORATED PIPE SHALL BE 10' LONG MIN AND SHALL BE 10' LONG FOR EVERY

5,000 SF OF ROOF AREA.2. SEE THE SEATTLE STORMWATER MANUAL VOLUME 3, SECTION 5.4.7, FOR ADDITIONAL

REQUIREMENTS.3. THIS DETAIL IS NOT INTENDED FOR DISPERSION TRENCHES.

6" MIN2-45° BENDS WYE

TOP CELL WIDTH

PONDING AREA WIDTH

BOTTOM CELL WIDTH

12" MIN. (AVERAGE)

4" MIN. PERFORATEDOR SLOTTED PIPE (LEVEL IN TRENCH)

NOTES:1. BOTTOM AND TOP CELL DIMENSIONS MUST BE SHOWN ON DRAINAGE CONTROL PLAN.2. PONDING DEPTH AND FREEBOARD SHALL BE NOTED ON THE DRAINAGE CONTROL PLAN.3. MINIMUM FREEBOARD SHALL BE 2 INCHES FOR CONTRIBUTING DRAINAGE AREAS LESS THAN 3,000 SF AND 4 INCHES

FOR AREAS 3,000 SF TO 5,000 SF. NOTE THE FREEBOARD ON THE DRAINAGE CONTROL PLAN.4. FLOWS MUST ENTER THE CELL ABOVE THE MULCH LAYER. PROVIDE ENERGY DISSIPATION SUCH AS A SPLASH BLOCK

OR ROCK PAD.5. SEE THE SEATTLE STORMWATER MANUAL VOL. 3, SECTION 5.4.5, FOR ADDITIONAL REQUIREMENTS.

OVERFLOW

PIPE TO

APPROVED

DISCHARGE

POINT -

4" DIA MIN

FLOW ENTRANCE

PIPE SEE NOTE 3

FLOW ENTRANCE

PIPE SEE NOTE 4

FLOW ENTRANCE

PIPE SEE NOTE 4

18" MIN

6" MIN

8" MIN

24" MIN.

CLEAR CRUSHED AGGREGATE

LEVELING COURSE PER

MANUFACTURER'S RECOMMENDATIONS

(IF REQUIRED FOR PROPRIETARY

PRODUCTS)

PERMEABLE WEARING

COURSE (PAVER, ASPHALT

OR CONCRETE)

SCARIFY SUBGRADE 4" MIN

HORIZONTALSETBACK FORINFILTRATINGFACILITIES.SEE SEATTLESTORMWATERMANUAL VOL3, SECTION 3.2

MIN HORIZONTALSETBACKS FORINFILTRATINGFACILITIES PERSEATTLESTORMWATERMANUAL VOL 3,SECTION 3.2

HORIZONTAL SETBACKFOR INFILTRATINGFACILITIES. SEESEATTLE STORMWATERMANUAL VOL 3, SECTION3.2

2"-12" PONDINGDEPTH

OPTIONAL ELBOW

SYMBOL:

SYMBOL: SYMBOL:

SYMBOL: SYMBOL:

APPLICANT PLAN SET

SYMBOL:

SYMBOL:

SYMBOL:

142 NE 56TH STREET

6538556

83 7

PL

PL



DRIVEWAY EASEMENT

DRIVEWAY EASEMENT

DRIVEWAY EASEMENT

3.0'

6.0'

NEW 3 STORY SINGLE FAMILY RESIDENCE1350 SF FOOTPRINT

NEW GARAGE

260 SF FOOTPRINT

(E) CONC. DRIVE

NEW

PERMEABLE

PAVING

489 SF

(THIS PARCEL)

NEW PERMEABLE PAVING 39 SF

29'

46.5'

46.5'

29'

NE 56TH STREET

40' WIDE CONCRETE

COMBINED SEWER OVERFLOW

COINCIDENT W/ C.L. OF STREET

SSSSSS

SS

SS

6' CONC. SIDEWALK

6" CONC. CURB

(E) CURB CUT

SS

300'

301'302'

303'

304'

305'

306'

305'

304'

303'

302' 301' 300'

299'

13'

13'

20'

20'

P.E.

NEW DECK 144 SF (OUTSIDE HOUSE FOOTPRINT)

RAIN GARDEN56 SF

8' - 8"7' - 0"

4' - 6"

TOP CELLPONDINGBOT CELL

9' - 8"

8' - 0"

5' - 6"

6" PONDING DEPTH, 4" FREEBOARD

SURFACE 1

SURFACE 3

SURFACE 2

SURFACE 4

SURFACE 5

NEW CONNECTION TO (e) SIDE SEWER

1ROOF DRAIN LINE TO RAIN GARDEN

RAIN GARDEN OVERFLOW LINE TO (e) SIDE SEWER

1

CB

FOOTING DRAINS TO CATCH BASIN W/ 90 DEGREE BEND BEFORE CONNECTING TO DRAIN DOWN STREAM OF RAIN GARDEN

1" = 10'-0"2 STANDARD DRAINAGE CONTROL PLAN



11-02-16

WH

XX.XX

.

X

X

LEVEL NAMEX' - X"

X.XXX

LEVEL

A101 INTERIOR ELEVATION

SECTION

DETAIL CALLOUT

WINDOW

WALL

DOOR

NORTH

BATT

RIGID

EART

CONCRET

1 Ref

EXTERIOR ELEVATION

WATER

CONCRETE

1 Ref

1

Ref

1 Ref

1

Ref

X.XXX

DETAIL CALLOUT

X

MAX MAXIMUMMFR MANUFACTURERMIN MINIMUM

N NORTHNO NUMBER

OC ON CENTEROHD OVERHEAD DOOROPP OPPOSITEOTB OPEN TO BELOWOVHD OVERHEAD

POS POINT OF SALEPT PRESSURE TREATED

REF REFRIGERATORREQ REQUIRED

S SOUTHSG SAFETY GLASS

TO TOP OF

UNO UNLESS NOTED OTHERWISE

VTOS VENT TO OUTSIDE

W WESTW/ WITHWC WATER CLOSETW/O WITHOUTWH WATER HEATERWRB WEATHER RESISTANT BARRIER

ADA AMERICANS WITH DISABILITIES ACTAFF ABOVE FINISH FLOORAPPROX APPROXIMATEARCH ARCHITECTURAL

BLDG BUILDINGBLW BELOW

CFM CUBIC FEET PER MINUTECLR CLEARCOL COLUMNCONC CONCRETECONSTR CONSTRUCTIONCPT COMMON PATH OF TRAVELCTR CENTER

DIA DIAMETERDN DOWN

E EASTEATD EXIT ACCESS TRAVEL DISTANCEEL ELEVATIONELEC ELECTRICALEQ EQUALEX EXISTINGEXT EXTERIOR

FBO FURNISHED BY OTHERSFE FIRE EXTINGUISHERFIN FINISHFOF FACE OF FINISHFT FEET OR FOOT

GWB GYPSUM WALL BOARD

HR HEAD ROOMHSS HOLLOW STEEL SECTION

IBC INTERNATIONAL BUILDING CODEINSUL INSULATIONINT INTERIOR

A

B

C

D

E

F

G

H

I

M

N

0

P

R

S

T

U

V

W

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

4:59:32

PM

A006

GEN

ERAL

NOTE

S14

2 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

6 of

56TH

STR

EET RE

SIDEN

CE

ABBREVIATIONS

SYMBOLS GENERAL 1. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC AND DO NOT PURPORT TO SHOW ALL DETAILS AND

CONDITIONS OF CONSTRUCTION. VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND STRUCTURAL COMPONENTS AND SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS/HER WORK.

4. ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED.5. SLOPE ALL PORCHES, DECKS, WALKS, AND PATIOS AWAY FROM THE BUILDING AT A MINIMUM OF 1/4"

PER 1'-0". 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTION FROM

THE ARCHITECT.7. REPORT ERRORS AND OMISSIONS TO THE ARCHITECT IMMEDITELY.8. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF SEEK ARCHITECTURE, LCC AND MAY BE

REPODUCED ONLY WITH THE WRITTEN PERMISSION OF SEEK ARCHITECTURE, LLC.9. ALL WORK SHALL CONFORM TO THE 2012 IBC AND/OR ALL JURISDICTIONAL RULES AND REGULATIONS. 10. REFUSE FROM THE CONSTRUCTION SHOULD BE COLLECTED IN AN ORDERLY FASHION AND BE REMOVED

FROM THE STIE IN THE SAME MANNER. CARE MSUT BE TAKEN TO KEEP AREAS AROUND BUILDINGS FREE OF DEBRIS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO SITE CREATED BY HIS WORK AND SHALL MAKE ANY REPAIRS AS REQUIRED.

11. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS.

12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK INCLUDING ADDITIONAL PERMITS AND COORDINATION OF SUBCONTRACTORS.

13. AT COMPLETION OF PROJECT, THE AREA SHALL BE CLEANED AND IN WORKING ORDER PRIOR TO OCCUPANCY OR TENANT'S USE.

14. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF ANY PERTINENT PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK AND SHALL NOTIFY THE ARCHITECT IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH.

15. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS AND/OR VENDORS (OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS AND/OR VENDORS INTO DOCUMENTS PREPARED BY THE ARCHITECT) WITHIN THE DOCUMENTS ISSUED BY THE ARCHITECT. IT IS EXPRESSLY UNDERSTOOD THAT BY SUCH ISSUANCE THE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES FOR SAID CONSULTANTS AND/OR VENDORS.

16. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE ITNERNATIONAL BUILDING CODE AS AMENDED. ALL ORDINANCES, THE REGULATIONS OF THE CITY OR COUNTY WITH JURISTICTION, AND SPECIAL REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE GENERAL NOTES.

17. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE CONDITIONS AND COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONTRUCTION OF THE PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONTRUCTION WITHIN AND ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS, THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

18. ANY REVISION OR ADDITIONAL WORK REQUIRED BY THE FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL SPECIAL PERMITS AND/OR LICENSES INDICATED BY THE PLANS AND/OR BY SPECIFICATIONS OR REQUIRED BY THE SOILS REPORT AND/OR REQURIED BY ANY GOVERNMENT AGENCY.

20. WHEN NECESSARY OR IN SIMILAR APPLICATIONS, CONTRACTOR SHALL VERIFY THE SIZE AND LOCATIONS OF ALL UTILITY LINES AND STUBS TO THE BUILDING(S) AS MAY BE INDICATED ON THE PLANS. CONTRACTOR SHALL BE REQUIRED TO BRING ALL UTILITY LINES (WATER, SEWER, GAS, AND ELECTRICAL) INTO THE BUILDING FROM TERMINATION POINTS AS INDICATED ON THE SHELL PLANS, READY FOR SERVICE.

21. WHEN NECESSARY: PROVIDE UL APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHALL. VERIFY LOCATIONS OF FIRE EXTINGUISHERS WITH ARCHITECT AND FIRE MARSHALL. PROVIDE FIRE PROTECTION IF REQUIRED BY LOCAL AUTHORITIES DURING CONSTRUCTION.

22. WHEN NECESSARY: WHERE EXIT DOORS SWING OUT OVER A LANDING OR WALKWAY, THE LANDING OR WALKWAY SHALL NOT BE MORE THAN 1/2" BELOW THE THRESHOLD.

23. WHEN NECESSARY: PROVIDE EXIT SIGNS AND EXIT LIGHTING AT ALL EXITS AS REQUIRED BY CODE. ADDITIONAL EXIT SIGNS MAY BE REQUIRED BY FIELD INSPECTOR. INSTALL ALL EXIT SIGNS TO BE CLEARLY VISIBLE FROM THE EXIT ROUTE.

DEMOLITION 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND COORDINATION OF SAME, INCLUDING GENERAL

CONSTRUCTION, MECHANICAL, ELECTRICAL AND PLUMBING, UNLESS NOTED OTHERWISE.2. COORDINATE DEMOLITION WITH M.E.P. AND STRUCTURAL DRAWINGS. SPECTIONS AND DETAILS SHOW ADDITIONAL SCOPE

OF DEMOLITON AND NEW WORK. ALL EXISTING UTILITIES TO BE LOCATED AND SEALED PRIOR TO DEMOLITION.3. DEMOLITION WORK SHALL BE COORDINATED WITH ALL SUBCONTRACTORS TO INSURE UNINTERRUPTED PROGRESS OF NEW

CONSTRUCTION WORK.4. ALL DEMOLITION, CUTTING, AND PATCHING SHALL BE DONE TO MAINTAIN STRUCTURAL, ACOUSTICAL, AND FIRE RATING

INTEGRITY OF EXISTING STRUCTURE AND IS TO PROVIDE A SMOOTH FINISHED APPEARANCE WHEN COMPLETED.5. FIELD VERIFY EXISTING EQUIPMENT AND CONDITIONS PRIOR TO COMMENCING DEMOLITION. REPORT ANY DISCREPANCIES

FROM PLANS TO ARCHITECTS. 6. GENERAL CONTRACTOR, AT NO EXPENSE TO THE OWNER, SHALL REPAIR OR REPLACE AS REQUIRED ANY DAMAGED

MATERIALS.7. PATCH AND REPAIR ALL AREAS OF EXISTING STRUCTURE AFFECTED BY DEMOLITION TO MATCH NEW CONSTRUCTION.8. COORDINATE REMOVAL OF EXISTING INTERIOR DOORS AND FRAMES AND INSTALLATION OF NEW DOORS AND FRAMES WITH

THE ARCHITECTURAL DRAWINGS.9. WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC, ARE REQUIRED TO BE REMOVED, SUCH REMOVAL IS TO INCLUDE

ALL ANCHORS, HANGERS, FOUNDATIONS, ETC. AFTER REMOVAL ALL FLOORS, WALLS, AND CEILINGS SHALL BE PATCHED AND FINISHED TO MATCH ADJACENT SURFACES.

10. ALL WALLS INDICATED TO BE DEMOLISHED SHOULD BE REMOVED FULL HEIGHT UNLESS NOTED OTHERWISE. AFTER REMOVAL, FLOORS, CEILINGS, AND ADJACENT WALLS SHOULD BE REPAIRED AND FINISHED TO MATCH EXISTING.

11. ALL DIMENSIONS INDICATED ARE APPROXIMATE. GENERAL CONTRACTOR TO FIELD VERIFY REFERENCING ALL PLANS AND ADJUST ACCORDINGLY.

12. GENERAL CONTRACTOR TO COORDINATE PLACEMENT OF ANY NEW ROOFTOP EQUIPMENT WITH M.E.P. AND STRUCTURAL DRAWINGS. ANY NEW PENETRATIONS TO EXISTING ROOF MUST BE PATCHED AND MADE WATERTIGHT PER MANUFACTURERS WRITTEN INSTRUCTIONS TO MAINTAIN ANY CURRENT ROOFING WARRANTY (TYP).



11-02-16

NOTES ON STRUCTURAL SHEETSSUPERSEDE THESE NOTESSTRUCTURAL NOTES

ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2012 EDITION), AND ALL OTHER JURISDICTIONAL BUILDING CODES.

CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.

LOADS (PER SMC 16.05.070 (1))GROUND & ROOF SNOW LOAD 25 PSFFLOOR LIVE LOAD (RESIDENTIAL) 40 PSFWIND LOAD 70MPH SUSTAINED W/ 85 MPH GUSTSEISMIC DESIGN CATEGORY D, R=6.5ALLOWABLE SOIL BEARING PRESSURE SITE SPECIFIC, SEE IBC CH. 18

ALL FOOTINGS AND FOUNDATION SHALL BE ON UNDISTURBED, FIRM, NATURAL SOIL OR COMPACTED SOIL OF 2,000 PSF BEARING CAPACITY AT LEAST 18" BELOW THE LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING AND FOUNDATION EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS, AND FREE WATER AT ALL TIMES. FOUNDATION SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT FINISHED GRADE. FOUNDATION WALL BACKFILL SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF WALL. PROVIDE 4" PERFORATED PIPE FOR SUB SURFACE DRAINAGE.

FOUNDATION WALLS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:

1-STORY - 6" MIN. WIDE - 6"x12" FOOTING - 18" BELOW GRADE2-STORY - 8" MIN. WIDE - 8"x12" FOOTING - 18" BELOW GRADE

ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH THE IBC 1905 AND ACI 301. Fc = 2,500 AT 28 DAYS, MAX. SLUMP OF 4", MAX. AGGREGATE 1-1/2", 5 SACK min. ALL CONCRETE SHALL BE REINFORCED. REINFORCING STEEL SHALL BE COVERED AS FOLLOWS:

FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE - 3"ALL OTHER SURFACES - 1-1/2"

AN AIR ENTRAINING AGENT, CONFORMING TO ACI 318, SHALL BE USED TO PROVIDE DURABILITY FOR CONCRETE EXPOSED TO FREEZETHAW IN A MOIST ENVIRONMENT IN ACCORDANCE WITH IBC SEC. 1904.4.

ALL ANCHOR BOLTS SHALL BE ASTM A-307, 5/8" DIAMETER, EMBEDDED IN A MIN. OF 7" INTO CONCRETE WITH A HOOK, AND SPACED PER WALL FRAMING NOTES. PLACE BOLT AT A MINIMUM OF 7 BOLT DIAMETERS FROM END, NOT TO EXCEED 12"

ALL REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE DEFORMED BILLET STEEL, CONFORMING TO ASTM A-615 (INCLUDING SUPPLEMENT S1), GRADE 40, FY=40,000 PSI, AND OF THE SIZE SHOWN ON THE DRAWINGS. REINFORCING SHALL BE CONTINUOUS, STAGGER ALL SPLICED. LAPS SHALL BE 24" MINIMUM. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. ALL STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND SECURED, BEFORE AND DURING THE PLACING OF THE CONCRETE, BY FORM TIES ADEQUATE TO PREVENT DISPLACEMENT DURING CONSTRUCTION. WELDED WIRE FABRIC TO CONFORM TO ASTM A-185.

FRAMING LUMBER SHALL BE KILN DRIED TO MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:

HEM-FIR NO.2 OR BETTER MIN. BASE VALUE, FB = 850 PSIDOUGLAS FIR NO.1 MIN. BASE VALUE, FB = 1000 PSI

DOUGLAS FIR NO.1 MIN. BASE VALUE, FB = 1000 PSI

DOUGLAS FIR NO 2. MIN BASE VALUE, FB = 900 PSI

DOUGLAS FIR OR HEM-FIR, STANDARD GRADE

HEM-FIR NO.3/STUD GRADE

STANDARD GRADE

HEM-FIR COMMERCIAL DEX. MIN BASIC DESIGN STRESS, FB = 1,350 PSI

JOISTS (2x MEMBERS)(3x & 4x MEMBERS)

BEAMS AND STRINGERS(INCLUDING 6x AND LARGER)

STRUCTURAL LIGHT FRAMING(INCLUDING 3x & 4x POSTS)

STUDS, PLATES, & MISC.

2x6 STUDS & PLATES

LIGHT FRAMING

2x & 3x T&G DECKING

PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI - 78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL CARRY MANUFACTURERS STAMP. LOADING SHALL BE AS FOLLOWS:

TOP CHORD LIVE LOAD 25 PSFTOP CHORD DEAD LOAD 10 PSFBOTTOM CHORD DEAD LOAD 5 PSFTOTAL LOAD 40 PSF

WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE DESIGNER AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON, AND SHALL BE ON SITE FOR FRAMING INSPECTION. TRUSSES MAY NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS.

TRUSS DESIGN SHALL PROVIDE FOR SHAPED, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS.

ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE (2) LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER OR NERVASTROL BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE AND MASONRY.

FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES. REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, SAN LEADRO, CALIF. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE STAINLESS STEEL, POST HOT DIPPED GALVANIZED, OR SIMPSON ZMAX.

THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE PLANS:

ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 2012 INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS OF NUTS, BOLTS, AND LAG SCREWS BEARING ON WOOD. ALL NAILS SHALL BE COMMON.

WALL FRAMING: ALL EXTERIOR STUD WALLS NOT OTHERWISE NOTED SHALL BE 2x6 STUDS @ 16" O.C. ALL INTERIOR STUD WALLS NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16" O.C. A (2) 2x8 HEADER SHLL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. ALIGN THE BOTTOM OF ALL HEADERS AT ADJACENT DOORS AND WINDOWS. CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUDS OVER 8' IN HEIGHT. (2) STUDS MIN. AT END OF EA. WALL AT EA. SIDE OF ALL OPENINGS. BOLT SILL PLATE TO CONCRETE WITH 5/8" DIA. x 10" ANCHOR BOLTS AT 48" O.C. WITH 7" MIN. EMBED. NAIL BOTTOM PLATE TO FRAMING BELOW WITH 16d NAILS @ 8" O.C. FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE WITH 16d TOENAILS @ 8" O.C. OR A34 CLIPS AT 32" O.C.

FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.TOENAIL JOISTS TO SUPPORTS. ATTACH TIMER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. NAIL 2 AND 3 MEMEBER BEAMS TOGETHER PER NAILING SCHEDULE. BOLT ALL BEAMS MADE UP OF FOUR OR MORE MEMBERS.

TYPICAL WALL SHEATHING (UNLESS OTHERWISE NOTED): 1/2" CDX PLY WITH SPAN RATING OF 24/0 ON EXTERIOR SIDE, 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE. BLOCK AND NAIL WITH 8d NAILS @ 6" O.C. AT FIELD.

TYPICAL ROOF SHEATHING: T&G CDX PLYWOOD INDEX 40/20, UNBLOCKED WITH THE FACE GRAIN PERPENDICULAR TO THE FRAMING BELOW. STAGGER END JOINTS AND NAIL AT DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, OVER SHEAR WALLS, AND AT ALL SUPPORTED EDGES WITH 8d @ 6" O.C. USE 8d @10" O.C. IN FIELD.

TYPICAL NAILING SCHEDULE - ALL NAILS COMMON (U.N.O.). SEE IBC TABLE 2304.9.1

JOIST TO SILL OR GIRDER (3) 8dBRIDGING TO JOIST - TO NAIL EACH END (2) 8dSOLE PLATE TO JOIST OR BLOCKING - FACE NAIL 16d @ 16" O.C.TOP PLATE TO STUD - END NAIL (2) 16dSTUD TO SOLE PLATE - TOE NAIL (4) 8d

- END NAIL (2) 16dDOUBLE STUDS - FACE NAIL 16d @ 24" O.C.DOUBLE TOP PLATES - FACE NAIL 16d @ 16" O.C.TOP PLATES, LAPS, AND INTERSECTIONS - FACE NAIL (2) 16dCONT. HEADERS, 2 PIECES - ALONG EACH EDGE 16d @ 16" O.C.CEILING JOINTS TO PLATE - TOE NAIL (3) 8dRAFTER OR TRUSS TO PLATE - TOE NAIL (3) 8dBUILT UP CORNER STUDS 16d @ 24" O.C.BUILT UP GIRDERS AND BEAMS 20d @ 32" O.C.SOLID BLOCKING TO SUPPORTS - TOE NAIL 16d @ 12" O.C.POST AND BEAM OR GIRDER PROVIDE POSITIVE CONNECTIONS

AGAINST UPLIFT AND LATERAL DISPLACEMENT

SHEAR WALLS UNLESS OTHERWISE INDICATED ON THE PLANS: 1/2" CDY PLY, BLOCK AND NAIL WITH 8d NAILS @ 4" O.C. AT EDGES AND 12" O.C. IN FIELD - DO NOT COUNTERSINK. BOLT SILL PLATE TO CONCRETE WITH 5/8" DIAMETER x 10" ANCHOR BOLTS @ 32" O.C. NAIL BOTTOM PLATE TO FRAMING BELOW WITH 16d NAILS @ 6" O.C. FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE WITH 16d TOENAILS @ 6" O.C. OR A34 CLIPS @ 24" O.C. UNLESS NOTED OTHERWISE (UNO).

WOOD FRAMING NOTES ON STRUCTURAL SHEETSSUPERSEDE THESE NOTES

ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE, WITH EXCEPTIONS.

THE BUILDING OFFICIAL MAY APPROVE DESIGNS OF ALTERATIONS OR REPAIRS WHICH DO NOT FULLY CONFORM WITH ALL OF THE REQUIREMENTS OF THIS CODE WHERE IN THE OPINION OF THE BUILDING OFFICIAL FULL COMPLIANCE IS PHYSICALLY IMPOSSIBLE AND/OR ECONOMICALLY IMPRACTICAL AND THE ALTERATION OR REPAIR IMPROVES THE ENERGY EFFICIENCY OF THE BUILDING OR THE ALTERATION OR REPAIR IS ENERGY EFFICIENT AND IS NECESSARY FOR THE HEALTH, SAFETY, AND WELFARE OF THE GENERAL PUBLIC.

ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS PER R101.4.3:

ANY NON-RESIDENTIAL SPACE WHICH IS CONVERTED TO SPACE THAT IS RESIDENTIAL SHALL BE BROUGHT INTO FULL COMPLIANCE WITH THIS CODE.

CHANGE IN OCCUPANCY OR USE PER R101.4.4:

AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY THE MANUFACTURER TO EACH PIECE OF BUILDING THERMAL ENVELOPE INSULATION 12 INCHES OR GREATER IN WIDTH. ALTERNATELY, THE INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED WALL INSULATION (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE.

THE THICKNESS OF BLOWN-IN OR SPRAYED ROOF/CEILING INSULATION (FIBERGLASS OR CELLULOSE) SHALL BE WRITTEN IN INCHES ON MARKERS THAT ARE INSTALLED AT LEAST ONE FOR EVERY 300 SQUARE FEET THROUGHOUT THE ATTIC SPACE. THE MARKERS SHALL BE AFFIXED TO THE TRUSSES OR JOISTS AND MARKED WITH THE MINIMUM INITIAL INSTALLED THICKNESS WITH NUMBERS A MINIMUM OF 1 INCH IN HEIGHT. EACH MARKER SHALL FACE THE ATTIC ACCESS OPENING.

BUILDING THERMAL ENVELOPE INSULATION PER R303.1.1 & R303.1.1.1:

A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS-FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS.

MANDATORY CERTIFICATE REQUIRED PER R401.3:

FENESTRATION U-FACTOR - 0.30SKYLIGHT U-FACTOR - 0.50GLAZED FENESTRATION SHGC - NONE REQUIRED IN MARINE ZONECEILING R-VALUE - 49 (38 FOR SINGLE RAFTER OR JOIST-VAULTED CEILINGS)WOOD FRAME WALL R-VALUE - 21 (ASSUMING STANDARD FRAMING @ 16"oc & R-10 @ HEADERS)MASS WALL R-VALUE - 21FLOOR R-VALUE - 30 BELOW GRADE WALL R-VALUE - 10 (CONTINUOUS INSULATION @ EXTERIOR)

- 15 (CONTINUOUS INSULATION @ INTERIOR)- 21 (STANDARD FRAMING @ 16"OC & R-10 @ HEADERS)

THERMAL BREAK REQUIRED @ SLAB PERIMETER &BASEMENT WALL

SLAB PERIMETER R-VALUE - 10 - INSULATION PLACED VERTICALLY FROM TOP SLAB TO 2ft DEPTH OR TOP OF FOOTING WHICHEVER IS LESS.

UNDER-SLAB R-VALUE - 10 - (CONTINUOUS INSULATION REQ'D UNDER HEATED S.O.G. FLOORS PER SECTION R402.2.9.1)

PRESCRIPTIVE INSULATION AND FENESTRATION REQUIREMENTS PER TABLE R402.1.1:

KING COUNTY - 4CCLIMATE ZONE PER TABLE R101.4.4:

FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION.

EAVE BAFFLES PER 402.2.3:

ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE PURPOSE OF WHICH IS TO PREVENT THE LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED, AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE FILL INSULATION.

ACCESS HATCHES AND DOORS PER R402.2.4:

THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR PER R402.4.1.2 WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN TESTED BY AN ACCREDITED, INDEPENDENT LABORATORY.

RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC-RATED AND HAVE AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM WHEN TESTED AT A 1.57 PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING.

AIR LEAKAGE PER R402.4:

AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. WHERE THE PRIMARY HEATING SYSTEM IS A FORCED-AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY.

SYSTEM CONTROLS PER R403.1:

DUCTS OUTSIDE OF THE THERMAL ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-8. DUCTS, AIR HANDLERS, AND FILTER BOXES OUTSIDE OF THE THERMAL ENVELOPE SHALL BE SEALED AND LEAK TESTED.

DUCTS AND AIR HANDLERS PER R403.2:

EACH DWELLING UNIT IN ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS:

0.5 POINTS FOR SMALL DWELLING UNIT: DWELLING UNITS LESS THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING THAT ARE LESS THAN 750 SQUARE FEET OF HEATED FLOOR AREA.

1.5 POINTS FOR MEDIUM DWELLING UNIT: DWELLING UNITS NOT CLASSIFIES AS SMALL OR LARGE.

2.5 POINTS FOR LARGE DWELLING UNIT: DWELLING UNITS EXCEEDING 5000 SQUARE FEET OF CONDITIONED FLOOR AREA.

ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER R406:

MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F OR BELOW 55°F SHALL BE INSULATED TO A MINIMUM OF R-6.

MECHANICAL SYSTEM PIPE INSULATION PER R403.3:

CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED WITH AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM VALUE OF R-4. ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10.

SERVICE HOT WATER SYSTEMS PER R403.4:

THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.

MECHANICAL VENTILATION PER R403.5:

A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.ELECTRICAL POWER AND LIGHTING SYSTEMS PER R404:

ENERGY CODE ANALYSIS

ACTUAL ENERGY EFFICIENCY OPTION FROM SREC TABLE 406.2: 5bEFFICIENT WATER HEATING: GAS WATER HEATER W/ A MIN. EF OF 0.82. WATER HEATER LOCATION = SECOND FLOOR LAUNDRY ROOM, SEE SHEET A102

BUILDING ENVELOPE COMPLIANCE - PRESCRIPTIVE PER TABLE R402.1.1 1

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UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF.

SECONDARY EMERGENCY OVERFLOW DRAINS OR SCUPPERS ARE REQUIRED WHERE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE ROOF IN A WAY THAT WOULD TRAP WATER IF THE PRIMARY DRAINS CLOGS. OVERFLOW DRAINS WILL BE EITHER:

THE SAME SIZE AS THE PRIMARY DRAINS WITH THE INLET FLOW LINE 2 INCHES ABOVE THE LOW POINT OF THE ROOF OR,

OVERFLOW SCUPPERS HAVING 3 TIMES THE SIZE OF DRAINS AND MIN. HEIGHT OF 4 INCHES WITH THE INLET FLOW LOCATED 2 INCHES ABOVE THE LOW POINT OF THE ROOF SERVED.

ROOF DRAINAGE PER SRC APPLICABLE BUILDING

2012 SEATTLE RESIDENTIAL CODE (SRC)2012 SEATTLE BUILDING CODE (SBC)2012 SEATTLE EXISTING BUILDING CODE (SEBC)2012 SEATTLE FIRE CODE (SFC)2012 SEATTLE ENERGY CODE, RESIDENTIAL PROVISIONS (SREC)CURRENT NFPA CODES2009 ICC/ANSI 117.1 ACCESSIBILITY CODEALL APPLICABLE KING COUNTY CODES, STANDARDS, ORDINANCES & POLICIES

RESIDENTIAL BUILDING CODE

SMOKE AND CARBON MONOXIDE ALARMS PER SRC R314 AND R315PROVIDE & INSTALL SMOKE DETECTORS IN ACCORDANCE WITH UL 217 IN EACH SLEEPING ROOM, IN AN INTERMEDIATE AREA BETWEEN ALL SLEEPING ROOMS, AND EACH ADDITIONAL STORY IN THE DWELLING UNIT PER SRC SEC. R314

PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH UL 2075 IN THE IMMEDIATE VICINITY OF THE SLEEPING ROOMS IN EACH DWELLING UNIT PER SRC SEC. 315

SMOKE AND CARBON MONOXIDE ALARMS: SEE FLOOR PLANS

WOOD IN CONTACT WITH CONCRETE PER SRC R317ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PRESSURE TREATED WOOD SHALL ALSO BE USED FOR WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF BALCONIES, PORCHES, DECKS, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO WEATHER PER SRC SEC. R317. FIELD TREAT ALL CUTS AND HOLES PER AWPA M4 WITH APPROVED SOLUTION.

MEANS OF EGRESS PER SRC R311MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE EXTERIOR.

GUARDS PER SRC SEC. R312GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 IN. HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL NOT BE LESS THAN 36 IN. HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE. REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXCEPT FOR IN TWO CASES:

1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIRS, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER.

2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WITH ALLOW THE PASSAGE OF A SPHERE 4-3/8" IN DIAMETER.

EXHAUST OPENINGS PER SRC R1506.2AIR EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE AND NONOPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET ABOVE THE AIR INTAKE.

CLOTHES DRYER EXHAUST DUCTS PER SRC R1502.3EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATION SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. IF NO TERMINATION IS SPECIFIED, THE EXHAUST DUCT TERMINATION MUST BE AT LEAST 3 FEET IN ANY DIRECTION FROM OPNEINGS INTO BUILDING AND MUST BE EQUIPPED WITH A BACKDRAFT TAMPER. SCREENS SHALL NOT BE INSTLALED AT THE DUCT'S TERMINATION.

UNDER STAIR PROTECTION PER SRC 302.7

ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE, AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GWB

FIREBLOCKING PER SRC 302.11IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE.

IN WOOD-FRAME CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:

1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS BOTH VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.

2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.

3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL.

STAIRS PER SRC R311.7STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES CLEAR WIDTH AT ALL POINTS. HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2 INCHES ON EITHER SIDE OF THE STAIRWAY. MINIMUM CLEAR WIDTH OF THE STAIRWAY SHALL NOT BE LESS THAN 31-1/2 INCHES AT THE HANDRAIL WHERE A HANDRAIL IS INSTALLED ON ONLY ONE SIDE OF THE STAIRWAY, AND WHERE A HANDRAIL IS INSTALLED ON BOTH SIDES OF THE STAIRWAY, THE MINIMUM CLEAR WIDTH SHALL NOT BE LESS THAN 27 INCHES.

THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORITON OF THE STAIRWAY. A FLIGHT OF STAIRS SHALL NOT HAVE A VERITCAL RISE GREATER THAN 12 FEET BETWEEN FLOORS OR LANDINGS.

THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES AND THE DIFFERENCE BETWEEN THE LARGEST AND SMALLEST RISER IN A FLIGHT SHALL NOT EXCEED 3/8 INCH. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE.

THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES, AND THE DIFFERENCE BETWEEN THE LARGEST AND SMALLEST TREAD IN A FLIGHT SHALL NOT EXCEED 3/8 INCH.

THE RADIUS OF THE CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. A NOSING BETWEEN 3/4 INCH AND 1 1/4 INCH SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. BEVELING OF THE NOSING SHALL NOT EXCEED 1/2 INCH.

ALL STAIRS SHALL BE ILLUMINATED IN ACCORDANCE WITH SRC SEC. 303.6.

HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS WITH FOUR OR MORE RISERS. THE HANDRAIL SHALL NOT BE LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES FROM THE SLOPED PLANE ADJOINING THE TREAD NOSINGS. THE HANDRAIL SHALL BE CONTINUOUS FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT AND SHALL RETURN INTO A NEWEL POST OR SAFTEY TERMINAL AND HAVE A SPACE NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND HANDRAIL. THE GRIP SIZE SHALL BE CIRCULAR OR HAVE A PERIMETER GREATER THAN 6-1/4 INCHES, PER SRC SEC. 311.7.8.3.

HAZARDOUS GLAZING LOCATIONS PER SRC R308.3 AND 308.4

GLAZING THAT MEETS THE FOLLOWING CONDITIONS SHALL BE CONSIDERED IN A HAZARDOUS LOCATION:

GLAZING IN ALL FIXED AND OPERABLE PANELS OF ALL DOORS

GLAZING ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24" OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE.

GLAZING IN WINDOWS THAT MEETS ALL THE FOLLOWING CONDITIONS:

1. THE EXPOSED PORTION OF THE PANE IS MORE THAN 9 SQ. FT.

2. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR

3. THE TOP EDGE OF IS MORE THAN 36" ABOVE THE FLOOR

4. ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.

GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF THE STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD.

GLAZING IN WALLS OR ENCLOSURES CONTAINING TUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE

GLAZING IN RAILING SYSTEMS

EXHAUST SYSTEMS PER SRC CHAPTER 15:

DWELLING/GARAGE OPENING/PROTECTION PROTECTION PER SRC 302.5

OPENINGS FROM A GARAGE INTO A RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOORES NOT LESS THAN 1 3/8" THICK, OR 20 MINUTE FIRE RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE.

DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MIN. NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.

STAIR ILLUMINATION PER SRC R303.7:ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECIEVE PRIMARY POWER FROM THE BUILDING WIRING. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY.

THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT.

GLAZING ADJACENT STAIRS AND RAMPS PER SRC R308.4.6:GLAZING WHERE BOTTOM EDGE IS LESS THAN 36" ABOVE THE PLANE OF ADJACENT WALKING SURFACE OF STAIRWAYS OR LANDINGS SHALL BE CONSIDERED A HAZARDOUS LOCATION.

EXCEPTION: WHEN A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34-38" ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 LBS PER LINEAL FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1.5" IN CROSS SECTIONAL HEIGHT.

GLAZING IN DOORS PER SRC R308.4.1:GLAZING IN ALL PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION.

DECKS PER SRC R507:WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. FOR DECKS WITH CANTILEVERED FRAMING MEMBERS, CONNECTIONS TO EXTERIOR WALLS OR OTHER FRAMING MEMBERS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST UPLIFTING FROM THE FULL LIVE LOAD SPECIFIED IN TABLE R301.5 ACTING ON THE CANTILEVERED PORTION OF THE DECK.

FOR DECKS SUPPORTING A TOTAL DESIGN LOAD OF 50 POUNDS PER SQUARE FOOT, THE CONNECTION BETWEEN A DECK LEDGER OF APPROVED DECAY RESISTANT SPECIES AND A 2" NOMINAL LUMBER BAND JOIST BEARING ON A SILL PLATE OR WALL PLATE SHALL BE CONSTRUCTED WITH 1/2" LAG SCREWS OR BOLTS WITH WASHERS IN ACCORDANCE WITH TABLE R507.2.

INSTALLATION OF WOOD/PLASTIC COMPOSITES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

EXHAUST OPENINGS PER SECTION R1506AIR EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE AND NONOPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET ABOVE THE AIR INTAKE.

AIR REMOVED PER SECTION M1501THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED T0 THE OUTDOORS AND SHALL NOT BE EXHAUSTED INTO AN ATTIC. SOFFIT. RIDGE VENT, OR CRAWLSPACE.

DRYER EXHAUST PER SECTION M1502CLOTHES DRYER EXHAUST SYSTEMS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, AND SHALL CONVEY THE MOISTURE TO THE OUTDOORS.

UNLESS SPECIFIED OTHERWISE BY THE MANUFACTURER: EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS, DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER, AND SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION.

EXHAUST DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH, SHALL BE CONSTRUCTED OF MINIMUM 28 GAUGE METAL, AND SHALL HAVE A DIAMETER OF 4 INCHES.

WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION.

RANGE HOODS PER SECTION M1503RANGE HOODS SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE WALL DUCT CONSTRUCTED OF GALVANIZED STEEL, STAINLESS STEEL, OR COPPER. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER, AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS.

WHERE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND WHERE MECHANICAL OR NATURAL VENTILATION IS OTHERWISE PROVIDED, LISTED AND LABELED DUCTLESS RANGE HOODS SHALL NOT BE REQUIRED TO DISCHARGE T0 THE OUTDOORS.

MECHANICAL VENTILATION PER SECTION M1507MECHANICAL VENTILATION SHALL BE PROVIDED FOR EACH DWELLING UNIT OR GUEST ROOM AND SHALL BE COMPRISED OF LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENTILATION SYSTEMS.

CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE AND OPERATING INSTRUCTIONS SHALL BE PROVIDED TO THE OCCUPANT.

LOCAL EXHAUST SYSTEMS SHALL HAVE MANUAL CONTROLS.

WHOLE HOUSE VENTILATION SYSTEMS SHALL HAVE CONTROLS THAT ALLOW FOR CONTINUOUS AND/OR INTERMITTENT OPERATION DEPENDING ON TYPE OF SYSTEM INSTALLED. CONTROLS SHALL BEAR LABEL READING: "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)."

INSTALLER SHALL PROVIDE THE MANUFACTURERS INSTALLATION AND OPERATION INSTRUCTIONS AND A DESCRIPTION OF THE WHOLE-HOUSE VENTILATION OPERATION.

EACH HABITABLE SPACE SHALL BE PROVIDED OUTDOOR AIR AT A MINIMUM CONTINUOUS OR INTERMITTENT RATE, BASED ON THE DWELLING UNIT FLOOR AREA, AS PRESCRIBED BY TABLES M1507.3.3(1) AND M1507.3.3(2).

OUTDOOR AIR INLETS SHALL BE SECURE, SCREENED, AND PROTECTED AND SHALL BE LOCATED AT CODE REQUIRED DISTANCES AWAY FROM APPLIANCE OR PLUMBING VENTS, HAZARDOUS OR UNSANITARY LOCATIONS, SOURCES OF OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS, AND SHALL NOT TAKE AIR FROM ANY ROOM OR SPACE CONTAINING A FUEL BURNING APPLIANCE.

WHOLE-HOUSE VENTILATION SYSTEM TYPES:

UTILIZING EXHAUST FANS - FAN SONE RATING MUST BE 1.0 OR LESS. EACH HABITABLE SPACE SHALL BE PROVIDED WITH A SCREENED, PROTECTED, AND CONTROLLABLE OUTDOOR AIR INLET OPENING MEASURING A MINIMUM OF 4 SQUARE INCHES NET FREE AREA. WHERE DOORS SEPARATE EXHAUST POINTS AND INLETS, DOORS MUST BE UNDERCUT A MINIMUM OF 1/2 INCH ABOVE THE FLOOR COVERING, OR DUCTS, GRILLES, TRANSOMS, OR OTHER SIMILAR MEANS MUST BE PROVIDED TO ENSURE AIR FLOW.

INTEGRATED WITH FORCED-AIR SYSTEM - SYSTEM MUST DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE SYSTEM DUCTS. THE FLOW RATE SHALL BE VERIFIED BY FIELD TESTING. THE SYSTEM SHALL BE PROVIDED WITH A MOTORIZED DAMPER. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4.

UTILIZING SUPPLY FAN - SYSTEM MUST DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE SYSTEM DUCTS OR DEDICATED DUCTS. THE OUTDOOR AIR SHALL BE FILTERED. THE SYSTEM SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER AND A FLOW REGULATION DEVICE. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4.

UTILIZING HEAT RECOVER VENTILATOR -SYSTEM MUST DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH DEDICATED DUCTS. THE INTAKE AND EXHAUST AIR ON THE UPSTREAM SIDE OF THE HEAT RECOVERY VENTILATOR SHALL BE FILTERED. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4.

LOCAL EXHAUST SYSTEMS SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, AND OTHER AREAS WHERE WATER VAPOR IS PRODUCED. KITCHENS SHALL BE EXHAUSTED AT A CONTINUOUS RATE OF 25 CFM OR AT AN INTERMITTENT RATE OF 100 CFM. BATHROOMS, WATER CLOSETS, LAUNDRY ROOMS, AND OTHER AREAS WHERE WATER VAPOR IS PRODUCED SHALL BE EXHAUSTED AT A CONTINUOUS RATE OF 20 CFM OR AT AN INTERMITTENT RATE OF 50 CFM.



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SS

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UP

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SLAB ON GRADE @ 304' - 10"



1A302

1A304

EDGE OF DECK ABV

DECK JOISTS 16" O.C.

D

LEDGER PER STRUCT.

BEAM AND PIERS PER STRUCT.

BEAM AND PIERS PER STRUCT.

ROOF DRAIN COLLECTOR TO RAIN GARDEN

ROOF DRAIN COLLECTOR TO RAIN GARDEN1

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2' - 6 1/2" 3"

2' - 6 1/2"

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5 1/2"

2' - 6 1/2"

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5 1/2"

2' - 6 1/2"

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5' - 11" 20' - 0"

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3' - 6" 12' - 6 1/2"

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3' - 4 3/4" 2' - 8" 6' - 10 3/4"

3' - 0 1/2"

5"9' - 2" 3' - 5"

12' - 5 1/2"

2' - 0 1/2"

9' - 10 1/2"

2' - 4 1/2"

15' - 1"

12' - 6" 16' - 6"

29' - 0"

14' - 4 1/4"

2' - 0 1/2"

4' - 10 1/2"

2' - 0 1/2"

19' - 0 1/4"

4' - 2"

46' - 6"

1

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PROPOSED FRAMED WALL

OVERHEAD

HIDDEN ELEMENT

FLOOR PLAN WALL ABOVE

FOOTIN

FNDN PLAN FLOOR PLAN NOTES1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS

OTHERWISE NOTED2. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD3. BRING ALL DISCREPANCIES AND/OR OMISSIONS TO THE ATTENTION OF THE

DESIGN CONTACT PERSON PRIOR TO COMMENCING THE CONSTRUCTION WORK.4. ALL WORK IS TO BE IN ACCORDANCE WITH CURRENT CODES5. ROUGH OPENINGS FOR WINDOWS ASSUMED 1/2" WIDER THAN UNIT. ROUGH

OPENINGS FOR DOORS ASSUMED 2" WIDER THAN UNIT +JAMB

FOUNDATION PLAN 1. THIS FOUNDATION PLAN IS INTENDED TO BE A DIAGRAMMATIC

TOOL. SEE STRUCTURAL DRAWINGS FOR MORE SPECIFIC FOUNDATION INFORMATION

SS EXISTING SIDE

NEW DRAIN

WOOD COLUMN ABOVE

STEEL COLUMN ABOVE

1 EXHAUST FAN WITH SONE RATING <1.0 - VENT TO OUTSIDE (VTOS).

FOR KITCHENS, MIN. EXHAUST RATE MUST BE 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS.

FOR BATHROOMS AND LAUNDRY ROOMS, MIN. EXHAUST RATE MUST BE 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS.

KEYNOTE

CO

SD

EXHAUST

CARBON MONOXIDE

SMOKE 6. DOOR AND WINDOW HEADERS IN EXTERIOR WALLS MUST BE INSULATED WITH A

MINIMUM OF R-10 INSULATION

1

PREP

ARED

BY:

SAM KRA

FT 212

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1/4" = 1'-0"1 FOUNDATION PLAN 1/4" = 1'-0"2 FIRST FLOOR PLAN 0 4' 8'2'



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11-7/8" TJIs 16" O.C.11-7/8" TJIs 16" O.C.

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ALIGN W/ SOUTH SIDE OF BEAM

DRAIN

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9"

3' - 8 1/2"

12' - 8"2' - 0 1/2"

1' - 11"

2' - 0 1/2"

5' - 11"

2' - 4 1/2"

11' - 2 3/4"

3' - 2"

8 1/4"

R

5 1/2" 12' - 2 1/2"

3 1/2"

3' - 0 1/2"

3 1/2"

7' - 0"

3 1/2"

4' - 11 1/2" 5 1/2"

11' - 6"

2' - 1"

5 1/2"

6' - 1"

3 1/2"

2' - 1"

11' - 6"

3 1/2"

11' - 3 1/2"

5 1/2" 5' - 1"

5 1/2"

3' - 0"

5 1/2"

6' - 6 1/2"5 1/2"

12' - 1" 5 1/2"

27

EGRESS

29

ABV

3

1 2

SD

SD

SD

SD

CO

1x12 FASCIA @

FLOOR EDGE

BLW

35

36

34

33

ABV

DOOR CASING BECOMES WINDOW LINER

PLMBG VENT ABV

SOFFIT

CEILING FOR

VENT


OVERHEAD

HIDDEN ELEMENT

FLOOR PLAN FRAMING PLAN FLOOR PLAN NOTES1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS

OTHERWISE NOTED2. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 3. BRING ALL DISCREPANCIES AND/OR OMISSIONS TO THE ATTENTION OF THE



WALL ABOVE

WALL BELOW

BEAM - FLUSH BEAM

JOIS

FRAMING PLAN 1. THESE FRAMING PLANS ARE A DIAGRAMATIC TOOL TO

ASSIST THE CONTRACTOR WITH VISUALIZING THE STRUCTURE AS IT RELATES TO THE EXISTING CONDITIONS AND PROPOSED DESIGN. THESE DRAWINGS DO NOT SPECIFY THE EXACT NATURE OF THE PROPOSED STRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC INFORMATION REGARDING THE PROPOSED STRUCTURAL SYSTEM.

2. THE FRAMING PLAN BELOW SHOWS FRAMING SUPPORTING THE ARCHITECTURAL PLAN TO THE RIGHT.

WOOD COLUMN SUPPORTING FRAMING

STEEL COLUMN SUPPORTING FRAMING

WOOD COLUMN ABOVE FRAMING

WOOD COLUMN ABOVE & BELOW FRAMING

STEEL COLUMN ABOVE FRAMING

1

2

3

WHOLE HOUSE EXHAUST FAN WITH SONE RATE <1.0 - VENT TO OUTSIDE (VTOS), - 90 CFM CONTINUOUS WHOLE HOUSE FAN PER SRC TABLE M1507.3.3(1) WITH CLEARANCES PER M1506.2.

DRYER EXHAUST DUCT MUST EXIT BUILDING PER SRC M1502.3

EXHAUST FAN WITH SONE RATING <1.0 - VENT TO OUTSIDE (VTOS).



KEYNOTE

CO

SD

EXHAUST

CARBON MONOXIDE

SMOKE 6. DOOR AND WINDOW HEADERS IN EXTERIOR WALLS MUST BE INSULATED WITH A MINIMUM OF R-10 INSULATION

1

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

4:59:35

PM

A102

SECO

ND FLO

OR

PLAN

S14

2 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

10 of

56TH

STR

EET RE

SIDEN

CE

1/4" = 1'-0"1 SECOND FLOOR FRAMING PLAN 1/4" = 1'-0"2 SECOND FLOOR PLAN 0 4' 8'2'



11-02-16

1A303

1 5

A

B

C

2 4

F

E

3

1A301

9' - 0" 3' - 6" 3' - 6" 13' - 0"

29' - 0"

ROOF DECK JOISTS PER STRUCT

F

1A302

STL

CLM

ABV

FL. BM.

1A304

D ALIGN W/ NORTH SIDE OF BEAM


14" TJIs 16" O.C.

2x10 ROOF DECK JOISTS 16" O.C.

14" TJIs 16" O.C.

JOISTS 16" O.C.

2x8 or 2x10 ROOF DECK

2x10 ROOF DECK JOISTS 16" O.C.

FB

F

STL

CLM

ABV

FB

BOTT.

6' - 0"

14' - 10 1/2"

13' - 10 1/2"

7' - 1"

4' - 8"

46' - 6"

FFB

F

F

ROOF DRAIN RUN, 15.5' = 4" FALL

FB

F

1A303

1 5

A

B

C

2 4

F

E

3

1A301

A201 3A2011

A201

2

9' - 0" 3' - 6" 3' - 6" 13' - 0"

29' - 0"

DN

B E D R O O MS I T T I N G R O O M

1A302

14' - 5"

3' - 7 1/2"

3 1/2"

13' - 0"

3 1/2"

14' - 5"

BUILT-INs

BUILT-INs

1A304

8' - 6 1/2"5 1/2"

6' - 6 1/2"5 1/2"

12' - 1"

D

R O O F D E C K

VENT FOR BATHROOM BELOW

6' - 0"

14' - 10 1/2"

13' - 10 1/2"

7' - 1"

4' - 8"

46' - 6"

BELO

2"

3 1/2"2' - 6 1/2"

5 1/2"

2' - 6 1/2"

5 1/2"

2' - 6 1/2"

7" 2' - 10"16' - 7"

7' - 11 1/2"

5 1/2"

3' - 0 1/2"

2' - 0 3/4"

2' - 6 1/2"

5 1/2"

2' - 6 1/2"

5 1/2"

2' - 6 1/2"

5 1/2"

2' - 7 3/4"

3' - 9 3/4"

2' - 4 1/2"

3 1/2"2' - 4 1/2"

3 1/2"2' - 4 1/2"

3' - 9 3/4"

6' - 0"

2"

3 1/2"

2' - 6 1/2"

5 1/2"

2' - 6 1/2"

5 1/2"

2' - 6 1/2"

7"

2' - 10" 4' - 0" 9' - 2" 3' - 3" 2"

4' - 8"

4' - 0 1/2"

3' - 0 1/2"

15' - 9 1/4"

7' - 0 1/2"

5' - 11 1/4"

6' - 0"

46' - 6"

29' - 0"

41

40

38

GH424344

45

46

47

48 49 50

51

52

53

54

55

F

T

U

V

SD

CO

3

39

R O O F D E C K


OVERHEAD

HIDDEN ELEMENT





WALL ABOVE

WALL BELOW

BEAM - FLUSH BEAM

JOIS









1

2

3






KEYNOTE

CO

SD

EXHAUST

CARBON MONOXIDE


1

VENT PATH FOR BATHROOM BELOW

CROSS UNDER BEAM IN WALL

BORE THRU JOISTS AT LEAST 2' FROM BEAM

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

4:59:36

PM

A103

THIRD FLO

OR

PLAN

S14

2 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

11 of

56TH

STR

EET RE

SIDEN

CE

1/4" = 1'-0"1 THIRD FLOOR FRAMING PLAN 1/4" = 1'-0"2 THIRD FLOOR PLAN 0 4' 8'2'



11-02-16

1A303

1 5

A

B

C

2 4

F

E

3

1A301

9' - 0" 3' - 6" 3' - 6" 13' - 0"

29' - 0"

1A302

FB

1A304

D

9-1/2" TJIs 16" O.C.

9-1/2" TJIs 16" O.C.

9-1/2" TJIs 16" O.C.

STL

CLM

ALIGN W/ NORTH SIDE OF BEAM


INVERTED

CANT

FB

6x10 CEDAR TRELLIS

6x10 CEDAR TRELLIS

FREE STANDING 6x10 CEDAR POSTS ON THIRD FLOOR. 6X6 CEDAR POSTS ATTACHED TO BLDG ON FIRST AND SECOND FLOORS PER STRUCT

FREE STANDING 6x10 CEDAR POSTS ON THIRD FLOOR. 6X6 CEDAR POSTS ATTACHED TO BLDG ON FIRST AND SECOND FLOORS PER STRUCT

INVERTED

6' - 0"

14' - 10 1/2"

13' - 10 1/2"

7' - 1"

4' - 8"

46' - 6"

FB

FB

ROOF DRAIN RUN, 10' = 2.5" FALL

A201

1A303

1 5

A

B

C

2 4

F

E

3

1A301

A201 3A2011

4

A201

2

9' - 0" 3' - 6" 3' - 6" 13' - 0"

29' - 0"

1A302

1A304

D

VENT FOR SECOND FLOOR BATHROOM

6' - 0"

14' - 10 1/2"

13' - 10 1/2"

7' - 1"

4' - 8"

46' - 6" 1/4"/FOOT

1/4"/FOOT

1/4"/FOOT

1/4"/FOOT

1/4"/FOOT

1/4"/FOOT

1/4"/FOOT

1/4"/FOOT

VENT FOR THIRD FLOOR BATHROOM

VENT FOR SECOND FLOOR BATHROOM

ROOF DRAIN & OVERFLOW

1/4"/FOOT

1/4"/FOOT

1/4"/FOOT




OVERHEAD

HIDDEN ELEMENT





WALL ABOVE

WALL BELOW

BEAM - FLUSH BEAM

JOIS









1

2

3






KEYNOTE

CO

SD

EXHAUST

CARBON MONOXIDE


1

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

4:59:37

PM

A104

ROOF PLAN

S14

2 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

12 of

56TH

STR

EET RE

SIDEN

CE

1/4" = 1'-0"1 ROOF FRAMING PLAN 1/4" = 1'-0"2 ROOF PLAN 0 4' 8'2'



11-02-16


6A105

5A105

6A105

20' - 1"

13' - 1"

6' - 10" 3' - 2" 10' - 1"

20' - 1"

2' - 5 1/2"

8' - 2"

2' - 5 1/2"

13' - 1"

5A105

1' - 6"TO EDGE OF

5' - 6"

TO EDGE

OF SLAB

PL

PL

G A R A G E

I

J

A1058

A105

9

A105 10

A105

7

FIRE RATED WALLS PER SRC TABLE 302.1

6A105

5A105

SLOPED RAFTERS PER STRUCT

6A105

5A105

APPROX. 1/2" PER FOOT

5A105

1' - 6"TO EDGE OF

PL

R2

F1

6A105

1' - 6"

9' - 6"

1' - 0"

10' - 0"

TOP OF

NORTH TOP SOUTH TOP

TOP OF PARAPET

6A105

5A105

PL

6A105

5A105 P

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

4:59:38

PM

A105

GAR

AGE

DRA

WINGS

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

13 of

56TH

STR

EET RE

SIDEN

CE

1/4" = 1'-0"1 FOUNDATION PLAN

1/4" = 1'-0"2 FLOOR PLAN

1/4" = 1'-0"3 ROOF FRAMING PLAN

1/4" = 1'-0"4 ROOF PLAN 1/4" = 1'-0"6 E-W SECTION LOOKING NORTH

1/4" = 1'-0"5 N-S SECTION LOOKING EAST

0 4' 8'2' 0 4' 8'2'

0 4' 8'2' 0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

1/4" = 1'-0"8 EAST ELEVATION 1/4" = 1'-0"7 SOUTH ELEVATION

1/4" = 1'-0"10 WEST ELEVATION 1/4" = 1'-0"9 NORTH ELEVATION



11-02-16

FIRST FLOOR SLAB 1304' - 10"

30' HEIGHT LIMIT335' - 3"

AVG GRADE305' - 3"

SECOND FLOOR SUBFLOOR316' - 1"

THIRD FLOOR SUBFLOOR325' - 6"

THIRD FLOOR TOP PLATE333' - 10"

A B C FE

SECOND FLOOR TOP PLATE324' - 3 1/4"

FIRST FLOOR TOP PLATE315' - 0 3/8"


EGRES

D

26

28

27 29

30

16 17

31

414038

6' - 0"14' - 10 1/2"13' - 10 1/2"7' - 1"4' - 8"

46' - 6"

39

S.GS.G

S.G

15 24 3

9' - 0"3' - 6"3' - 6"13' - 0"

29' - 0"

G H

E

CB 18

32

42 43 44

S.G

S.G S.G S.G S.G

S.GS.G

S.GS.G S.G

S.G.RAILIN

S.G.

1 52 43

A31

2 4 5

F

504948

9' - 0" 3' - 6" 3' - 6" 13' - 0"

29' - 0"

6 8 10 12 14

15131197

21 22 23 24 25

S.GS.G

S.G.



AVG GRADE305' - 3"




ABCF E




D

45 46 47 51 52 53 54 55

37

6' - 0" 14' - 10 1/2" 13' - 10 1/2" 7' - 1" 4' - 8"

46' - 6"

34

33

19

35 36

20

S.

S.G. RAILING

S.G. RAILING

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:03

PM

A201

BUILDING

ELEV

ATIONS

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

14 of

56TH

STR

EET RE

SIDEN

CE

3/16" = 1'-0"1 EAST ELEVATION 3/16" = 1'-0"2 NORTH ELEVATION

3/16" = 1'-0"4 SOUTH ELEVATION 3/16" = 1'-0"3 WEST ELEVATION 0 4' 16'2' 8'

NOTEALL GLASS RAILINGS MUST BE TEMPERED GLASS OR MEET THE REQUIREMENTS OF SBC 2407.1.2 FOR LAMINATED GLASS.

ALL GLASS RAILINGS MUST MEET THE GLASS GUARD LOADING REQUIREMENTS LISTED IN SBC 1607.8



11-02-16



AVG GRADE305' - 3"

1A303




15 24 3

10' - 2 3/8"

1' - 0 5/8"

8' - 2 1/4"

1' - 2 3/4"

8' - 4"

1' - 5"

30' - 0"

30' - 5"




9' - 0 3/8"

8' - 2 1/4"

8' - 4"

1A304

9' - 0"3' - 6"3' - 6"13' - 0"

29' - 0"

E N T R

L O U N G

TOILET H A L R O O F D E C

1' - 2"

FIREBLOCKING PER SRC 1x12 FASCIA @

FLOOR EDGE

F3

F3F4

R1

F2

SHOWE

PAD OUT TO ALIGN

WITH WALL BELOW

ROUGH HEIGHT

3' - 1"

36" RAILING

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:08

PM

A301

BUILDING

SECT

ION

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

15 of

56TH

STR

EET RE

SIDEN

CE

1/2" = 1'-0"1 EAST WEST SECTION LOOKING SOUTH 0 1' 8'2' 4'

NORTH



11-02-16



AVG GRADE305' - 3"

1A303




15 24 3




10' - 2 3/8"

1' - 0 5/8"

8' - 2 1/4"

1' - 2 3/4"

8' - 4"

1' - 5"

30' - 0"

30' - 5"

1' - 2"

9' - 0 3/8"

8' - 2 1/4"

8' - 4"

1A304

9' - 0"3' - 6"3' - 6"13' - 0"

29' - 0"

F3

F3

F2

R1

K I T C H E F A M I L

B E D R O O B A T H R O O H A L

S I T T I N G R O O M

B E D R O O M

6" SOFFIT CEILING FOR

PLMBG VENT

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:15

PM

A302

BUILDING

SECT

ION

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

16 of

56TH

STR

EET RE

SIDEN

CE

1/2" = 1'-0"1 EAST WEST SECTION LOOKING SOUTH 0 1' 8'2' 4' NORTH



11-02-16



AVG GRADE305' - 3"




1' - 5"

8' - 4"

1' - 2 3/4"

8' - 2 1/4"

1' - 0 5/8"

9' - 0 3/8"

1' - 2"

10' - 2 1/2"

A B C FE1A301

30' - 0"

30' - 5"




1A302

9' - 0 3/8"

1' - 2"

8' - 2 1/4"

8' - 4"

STEEL STRINGER, BY OTHERS

STEEL STRINGER, BY OTHERS

12' - 10" 14 TREADS @ 11"

9' - 5" 15 RISERS @ APPROX. 7-1/2"

9' - 11 1/2" 16 RISERS @ 7-1/2"

D

13' - 2" 15 TREADS @ 10-1/2"

LESS THAN 4", TYP

6" SPHERE CANNOT PASS THRU, TYP.

4' - 8" 7' - 1" 13' - 10 1/2" 14' - 10 1/2"6' - 0"

46' - 6"

LESS THAN 4", TYP

6" SPHERE CANNOT PASS THRU, TYP.

R O O F D E C KS I T T I N G R O O MH A L L

B E D R O O MH A L LL O U N G E

L I V I N G R O O M

F3

F2

F2

F3F4

F3F3.

RAILING 34"-38"

RAILING 34"-38"

VENT

VENT

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:20

PM

A303

BUILDING

SECT

ION

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

17 of

56TH

STR

EET RE

SIDEN

CE

1/2" = 1'-0"1 NORTH SOUTH SECTION LOOKING WEST 0 1' 8'2' 4'

NORTH



11-02-16



AVG GRADE305' - 3"




A B C FE1A301




1A302

1' - 5"

8' - 4"

1' - 2 3/4"

8' - 2 1/4"

1' - 0 5/8"

9' - 0 3/8"

1' - 2"

30' - 0"

30' - 5"

9' - 0 3/8"

1' - 2"

8' - 2 1/4"

8' - 4"

D

4' - 8" 7' - 1" 13' - 10 1/2" 14' - 10 1/2"6' - 0"

46' - 6"

F3 F4

F4F3

F3

F3

F3.

F4

R1

F2

F2

L O U N G E

S I T T I N G R O O MR O O F D E C K

B E D R O O M

K I T C H E NH A L LE N T R Y

R O O F D E C K

R O O F D E C K

VENT

VENT VENT

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:25

PM

A304

BUILDING

SECT

ION

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

18 of

56TH

STR

EET RE

SIDEN

CE

1/2" = 1'-0"1 NORTH SOUTH SECTION LOOKING WEST 0 1' 8'2' 4'

NORTH



11-02-16

WALL TYPE 1CONCRETE WALL1" = 1'-0"

EXTERIOR

INTERIOR WALLS

CONCRETE, THICKNESS PER STRUCT.

WALL TYPE 2EXTERIOR 2x6 WALL1" = 1'-0"

2x6 WOOD STUDS, 16" O.C.

R-21 BATT INSULATION

1/2" GWB

5/16" HARDIE PANEL

WRB

WALL TYPE 10INTERIOR 2x4 WALL


1/2" GWB

1/2" GWB

WALL TYPE 11INTERIOR 2x6 WALL


1/2" GWB

1/2" GWB

1

2

10 11

1" = 1'-0" 1" = 1'-0"

SHEATHING, PER STRUCT.

2x FURRING




1/2" GWB

5/16" HARDIE PANEL

WRB

3





1/2" GWB

3/4" T&G CEDAR

WRB

4




WRB

5SHEATHING, PER STRUCT.

FLOORS &

FLOOR TYPE 2SLAB ON GRADE1" = 1'-0"

4" SLAB ON GRADEF2

WASHED GRAVEL

FLOOR TYPE 1SLAB ON GRADE1" = 1'-0"

4" SLAB ON GRADE F1

WASHED GRAVEL

WATERPROOF MEMBRANE

3/4" RIGID INSULATION

FINISHED FLOOR, TBD

FLOOR TYPE 3WOOD FRAMED FLOOR1" = 1'-0"

F3.x

1/2" GWB

TJIs PER STRUCT

SUBFLOOR, PER STRUCT.

FINISHED FLOOR, TBD

FLOOR TYPE 4EXTERIOR ROOF DECK1" = 1'-0"

F4

1/2" GWB

DECK JOISTS, PER STRUCT.

SUBFLOOR, PER STRUCT.

DECKING & SLEEPER SYSTEM, TBD

TAPERED INSULATION @1/4" PER FOOT MINIMUM, DIRECTION PER PLAN

R-38 MIN SPRAY FOAM INSULATION

5/16" HARDIE PANEL



R-21 SPRAY FOAM INSULATION

1/2" GWB

WRB

6


3/4" T&G CEDAR

F3 F3.e

5/16" HARDIE PANEL

MIN. R-30 THERMAL BATT INSULATION

EXTERIOR

ROOF TYPE 1FLAT ROOF1" = 1'-0"

R1

1/2" GWB

RAFTERS, PER STRUCT.


T.P.O ROOFING

TAPERED INSULATION @1/4" PER FOOT MINIMUM, DIRECTION PER PLAN

R-38 MIN SPRAY FOAM INSULATION

3/4" PLYWOOD SUBFLOOR

ACOUSTIC BATT INSULATION

WALL TYPE 7EXTERIOR FLAT FRAMED WALL1" = 1'-0"

2x4 WOOD STUDS FLAT FRAMED, 16" O.C.

WRB

7

1/2" PLYWOOD

3/4" T&G CEDAR

1/2" PLYWOOD

WRB

3/4" T&G CEDAR

WALL TYPE 11SINTERIOR 2x6 SHEAR WALL


1/2" GWB

1/2" GWB

11S

1" = 1'-0"

PLYWOOD PER STRUCT.

WRB

PLYWOOD

5/16" HARDIE PANEL

WALL TYPE 8EXTERIOR 1‐HR RATED 2x4 WALLPER UL 3031" = 1'-0"


WRB


5/16" HARDIE PANEL

5/8" TYPE "X" GWB

1/2" CEMENT BOARD

ROOF TYPE 2GARAGE ROOF W/ SLOPED RAFTERS1" = 1'-0"

R2

1/2" GWB

SLOPED RAFTERS, SLOPE PER PLAN, RAFTERS PER STRUCT.


T.P.O ROOFING



WRB


5/16" HARDIE PANEL

1/2" GWB

T.P.O ROOFING

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:26

PM

A501

ASSEMBL

IES

142 NE 56

TH STR

EET

SEAT

TLE, W

A 98

105

19 of

56TH

STR

EET RE

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11-02-16

PREP

ARED

BY:

SAM KRA

FT 212

‐203

‐864

6

BLDG PER

MIT

D3 DESIGN/B

UILD

31


10/19/16

5:00:27

PM

A502

SCHED

ULES

142 NE 56

TH STR

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SEAT

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A 98

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WINDOW SCHEDULE

MARK LEVEL MFR DESCRIPTIONUNITWIDTH UNIT HEIGHT

ROUGHWIDTH

ROUGHHEIGHT

ROUGH SILLHEIGHT

ROUGH HEADHEIGHT U-VALUE REMARKS

1 FIRST FLOOR SLAB 1 MILGARD MONTECITO PICTURE 2' - 6" 7' - 0" 2' - 6 1/2" 7' - 0 1/2" 0' - 0" 7' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS, MULLED W/ WINDOW 2

2 FIRST FLOOR SLAB 1 MILGARD MONTECITO PICTURE 2' - 6" 2' - 0" 2' - 6 1/2" 2' - 0 1/2" 7' - 0" 9' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 1

3 FIRST FLOOR SLAB 1 MILGARD MONTECITO PICTURE 2' - 6" 7' - 0" 2' - 6 1/2" 7' - 0 1/2" 0' - 0" 7' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS, MULLED W/ WINDOW 4

4 FIRST FLOOR SLAB 1 MILGARD MONTECITO PICTURE 2' - 6" 2' - 0" 2' - 6 1/2" 2' - 0 1/2" 7' - 0" 9' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 3

5 FIRST FLOOR SLAB 1 MILGARD MONTECITO PICTURE 3' - 0" 2' - 0" 3' - 0 1/2" 2' - 0 1/2" 7' - 0" 9' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1

6 FIRST FLOOR SLAB 1 MILGARD MONTECITO AWNING 3' - 0" 2' - 0" 3' - 0 1/2" 2' - 0 1/2" 0' - 1 1/2" 2' - 2" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 7

7 FIRST FLOOR SLAB 1 MILGARD MONTECITO PICTURE 3' - 0" 8' - 0" 3' - 0 1/2" 8' - 0 1/2" 2' - 1 1/2" 10' - 2" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 6









16 FIRST FLOOR SLAB 2 MILGARD MONTECITO CASEMENT 2' - 0" 4' - 0" 2' - 0 1/2" 4' - 0 1/2" 2' - 11 3/4" 7' - 0 1/4" MIN 0.30 PER SREC TABLE 402.1.1


18 FIRST FLOOR SLAB 2 MILGARD MONTECITO PICTURE 3' - 0" 7' - 0" 3' - 0 1/2" 7' - 0 1/2" 0' - 0" 7' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1

19 FIRST FLOOR SLAB 2 MILGARD MONTECITO CASEMENT 2' - 4" 3' - 6" 2' - 4 1/2" 3' - 6 1/2" 2' - 11 1/2" 6' - 6" MIN 0.30 PER SREC TABLE 402.1.1


21 SECOND FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 3' - 0" 8' - 1 3/4" 3' - 0 1/2" 8' - 2 1/4" 0' - 0" 8' - 2 1/4" MIN 0.30 PER SREC TABLE 402.1.1





26 SECOND FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 3' - 8" 8' - 1 3/4" 3' - 8 1/2" 8' - 2 1/4" 0' - 0" 8' - 2 1/4" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

27 SECOND FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 3' - 0" 2' - 11 1/4" 3' - 0 1/2" 2' - 11 3/4" 0' - 0" 2' - 11 3/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 28

28 SECOND FLOOR SUBFLOOR MILGARD MONTECITO CASEMENT 3' - 0" 5' - 2 1/2" 3' - 0 1/2" 5' - 3" 2' - 11 1/4" 8' - 2 1/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 27

29 SECOND FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 3' - 0" 2' - 11 1/4" 3' - 0 1/2" 2' - 11 3/4" 0' - 0" 2' - 11 3/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 30

30 SECOND FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 3' - 0" 5' - 2 1/2" 3' - 0 1/2" 5' - 3" 2' - 11 1/4" 8' - 2 1/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 29



33 SECOND FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 2' - 4" 3' - 0" 2' - 4 1/2" 3' - 0 1/2" 0' - 0" 3' - 0 1/2" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 34

34 SECOND FLOOR SUBFLOOR MIGLARD MONTECITO CASEMENT 2' - 4" 3' - 7 3/4" 2' - 4 1/2" 3' - 8 1/4" 3' - 0" 6' - 8 1/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 33

35 SECOND FLOOR SUBFLOOR MILGARD MONTECITO CASEMENT 2' - 0" 3' - 7" 2' - 0 1/2" 3' - 7 1/2" 3' - 0 3/4" 6' - 8 1/4" MIN 0.30 PER SREC TABLE 402.1.1

36 SECOND FLOOR SUBFLOOR MILGARD MONTECITO CASEMENT 2' - 0" 3' - 7" 2' - 0 1/2" 3' - 7 1/2" 3' - 0 3/4" 6' - 8 1/4" MIN 0.30 PER SREC TABLE 402.1.1


38 THIRD FLOOR SUBFLOOR MILGARD MONTECITO AWNING 3' - 0" 1' - 7 1/2" 3' - 0 1/2" 1' - 8" 6' - 7 3/4" 8' - 3 3/4" MIN 0.30 PER SREC TABLE 402.1.1

39 THIRD FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 3' - 0" 1' - 7 1/2" 3' - 0 1/2" 1' - 8" 6' - 7 3/4" 8' - 3 3/4" MIN 0.30 PER SREC TABLE 402.1.1

40 THIRD FLOOR SUBFLOOR MILGARD MONTECITO AWNING 3' - 0" 1' - 7 1/2" 3' - 0 1/2" 1' - 8" 6' - 7 3/4" 8' - 3 3/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 41

41 THIRD FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 4' - 0" 1' - 7 1/2" 4' - 0 1/2" 1' - 8" 6' - 7 3/4" 8' - 3 3/4" MIN 0.30 PER SREC TABLE 402.1.1 MULLED W/ WINDOW 40

42 THIRD FLOOR SUBFLOOR MILGARD MONTECITO CASEMENT 2' - 6" 5' - 2 1/2" 2' - 6 1/2" 5' - 3" 3' - 1" 8' - 4" MIN 0.30 PER SREC TABLE 402.1.1

43 THIRD FLOOR SUBFLOOR MILGARD MONTECITO PICTURE 2' - 6" 5' - 2 1/2" 2' - 6 1/2" 5' - 3" 3' - 1" 8' - 4" MIN 0.30 PER SREC TABLE 402.1.1



46 THIRD FLOOR SUBFLOOR MIGLARD MONTECITO PICTURE 2' - 4" 5' - 2 1/2" 2' - 4 1/2" 5' - 3" 3' - 1" 8' - 4" MIN 0.30 PER SREC TABLE 402.1.1










DOOR SCHEDULEMARK LEVEL DESCRIPTION WIDTH HEIGHT U-VALUE REMARKS

A FIRST FLOOR SLAB 1 EXTERIOR FULL LITE SWING DOOR 3' - 0" 7' - 0" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

B FIRST FLOOR SLAB 2 EXTERIOR FULL LITE SLIDING DOOR 9' - 0" 7' - 0" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

C FIRST FLOOR SLAB 2 EXTERIOR FULL LIGHT SWING DOOR 2' - 6" 7' - 0" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

D SECOND FLOOR SUBFLOOR EXTERIOR FULL LIGHT SWING DOOR 3' - 0" 6' - 8" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

E SECOND FLOOR SUBFLOOR EXTERIOR FULL LITE SLIDING DOOR 6' - 0" 6' - 8" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

F THIRD FLOOR SUBFLOOR EXTERIOR FULL LIGHT SWING DOOR 2' - 8" 8' - 2" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

G THIRD FLOOR SUBFLOOR EXTERIOR FULL LITE SLIDING DOOR 9' - 0" 6' - 8" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

H THIRD FLOOR SUBFLOOR EXTERIOR FULL LIGHT SWING DOOR 2' - 8" 8' - 2" MIN 0.30 PER SREC TABLE 402.1.1 SAFETY GLASS

I GARAGE EXTERIOR SWING DOOR 3' - 0" 7' - 0" N/A, UNCONDITIONED GARAGE

J GARAGE OVERHEAD GARAGE DOOR 8' - 0" 7' - 0" N/A, UNCONDITIONED GARAGE

K FIRST FLOOR SLAB 2 INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

L SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

M SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

N SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 4" 6' - 8" N/A, INTERIOR

O SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

P SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

Q SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

R SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

S SECOND FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

T THIRD FLOOR SUBFLOOR INTERIOR WOOD SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR

U THIRD FLOOR SUBFLOOR INTERIOR GLASS SWING DOOR 2' - 6" 6' - 8" N/A, INTERIOR SAFETY GLASS

V THIRD FLOOR SUBFLOOR INTERIOR WOOD POCKET DOOR 2' - 6" 6' - 8" N/A, INTERIOR

INTERIOR

EXTERIOR



11-02-16

GENERAL STRUCTURAL NOTESTHE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS

CRITERIA

ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (IBC) 2012 EDITION, AND SEATTLE BUILDINGCODE (SBC) MODIFICATIONS TO THE IBC.

1.

DESIGN LOADING CRITERIAFLOOR LIVE LOAD (RESIDENTIAL)SNOWWIND

Kzt=1.0, GCpi=0.18, 110 MPH (RISK CATEGORY II), EXPOSURE "B"EARTHQUAKE

LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLSSDC D, Ie=1.0, Ss=1.283, S1=0.498, Sds=0.855, Sd1=0.499,Cs=0.132, R=6.5,SEISMIC DESIGN BASE SHEAR Vsx=11.55 KIPS

2.40 PSF25 PSF

METHOD - DIRECTIONAL PROCEDURE

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FORCOMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR

PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALLBE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINEDBY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOPDRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATIONCONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

4.

CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURALCOMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THEPLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION."

5.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK. THESTRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECTRESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDSRESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NODUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TOTHE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.

6.

CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT ANDSTRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGESSHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.

7.

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILSOF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THESTRUCTURAL ENGINEER.

8.

ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE,AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.

9.

GEOTECHNICAL

CONCRETE

CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTHOF f'c = 3000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARDAND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. STRUCTURAL DESIGN IS BASEDON A CONCRETE STRENGTH OF f'c = 2500 PSI, THEREFORE NO CONCRETE STRENGTH TESTINGREQUIRED.

ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-11, TABLE 4.4.1.

11.

THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX ISSUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL (2)WEEKSPRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OFCEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENTRATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI318-11 SECTION 5.3. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THECOST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THEENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLYWITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FORSPECIFIED PERFORMANCE.

12.

REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy =60 KSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40,fy = 40 KSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. SPIRAL REINFORCEMENTSHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60 KSI.

13.

DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCEWITH ACI 315-05 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT #6 AND SMALLER 48 BARDIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP CORNER BARS #5 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARSSHALL BE MADE IN ACCORDANCE WITH ACI 318-11, CLASS B. LAP ADJACENT MATS OF WELDEDWIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.

NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLYSO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.

14.

CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:

FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSEDTO EARTHFORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER)COLUMN TIES OR SPIRALS AND BEAM STIRRUPSSLABS AND WALLS (INT FACE)

15.

3"2"

1-1/2"1-1/2"

GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4"

EPOXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGSSHALL BE INSTALLED USING "SET-XP" EPOXY ADHESIVE AS MANUFACTURED BY THE SIMPSON STRONGTIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2508. SUBSTITUTIONSPROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTSINDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION ISREQUIRED. RODS SHALL BE ASTM A36, UNO.

16.

HEAVY DUTY THREADED CONCRETE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE "TITEN HDSCREW ANCHOR" AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICTACCORDANCE WITH ICC-ES REPORT ESR-2713, INCLUDING MINIMUM EMBEDMENT AND EDGEDISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FORREVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.

17.

EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG-BOLT"ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICTCONFORMANCE TO ICC-ES REPORT ESR-1771, INCLUDING MINIMUM EMBEDMENT AND EDGEDISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FORREVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.

18.

DRIVE PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (PDPWL-300MG, 0.145" DIAMETER, UNO) AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY OR ANAPPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2138. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1", UNO. MAINTAIN AT LEAST 3"TO NEAREST CONCRETE EDGE.

19.

GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITCSTANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BEACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL GLULAM BEAMSSHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI, UNO. ALL24F-V8 GLULAM BEAMS WILL BE SPECIFIED ON PLAN AND SHALL BE DOUGLAS FIR COMBINATION24F-V8, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIRCOMBINATION 3, L2D GRADE, Fc = 2300 PSI, Fb = 2000 PSI, E = 1900 KSI.

21.

MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESSAPPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPSNOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONALRESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBERSHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIRVENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITHALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWINGMINIMUM PROPERTIES:

PSL (2.2E)LVL (2.0E)LSL (1.55E)PSL COLUMN (1.8E)

DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION.ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECTAND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BESUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL ORGREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE INSIZE WITH MEMBERS PROVIDED.

MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% ORLESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THEMOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAYOCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE.

22.

Fb = 2900 PSIFb = 2600 PSIFb = 2325 PSIFc = 2400 PSI

E = 2200 KSIE = 2000 KSIE = 1550 KSIE = 1800 KSI

Fv = 290 PSIFv = 285 PSIFv = 310 PSIFv = 190 PSI

ANCHORAGE

WOOD

PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTSMANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOISTMANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT ANDSTRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTEDFOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOADCAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH

23.

PLYWOOD WEB JOIST PROVIDED.

PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE INCONFORMANCE WITH DOC PS-1 OR PS-2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.

WALL SHEATHING SHALL BE 7/16" or 1/2" (NOMINAL) WITH SPAN RATING 24/0

FLOOR SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24

WATERPROOF DECK SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24

FLAT ROOF SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24

ROOF SHEATHING SHALL BE 1/2" or 7/16" (NOMINAL) WITH SPAN RATING 32/16FOR ROOFS WITH A PITCH GREATER THAN 2:12

REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.

24.

ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITHAN APPROVED PRESERVATIVE OR (2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BEPROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.

25.

PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPASTANDARDS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTIONOF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO ARETENTION OF 0.40 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSEDTO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITHACQ-A TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B(UP TO A RETENTION LEVEL OF 0.21 PCF), SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT-GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECTCONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVELOF 0.41 PCF), CA-B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALLBE TYPE 304 OR 316 STAINLESS STEEL.

26.

TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSONCOMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2015. EQUIVALENT DEVICES BY OTHERMANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUALOR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BYMANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.

ALL 2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJIJOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL DOUBLE-JOISTSBEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIU" SERIES JOIST HANGERS.

WHERE CONNECTOR STRAPS CONNECT (2)MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS INEACH MEMBER.

ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERSCONNECTED.

27.

NOTCHES AND HOLES IN WOOD FRAMING:

SAWN LUMBER JOISTS AND RAFTERS: NOTCHES AT THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 THEJOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH,BE LONGER THAN 1/3 THE JOIST DEPTH, OR BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. HOLESSHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER SHALL NOTEXCEED 1/3 THE JOIST DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THEDIAMETER OF THE LARGEST HOLE OR 2" AND SHALL BE LOCATED A MINIMUM OF 2" FROM ANYNOTCH.

EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOTEXCEEDING 1/4 OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD WIDTHIS PERMITTED IN WOOD STUDS. HOLES SHALL NOT BE WITHIN 5/8" TO THE EDGE OF THE STUD.

OR 2" AND SHALL NOT BE LOCATED AT THE SAME SECTION AS A NOTCH.

CUTS, NOTCHES, AND HOLES IN MANUFACTURED LUMBER, PREFABRICATED PLYWOOD WEB JOISTS,AND PREFABRICATED TRUSSES ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS ORPERMITTED BY MANUFACTURER'S RECOMMENDATIONS.

30.

A.

B.

C.

SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE

ABBREVIATIONS

ØABADDLALTAPPROXARCH

BLKGBM

BOTCCLRCONT

DFDP

DSDWGS(E)EAEMBEDEQEQUIVEWEXPEXT

FRMGFTFTGGAGALV

GL

L

DIAMETERANCHOR BOLTADDITIONALALTERNATEAPPROXIMATEARCHITECT,

BLOCKINGBEAM

BOTTOMCENTERLINECLEARANCECONTINUOUS

DOUGLAS FIRDEEP, DEPTH

DRAG STRUTDRAWINGSEXISTINGEACHEMBEDMENTEQUALEQUIVALENTEACH WAYEXPANSIONEXTERIOR

FRAMINGFEETFOOTINGGAUGEGALVANIZED

GLUE LAMINATED

ARCHITECTURAL

TIMBERGRGT

HDHDRHFHGR

HORIZ

IBC

IRC

LLBSLONGLSL

LVL

MAXMBMFRMINMISC

ocOPP

OSB

PLYPREFABPSF

GRADEGIRDER TRUSS

HOLDOWNHEADERHEM FIRHANGER

HORIZONTAL

INTERNATIONALBUILDING CODE

INTERNATIONALRESIDENTIAL CODE

LENGTHPOUNDSLONGITUDINALLAMINATEDSTRUCTURAL LUMBERLAMINATED VENEERLUMBERMAXIMUMMACHINE BOLTMANUFACTURERMINIMUMMISCELLANEOUS

ON CENTEROPPOSITE

ORIENTED STRANDBOARD

PLYWOODPREFABRICATEDPOUNDS PERSQUARE FOOT

HM HIP MASTERPSI

PSL

PT

REQDSOG

STD

T&GTHRDTPLTRANSV

UNO

VERTWw/w/o

WTS

POUNDS PERSQUARE INCHPARALLEL STRANDLUMBERPRESSURE TREATEDLUMBER

REQUIREDSLAB ON GRADESQUARESTANDARDSHEARWALLTONGUE AND GROOVETHREADEDTRIPLETRANSVERSETYPICALUNLESS NOTEDOTHERWISEVERTICALWIDE OR WIDTHWITHWITHOUTWELDED HEADEDSTUDWELDED THREADEDSTUDWELDED WIRE MESH

REINF REINFORCING

SQ

SW

TYP

WHS

WWM

BOE BOTTOM OFEXCAVATION

DBL DOUBLE

HT HEIGHT

JSTKKP

JOISTKIPS (1000 LBS)KING POST

PLF POUNDS PER LINEARFOOT

NTS NOT TO SCALENO NUMBER

INT INTERIOR

DN DOWN

FDN FOUNDATION

GWB GYPSUM WALLBOARD

± PLUS OR MINUS

WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS:

ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THEMINIMUM STANDARDS OF THE IBC, THE AITC "TIMBER CONSTRUCTION MANUAL", AND THE AF&PA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, SHALL CONFORM TO TABLE 2304.9.1. OF THE IBC, UNO. COORDINATE THE SIZE AND LOCATION OF ALLOPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDSSHALL BE SPACED AT 16"oc, UNO. (2)STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALLWALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS.(2)2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, UNO. NAILMULTI-MEMBER HEADERS WITH (2)ROWS 10d AT 12"oc. SOLID BLOCKING FOR WOOD COLUMNSSHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLIDAT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.

ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATEAND BOTTOM PLATE TO EACH STUD WITH (3)10d NAILS. FACE NAIL DOUBLE TOP PLATES WITH 10dAT 12"oc AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE (12)10d NAILS AT 4"oc EACH SIDE OFJOINT. AT TOP PLATE INTERSECTIONS PROVIDE (3)10d FACE NAILS.

ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOWWITH (2)ROWS OF 12d NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETERANCHOR BOLTS AT 4'-0"oc EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A MINIMUM OF(2)BOLTS PER PLATE SECTION WITH (1)BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4-1/2"FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BENAILED TO EACH OTHER WITH (2)ROWS OF 10d AT 16"oc. UNLESS NOTED OTHERWISE, GYPSUMWALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH#6 x 1-1/4" TYPE S OR W SCREWS AT 12"oc. UNLESS NOTED OTHERWISE, 7/16" OR 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8dNAILS AT 6"oc AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS AT 12"oc. ALLOW 1/8" SPACINGAT ALL PANEL EDGES AND PANEL ENDS.

FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THATEXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS ORROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL TIMBER JOISTS TOSUPPORTS WITH (3)10d NAILS AND NAIL TJI JOISTS TO SUPPORTS WITH (2)10d NAILS. ATTACHJOISTS TO BEAMS WITH SIMPSON JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAILALL MULTI-JOIST BEAMS TOGETHER WITH (2)ROWS 10d AT 12"oc. TOENAIL RIM JOIST TO TOPPLATE WITH 10d AT 6"oc. TOENAIL BLOCKING BETWEEN JOISTS TO TOP PLATE WITH (3)10d NAILS.

UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BELAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"oc WITH 8d NAILS TOFRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"oc TOINTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEENJOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALLHAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8"SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKINGTO SUPPORTS WITH 10d AT 12"oc, UNO.

29.

A.

B.

C.

ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BEVERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS AREFOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATIONREDESIGN.

FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHEDGRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNO.

BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FORSUBSURFACE DRAINAGE.

ALLOWABLE SOIL PRESSURELATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED)TRAFFIC SURCHARGECOEFFICIENT OF FRICTION

10.

2000 PSF50 PCF/35 PCF

70 PSF0.35

WOOD FASTENERS

NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:

SIZE8d10d12d16d

IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONSTO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL.

NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TOFACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.

ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THEHEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAGSCREWS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(2012 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARENOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1/32"TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELYALIGNED IN MAIN MEMBERS AND SIDE PLATES/MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN.

SDS SERIES WOOD SCREWS CALLED OUT ON PLAN SHALL BE "SIMPSON STRONG-DRIVE" WOODSCREWS BY SIMPSON COMPANY, AND INSTALLED IN STRICT ACCORDANCE TO ICC-ES REPORTESR-2236. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDEDTHEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. LAG SCREWSARE NOT AN EQUIVALENT SUBSTITUTION.

28.

COMMONGUNGUNGUN

TYPE LENGTH DIAMETER

A.

B.

C.

2-1/2"3"3-1/4"3-1/2"

0.131"0.131"0.131"0.131"

ELECTRICAL, MECHANICAL, PLUMBING, AND DRAINAGE SYSTEMS SHALL BE DESIGNED TO31.ACCOMMODATE THE DIFFERENTIAL SHRINKAGE OR MOVEMENT OF THE WOOD STRUCTURE (3/8” PERFLOOR).

ALL 2x LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED INCONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISHTO THE FOLLOWING MINIMUM STANDARDS:

JOISTSAND BEAMS

BEAMS

POSTS

STUDS, PLATES AND MISC FRAMING

20.

(2x AND 3x MEMBERS)

(4x MEMBERS)

(6x AND LARGER)

(4x MEMBERS)

(6x AND LARGER)

HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2

HEM-FIR NO 2 OR SPRUCE-PINE-FIR NO 2MINIMUM BASE VALUE, Fb = 850 PSI

DOUGLAS FIR-LARCH NO 2MINIMUM BASE VALUE, Fb = 900 PSI

DOUGLAS FIR-LARCH NO 2MINIMUM BASE VALUE, Fb = 875 PSI

DOUGLAS FIR-LARCH NO 2MINIMUM BASE VALUE, Fc = 1350 PSI

DOUGLAS FIR-LARCH NO 2MINIMUM BASE VALUE, Fc = 600 PSI

STEEL

WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. HP SHAPES SHALL CONFORM TOASTM A572 GRADE 50, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TOASTM A36, Fy = 36 KSI. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI (SQUARE ANDRECTANGULAR), Fy = 42 KSI (ROUND). CONNECTION BOLTS SHALL CONFORM TO ASTM A325, UNO.

32.

ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BEPERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS(AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BEMADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES(F)AND 40 FT-LBS AT 70 DEGREES(F), AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURERCERTIFICATION.

33.

S1.0

NOTESSTRUCTURALGENERAL

SCALE - NTS

CC

OPY

RIG

HT

2

015

MA

LSA

M T

SAN

G E

NG

INEE

RIN

G C

ORP

ORA

TIO

N -

ALL

RIG

HTS

RES

ERV

ED

56TH

STR

EET

RESI

DEN

CE

142

NE

56TH

STR

EET

SEA

TTLE

, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT

425.681.1596 TSEEK ARCHITECTURE LLC

DRAWN TTH, KDSPROJECT NO 0229.2016.02.01

REV DESCRIPTION DATE

PERMIT SET8.29.16

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MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

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E

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RESIG TDE

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Subj

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11-0

2-16

FOUNDATION PLANFIRST FLOOR WALLS SHOWN DASHED

PLAN NOTES LEGEND FOOTNOTES

ALIGN w/ STRAPS ABOVE

N

EMBED HOLDOWN ANCHOR BOLT INTO FOOTING PER 3/S3.1 AND 11/S3.0

HDU5

A

B

C

D

E

F

1 2 3 4 5

STRUCTURAL WALL ABOVE

CONCRETE WALL BELOW

PLUMBING PENETRATION ABOVE

FOOTING SCHEDULEMARK

1'-6" SQ x 8" DP

SIZE

2'-0" SQ x 8" DP

2'-0" SQ x 16" DP

REINFORCING

(2)#4 EW BOT

(3)#4 EW BOT

(3)#4 EW BOT

A

B

C

E 3'-6" SQ x 12" DP (5)#4 EW BOT

I 2'-0" W x 8" DP #4 AT 12"oc EW BOT

BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE, UNO.

REFER TO SHEET S3.0 FOR TYPICAL FOUNDATION AND CONCRETE DETAILS.

REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR ADDITIONAL REQUIREMENTS.

DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.

1.

3.

6.

7.

SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH 6x6 W1.4 x W1.4 WWMCENTERED IN SLAB. PROVIDE RIGID INSULATION AT INTERIOR SPACES AND VAPOR BARRIERBELOW SLAB PER ARCHITECTURAL DRAWINGS OVER 4" MINIMUM FREE DRAINING GRAVEL

2.

OVER FIRM NATIVE SOILS OR STRUCTURAL FILL PER SOILS ENGINEER.

STEP PER ARCH

SLAB ON GRADEPER PLAN NOTE 2

TYPICAL OPEN DECK FRAMING CONSISTS OF DECKING PER ARCHITECTURAL DRAWINGS OVER

ALL HEADERS SHALL BE PT 4x8, UNO. PROVIDE PT 4x6 POST AT SPLICES, PT 4x4 POSTS ELSE-

PT 2x8's AT 16"oc, UNO.

WHERE, UNO. REFER TO DETAIL 6/S3.1 FOR ADDITIONAL REQUIREMENTS.

4.

5.

4/S3.1

11/S3.1

4/S3.1

HDU8

HDU8

1'-0

"

12/S3.1

3/S3.1

LSTHD8

LSTHD8

LSTHD8

LSTHD8

HDU8

HDU8

4/S3.1

STHD

14

STHD

14 8/S3.1

STHD

14

(4)EQ SPACES

7/S3.1

1

2

B

E E

1

1

1

1

2 2

F

C

D

I

ATYP

TYPICAL HEADERSPER PLAN NOTE 5, UNO

TYPICAL OPEN DECK FRAMINGPER PLAN NOTE 4, UNO

6/S3.1

CENTER FOOTING UNDER HOLDOWN ANCHOR BOLT3

D 2'-6" SQ x 12" DP (4)#4 EW BOT

F 4'-0" SQ x 16" DP (7)#4 EW BOT

3

I2'-0" 2'-0" 3'-0"

1'-0"1'-0"

ABU

46 TYP

(2)EQ SPACES

ABU46TYP

A

CB

11/S3.1

S2.1

PLANFOUNDATION

SCALE - 1/4" = 1'-0"

CC

OPY

RIG

HT

2

015

MA

LSA

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981

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PRINCIPALENGINEER

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ARCHITECT




PERMIT SET8.29.16

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ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

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IV

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RSu

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11-0

2-16

A

B

C

D

E

F

1 2 3 4 5

SECOND FLOOR FRAMING PLANSECOND FLOOR WALLS SHOWN DASHED

FIRST FLOOR WALLS SHOWN SOLID


BEARING LOCATION FOR JOISTS

N

1

2

3

ALIGN w/ STRAPS(S) ABOVE

OFFSET STRAP 1'-0" FROM END OF WALL

STRUCTURAL WALL BELOW


HEADER/BEAM BELOW FRAMING - TYP

SPAN AND EXTENTS


HORIZ CS16 x 3'-0" - BEAM TO BEAM,

DRAG STRUT - NAIL THRU SHEATHING w/ 8d AT 4"ocDSINTO ENTIRE LENGTH OF MEMBER

NUMBER OF BUILT UP STUDS(x)

HTS30C - BEAM TO TOP PLATE

TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24)

GLUE AND NAIL FLOOR AND DECK SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND

"SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON

PROVIDE (2)BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS AND BEAMS 6'-0" IN

WHERE POSTS OCCUR, PROVIDE SOLID VERTICAL GRAIN BLOCKING THRU FLOOR TO MATCHING

REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS.


DO NOT SCALE DRAWINGS. REFER TO ARCH DRAWINGS FOR ALL DIMENSIONS.

OVER 11-7/8" TJI 210's AT 16"oc, UNO. PROVIDE DBL JOISTS UNDER ALL PARALLEL PARTITIONSTHAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH.

OVER SHEARWALLS AND AT 12"oc IN FIELD, UNO.

4/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO.

SUPPORTS BELOW, UNO.

LENGTH AND OVER, UNO.

TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's or 2x6's AT16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO.

1.

3.

4.

6.

7.

9.

10.

11.

8.

ALL REQUIRED HEADERS ARE SHOWN ON PLAN AND SHALL BE (2)2x8, UNO. REFER TO DETAIL8/S4.0 FOR ADDITIONAL REQUIREMENTS.

5.

TYPICAL FLOOR FRAMINGPER PLAN NOTE 1, UNO

TYPICAL WATERPROOFDECK FRAMINGPER PLAN NOTE 2, UNO

ALL EXTERIOR WALLS SW6PER PLAN NOTE 4, UNO

TYPICAL WALL FRAMINGPER PLAN NOTE 8, UNO

ALL REQUIRED HEADERS ARE SHOWN

TO SPAN OVER EXT OPENINGS ANDON PLAN PER PLAN NOTE 5. CONT RIM

ARE NOT PROVIDED, UNO.

HANG JOISTS TO RIM OR BEAM w/IUS SERIES HANGER WHERE HEADERS

FLUSH ROOF BEAM SCHEDULE

RB1

MARK

LSL 1-3/4 x 9-1/2

SIZE

HUS1.81/10

HANGER

HGUS5.50/10

HHUS410RB2

RB3

GL 3-1/2 x 9-1/2

HGUS7.25/10RB4 PSL 7 x 9-1/2

BRG STUDS

2

2

3

4

HHUS410LSL 3-1/2 x 9-1/2 2

HGUS5.50/10PSL 5-1/4 x 9-1/2 3

OR

GL 5-1/2 x 9-1/2 OR

1 ALL GLULAM BEAMS ARE 24F-V4 - UNO

2 PROVIDE HUC410 WHERE REQUIRED - UNO

2

1

FLUSH BEAM SCHEDULE

B1

MARK

LSL 1-3/4 x 11-7/8

SIZE

HUS1.81/10

HANGER

HGUS5.50/10

HHUS410B2

B3

GL 3-1/2 x 11-7/8

HGUS7.25/10B4 PSL 7 x 11-7/8

BRG STUDS

2

2

3

4

HHUS410LSL 3-1/2 x 11-7/8 2

HGUS5.50/10PSL 5-1/4 x 11-7/8 3

OR

GL 5-1/2 x 11-7/8 OR



2

1

B5 LSL 1-3/4 x 14 HUS1.81/10

HGUS5.50/12

HHUS410B6

B7

LSL 3-1/2 x 14

PSL 5-1/4 x 14

HGUS7.25/12B8 PSL 7 x 14

2

2

3

4

2

4 PROVIDE 1/4"Ø x 6" SDS SCREWS AT 24"oc - UNDERSIDE OF TOP PLATE INTO BEAM5 PROVIDE (2)1/4"Ø x 8" GALVANIZED SCREWS AT 24"oc - POST TO POST -

COUNTERSINK AND PLUG

(2)HORIZ CS16 x 3'-0" - BEAM TO BEAM

TYPICAL WATER PROOF DECK FRAMING CONSISTS OF DECKING PER ARCH (5 PSF MAX) OVERTAPERED RIGID INSULATION PER ARCH OVER 3/4" T&G APA RATED SHEATHING (SPAN RATING

2.

48/24) OVER 2x8's AT 16"oc, UNO.

6x6 C

EDA

R6x

6

5

SW36x6

6x6

6x6

CS1

6

4/S4.2 CS1

6

CS1

6

3

HSS 3 x 3 x 3/16ECCLROQ

B2

B3

8/S4.1

4/S4.1

GL 3-1/2 x 9-1/2

(4)

SW3

12/S4.1

B2

7/S4.1

(2)(2)CS16

(2)(2)CS16

6x6

2

2

B2

HUC

(2)(2)CS162

(2)(2)CS162 (5) 6x10

B1

PSL

5-1/

4 x

7

B4 DS

2727 WESTERN AVENUEVANDEVENTER + CARLANDER

SEATTLE, WA 98121206.323.8770 T

SUITE 202

HUC

CONT B4 DS

6x6

6x6

(2)C

S16

(2)C

S16SW2

1

4/S4.1

8/S4.1

11/S4.1

B2

6x6

6x6

6x6

6x6

6x6

CED

AR

6x6

CO

NT

B3 D

S

CONT 4x8

SW2

11/S4.2

6x6

HSS 3 x 3 x 3/16ECCLROQ

B2 B3 4

HUCQ

NORTH SIDETYP

5

SOUTH SIDETYP

OR RIM TO RIM

BLOCK DIAPHRAGM - PROVIDE FLAT 2x4 BLKG w/8d AT 4"oc AT ALL PANEL EDGES AND 8d AT 12"ocIN THE FIELD

6 PROVIDE (2)A35 TOP AND BOTTOM OF POST7 POST PER PLAN w/ (2)A35 TOP AND CB BOTTOM

6

6 6

6

6

6x6

6

7

B1 D

SB1

4'-0

"

6x8

4

S2.2

FRAMING PLANSECOND FLOOR

SCALE - 1/4" = 1'-0"

CC

OPY

RIG

HT

2

015

MA

LSA

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STR

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SEA

TTLE

, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

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E

E

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RESIG TDE

HSF WA I NGTON

R

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ect t

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and

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APPR

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THE

CITY

OF

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TLE

DEPA

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OF

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CTIO

N A

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ON

S

11-0

2-16

A

B

C

D

E

F

1 2 3 4 5

THIRD FLOOR FRAMING PLANTHIRD FLOOR WALLS SHOWN DASHED

SECOND FLOOR WALLS SHOWN SOLID


PROVIDE 1/4"Ø x 6" SDS SCREWS AT 24"oc - UNDERSIDE OF TOP PLATE INTO BEAM

N

1

2

3

SISTER BEAMS TOGETHER w/ (2)ROWS 1/4"Ø x 4-1/2" SDS SCREWS AT 12"oc

TYPICAL FLOOR FRAMINGPER PLAN NOTE 1, UNO

TYPICAL WATERPROOFDECK FRAMINGPER PLAN NOTE 2, UNO





ARE NOT PROVIDED, UNO PROVIDE


CS16 x 30" AT ALL RIM JOIST SPLICES




SPAN AND EXTENTS


HORIZ CS16 x 3'-0" - BEAM TO BEAM,



TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24)

GLUE AND NAIL FLOOR AND DECK SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND

TYPICAL WATER PROOF DECK FRAMING CONSISTS OF DECKING PER ARCH (5 PSF MAX) OVER







OVER 14" TJI 110's AT 16"oc, UNO. PROVIDE DBL JOISTS UNDER ALL PARALLEL PARTITIONSTHAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH.

OVER SHEARWALLS AND AT 12"oc IN FIELD, UNO.

TAPERED RIGID INSULATION PER ARCH OVER 3/4" T&G APA RATED SHEATHING (SPAN RATING




ALL REQUIRED HEADERS ARE SHOWN ON PLAN. REFER TO DETAIL 8/S4.0 FOR ADDITIONALREQUIREMENTS.


1.

3.

2.

4.

6.

7.

9.

10.

11.

5.

8.


RB1

MARK

LSL 1-3/4 x 9-1/2

SIZE

HUS1.81/10

HANGER

HGUS5.50/10

HHUS410RB2

RB3

GL 3-1/2 x 9-1/2

HGUS7.25/10RB4 PSL 7 x 9-1/2

BRG STUDS

2

2

3

4

HHUS410LSL 3-1/2 x 9-1/2 2

HGUS5.50/10PSL 5-1/4 x 9-1/2 3

OR

GL 5-1/2 x 9-1/2 OR



2

1

FLUSH BEAM SCHEDULE

B1

MARK

LSL 1-3/4 x 11-7/8

SIZE

HUS1.81/10

HANGER

HGUS5.50/10

HHUS410B2

B3

GL 3-1/2 x 11-7/8

HGUS7.25/10B4 PSL 7 x 11-7/8

BRG STUDS

2

2

3

4

HHUS410LSL 3-1/2 x 11-7/8 2

HGUS5.50/10PSL 5-1/4 x 11-7/8 3

OR

GL 5-1/2 x 11-7/8 OR



2

1

B5 LSL 1-3/4 x 14 HUS1.81/10

HGUS5.50/12

HHUS410B6

B7

LSL 3-1/2 x 14

PSL 5-1/4 x 14

HGUS7.25/12B8 PSL 7 x 14

2

2

3

4

2

4 HANGER PER PLAN w/ ONE FLANGE CONCEALED5 CONTINUOUS 6x10 CEDAR POST FROM LEVEL 2 TO ROOF - NOTCH AROUND RIM TO

6 CONTINUOUS 6x10 CEDAR POST FROM LEVEL 2 TO ROOF - RIP TO 5-1/2" FROM LEVEL 2 TO

7 PROVIDE (2)A34 BOTTOM OF POST

PROVIDE HORIZ CS16 x 6'-0" UNDER FLOOR FRAMING - LAP BEAM 1'-6" AND NAIL TOUNDERSIDE OF FULL DEPTH 2x BLKG (3)BAYS MIN AND PROVIDE 8d AT 4"oc THRUSHEATHING INTO BLKG

5-1/2" AND ATTACH w/ (2)1/4"Ø x 8" GALVANIZED SDS SCREWS INTO RIM -

LEVEL 3 - ATTACH TO POST w/ (2)1/4"Ø x 8" GALVANIZED SDS SCREWS AT 24"oc INTO

OR BEAM TO JOIST

BLOCK DIAPHRAGM - PROVIDE FLAT 2x4 BLKG w/8d AT 4"oc AT ALL PANEL EDGES AND PERIMETEROF AREA AND 8d AT 12"oc IN THE FIELD

48/24) OVER 2x10's AT 16"oc, UNO.

7

5

6x6

GL 5-1/2 x 9

(3)

CS1

6

CS1

6

CS1

6

CS1

6

SW4

4/S4.2

GL

5-1/

2 x

9

1

GL

5-1/

2 x

9

(2)CS16

(2)CS16(2)

7/S4.1

3/S4.13/S4.1

(2)2

x8

(2) (2)CS16

(3)(2) (2)CS16 (3) (5) CONT B7 DS

B5

CONT B7CONT B7

RIM

RIM

SW3

9

(5)

7/S4.1

B5

B8 DS

GL

5-1/

2 x

9

1

GL

5-1/

2 x

9

1

4/S4.2

GL

5-1/

2 x

21BO

T FL

USH

B5

B5

6x10CCQ

3

MGU

GL

5-1/

2 x

9

6x6

6x6

6x6

6x6

6x6

6x6

4/S4.2

CO

NT

JOIS

T

GL

5-1/

2 x

9

6

7

2x10

'S A

T 12

"oc

(2)

2/S4.2

7/S4.1

COUNTERSINK AND PLUG

POST AND (2)1/4"Ø x 8" GALVANIZED SDS SCREWS INTO RIM - COUNTERSINK AND PLUG

SOUTH SIDETYP

NORTH SIDETYP

4/S4.2

THA

I

6/S4.1

8 POST ABOVE w/ BASE PLATE CONNECTION PER 9/S4.09 SISTER JOIST TO BEAM w/ (3)10d AT 12"oc

10 2x10 LEDGER w/ (3)10d AT 12"oc11 POST PER PLAN w/ (2)A35's TOP AND BOTTOM12 HORIZONTAL CS16 x 3'-0" - UNDERSIDE OF BEAM TO UNDERSIDE OF BEAM13 VERTICAL HTS30C - BEAM TO POST

6x611

1

HUC

11

GL 5-1/2 x 91

13

12

10

8

GL 5-1/2 x 91

11 11 11 11 111

2

HGU

4

S2.3

FRAMING PLANTHIRD FLOOR

SCALE - 1/4" = 1'-0"

CC

OPY

RIG

HT

2

015

MA

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, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

ESS NO ALGNE

E

E

O

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RESIG TDE

HSF WA INGTON

R

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ect t

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rors

and

Om

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ons

APPR

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D

THE

CITY

OF

SEAT

TLE

DEPA

RTM

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OF

CON

STRU

CTIO

N A

ND

INSP

ECTI

ON

S

11-0

2-16

A

B

C

D

E

F

1 2 3 4 5

ROOF FRAMING PLANTHIRD FLOOR WALLS SHOWN SOLID


BEARING LOCATION FOR RAFTERS

N

1

2

3

HANGER PER PLAN - INSTALL UPSIDE DOWN

SISTER BEAMS w/ (2)ROWS 1/4"Ø x 8" SDS SCREWS AT 12"oc

6x10

TYPICAL ROOF FRAMINGPER PLAN NOTE 1, UNO





ARE NOT PROVIDED, UNO PROVIDE


CS16 x 30" AT ALL RIM JOIST SPLICES

TYPICAL ROOF FRAMING CONSISTS OF TAPERED INSULATION PER ARCH OVER 3/4" T&G APA RATED

NAIL ROOF SHEATHING w/ 8d AT 6" oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND




SHEATHING (SPAN RATING 48/24) OVER 9-1/2" TJI 110's AT 16"oc, UNO. PROVIDE H8 CLIPS EACH

AT 12"oc IN FIELD, UNO.



END OF ALL RAFTERS, H8 EACH SIDE OF MULTIPLE RAFTERS, UNO.


TYPICAL WALL FRAMING CONSISTS OF 2x4's or 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's or2x6's AT 16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO.

1.

2.

3.

5.

6.

7.




8.

9.

10.

ALL REQUIRED HEADERS ARE SHOWN ON PLAN AND SHALL BE (2)2x8, UNO. REFER TO DETAIL8/S4.0 FOR ADDITIONAL REQUIREMENTS.

4.



SPAN AND EXTENTS


HORIZ CS16 x 3'-0" - BEAM TO BEAM



RB1

MARK

LSL 1-3/4 x 9-1/2

SIZE

HUS1.81/10

HANGER

HGUS5.50/10

HHUS410RB2

RB3

GL 3-1/2 x 9-1/2

HGUS7.25/10RB4 PSL 7 x 9-1/2

BRG STUDS

2

2

3

4

HHUS410LSL 3-1/2 x 9-1/2 2

HGUS5.50/10PSL 5-1/4 x 9-1/2 3

OR

GL 5-1/2 x 9-1/2 OR



2

1

FLUSH BEAM SCHEDULE

B1

MARK

LSL 1-3/4 x 11-7/8

SIZE

HUS1.81/10

HANGER

HGUS5.50/10

HHUS410B2

B3

GL 3-1/2 x 11-7/8

HGUS7.25/10B4 PSL 7 x 11-7/8

BRG STUDS

2

2

3

4

HHUS410LSL 3-1/2 x 11-7/8 2

HGUS5.50/10PSL 5-1/4 x 11-7/8 3

OR

GL 5-1/2 x 11-7/8 OR



2

1

B5 LSL 1-3/4 x 14 HUS1.81/10

HGUS5.50/12

HHUS410B6

B7

LSL 3-1/2 x 14

PSL 5-1/4 x 14

HGUS7.25/12B8 PSL 7 x 14

2

2

3

4

2

4 BEAM TO BEAR ON POST AND ATTACH w/(2)3/8"Ø LAG SCREWS -

5 POST CONTINUOUS FROM LEVEL 2 TO ROOF

TOP OF BEAM INTO POST - EMBED 5" MINIMUM

RB2

HUC

CED

AR

5

CJT

4

11/S4.2

(6)

RB2

RB3

11/S4.2

RB3

DS

RB2HSS 3 x 3 x 3/16

CCOQ

21

RB3 DS

RB3

SW4

SW4RB2 (2)2x10

SW4

12/S4.2

3

(4)

SW4

6x10

CED

AR

5

CJT

4

(6)

12/S4.2

6x10

CED

AR

6x10

CED

AR

12/S4.2

HUCQ

SOUTH SIDETYP

NORTH SIDETYP

6 VERTICAL MULLION w/ (2)STUDS MINIMUM w/ A35 TOP TO RIM/BEAM AND

7 POST PER PLAN w/ BASE PLATE CONNECTION PER 9/S4.0

A35 BOTTOM TO BOTTOM PLATE

RB1

RIM

2

6

6

6

6 6

6

6

6 6

6

6

7

S2.4

PLANROOF FRAMING

SCALE - 1/4" = 1'-0"

CC

OPY

RIG

HT

2

015

MA

LSA

M T

SAN

G E

NG

INEE

RIN

G C

ORP

ORA

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RIG

HTS

RES

ERV

ED

56TH

STR

EET

RESI

DEN

CE

142

NE

56TH

STR

EET

SEA

TTLE

, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

ESS NO ALGNE

E

E

O

RP

R

TAS

ET

RESIG TDE

HSF WA INGTON

R

Subj

ect t

o Er

rors

and

Om

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ons

APPR

OVE

D

THE

CITY

OF

SEAT

TLE

DEPA

RTM

ENT

OF

CON

STRU

CTIO

N A

ND

INSP

ECTI

ON

S

11-0

2-16

FOUNDATION NOTES

2

BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE, UNO.

SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH 6x6 W1.4 x W1.4 WWM

REFER TO SHEET S3.0 FOR TYPICAL FOUNDATION AND CONCRETE DETAILS.


DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.

CENTERED IN SLAB. PLACE SLAB OVER 4" MIN FREE DRAINING GRAVEL OVER FIRMNATIVE SOILS OR STRUCTURAL FILL PER SOILS ENGINEER.

1.

2.

3.

4.

5.

SLAB ON GRADEPER PLAN NOTE 2

FOUNDATION PLAN N ROOF FRAMING PLAN N

TYPICAL ROOF FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24)

NAIL ROOF SHEATHING w/ 8d AT 6" oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND



OVER 2x12's AT 24"oc, UNO. PROVIDE H2.5A CLIPS EACH END OF ALL RAFTERS, H2.5A EACH SIDE

AT 12"oc IN FIELD, UNO.


OF MULTIPLE RAFTERS, UNO.


ALL REQUIRED HEADERS ARE SHOWN ON PLAN. REFER TO DETAIL 8/S4.0 FOR ADDITIONALREQUIREMENTS.


1.

2.

3.

5.

4.

6.




7.

8.

9.


LEGEND

CONCRETE WALL BELOW


SPAN AND EXTENTS

FOOTNOTES

HEADER TO BE PLACE IMMEDIATELY ABOVE OPENING1

ROOF FRAMING NOTES

RAISED CONCRETE WALL

4/S3.1

4/S3.1

LSTHD8

LSTHD8

LSTHD8

LSTHD8

RAISED 8" CONC WALLPER 10/S3.1

RAISED 8" CONC WALLPER 10/S3.1

7/S4.2

8/S4.2

SW4

SW4

TYPICAL STICK ROOF FRAMINGPER PLAN NOTE 1, UNO



TYPICAL HEADERSPER PLAN NOTE 4 UNO

(2)2x8

1

4x10

4x4

4x4

4x4

4x4

STRAP HEADER TO SHEARWALL PER 10/S3.12

2

S2.5

AND FDN PLANROOF FRAMINGGARAGE

SCALE - 1/4" = 1'-0"

CC

OPY

RIG

HT

2

015

MA

LSA

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STR

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TTLE

, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

ESS NO ALGNE

E

E

O

RP

R

TAS

ET

RESIG TDE

HSF WA INGTON

R

Subj

ect t

o Er

rors

and

Om

issi

ons

APPR

OVE

D

THE

CITY

OF

SEAT

TLE

DEPA

RTM

ENT

OF

CON

STRU

CTIO

N A

ND

INSP

ECTI

ON

S

11-0

2-16

HOLDOWN STUDS/POST

HDU HOLDOWN

SHEARWALL PER PLAN

FRAMING CONTWHERE OCCURS

CONT #4 x 6'-0" EA SIDE OFAB (WRAP AROUND CORNER

ALL-THREADPER SCHEDULE

PER SCHEDULE

AS REQD) AT HDU8

PROVIDE PANEL EDGENAILING OVER ALL HOLDOWNSTUDS OR (2)ROWS AT POST

HOLDOWN CAN BEATTACHED TO BEARING(TRIMMER) STUDS

SSTB PER SCHEDULE

SB PER SCHEDULE

w/ SDS 1/4"Ø x 2-1/2" SCREWS

PLATE WASHERPER SCHEDULE

NAIL MULTIPLEHOLDOWN STUDSw/ (2)10d AT 6"oc

HD POSTAT STEMWALL AT FOOTING

(2)2x4 (2)2x65/8"Ø12-5/8"18"

7/8"Ø - SB7/8 x 24

5/8"Ø - SB5/8 x 245/8"Ø - SSTB16(L)

ALL-THREAD

5/8"Ø - SB5/8 x 24

WASHEREMBEDABHDU2

HDU5HDU8

HDU418"18"

5/8"Ø5/8"Ø7/8"Ø

9"9"

EMBED

9"12"

1

4x WALL 6x WALL

(2)2x4(2)2x4

4x6

HDU HOLDOWN SCHEDULE

(2)2x6(2)2x6

6x6

2

A307 ALL-THREAD w/ PLATE WASHER PER SCHEDULE AND

MINIMUM SIZE OF POST UNO ON FRAMING PLANS

1

2

DOUBLE NUT BOTTOM OR EQUIVALENT SIMPSON PAB

PLANMARK

1-3/4"SQ x 1/21-3/4"SQ x 1/21-3/4"SQ x 1/22-1/2"SQ x 1/2

INSTALL OVER SHEATHING

PROVIDE PANEL EDGENAILING OVER ALL HOLDOWNSTUDS OR (2)ROWS AT POST

HOLDOWN CAN BEATTACHED TO BEARING(TRIMMER) STUDS

LEAVE STRAP UN-NAILED


STHD10(RJ)STHD14(RJ)

NAILS

(28)16d SINKERS(30)16d SINKERS

DBL STUD

CORNER CONDITIONEXTRA STUD AT

LSTHD/STHD HOLDOWN SCHEDULEWHERE OCCURSCORNER OF FOUNDATION

MIN 2 STUDS (MIN (3)STUDSWHERE CORNER OCCURS)

(20)16d SINKERS

1-1/2" MIN

HOLDOWN PER PLAN

JUST PRIOR TO COVERING

SHEARWALL PER PLAN

FRAMING CONTWHERE OCCURS

PLAN MARKLSTHD8(RJ)

HD POST

DBL STUDDBL STUD

16d SINKERS = 0.148"Ø x 3-1/4"

MINIMUM SIZE OF POST UNO ON FRAMING PLANS

1

2

1 2

4321

8

12

765

109 11

TYPICAL SLAB JOINTS

CONTROL JOINT

FIRST POURSECOND POUR

1/8" x 1-1/2" PRE-MOLDEDCONT MASTIC JOINT STRIP(JOINT MAY BE SAW CUTAT CONTRACTOR'S OPTION)

CUT ALTERNATEWIRES AT JOINT

BURKE "KEYKOLD" JOINT.STOP REINF 1-1/2" CLEAROF JOINT EACH SIDE

PLASTIC VAPOR BARRIERAND COMPACTED GRANULARFILL PER PLAN

SEE PLAN FOR SLAB

REINFORCING (TYP)THICKNESS AND

SEE PLAN FOR SLAB

REINFORCING (TYP)THICKNESS AND

PLASTIC VAPOR BARRIERAND COMPACTED GRANULARFILL PER PLANCONSTRUCTION JOINT

PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TOBREAK UP SLAB INTO RECTANGULAR AREAS OF 200 SQUARE FEET OR LESS.AREAS TO BE APPROX SQUARE AND HAVE NO ACUTE ANGLES. JOINTLOCATIONS TO BE APPROVED BY THE ARCHITECT.

NOTE:

CORNER BARS TOMATCH EXTERIOR HORIZ REINF

MATCH CROSS WALLCORNER BARS TO

ADDITIONALVERT BARS

CROSS WALL

HORIZ REINF

SINGLE CURTAIN

DOUBLE CURTAIN

TYP CORNER BARS AT CONCRETE WALLS AND FTGS

ADDITIONALVERT BARS

CROSS WALL

HORIZ REINFMATCH CROSS WALLCORNER BARS TO

CORNER BARS TOMATCH HORIZ REINF

TYP CORNER BARS:24

24

TYP CORNER BARS:24

24

2'-0" MIN

3-1/

2" C

LR M

IN

THRU

THI

S A

REA

PIPE SLEEVESAS REQD

EXCAVATION NOTALLOWED BELOWTHIS LINE

11

PIPE AND TRENCH LOCATIONS

DO

NO

T PA

SS P

IPES

4"6" 3'

-0" M

AX

1'-6"MIN

TYPICAL STEPPED FOOTING

D4'

-0" M

AX

4'-0" MIND

D

D

NORMAL FOOTINGREINFORCING

ADD BARS TOMATCH NORMALREINFORCING

LINE OF EXCAVATION

REINFORCINGNORMAL FOOTING

CONCRETE WALL

ADD (2)#4 DIAGONALIN WALL

S3.0

DETAILSCONCRETETYPICAL

SCALE - 3/4" = 1'-0"

CC

OPY

RIG

HT

2

015

MA

LSA

M T

SAN

G E

NG

INEE

RIN

G C

ORP

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RIG

HTS

RES

ERV

ED

56TH

STR

EET

RESI

DEN

CE

142

NE

56TH

STR

EET

SEA

TTLE

, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

ESS NO ALGNE

E

E

O

RP

R

TAS

ET

RESIG TDE

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109 11

HEADER TO BEARON 4x4

(2)CS16 NAILED INTO 4x4BLOCKING AND HEADER

(6)10d

PANEL EDGE NAILINGINTO 4x4 BLOCK

SHEARWALL PER PLAN

4x4 POST EACH SIDE

HOLDOWN PER PLAN

(2)5/8"Ø AB EMBED 7"

4x PT SILL PLATE

1/2" EDGE DISTANCE

8" CONCRETE WALL w/#4 AT 10"oc EA WAY AND(2)#4 VERT EACH ENDOF WALL

(2)10d AT 12"oc THRU 2x46'-0

" MA

X HT

RAIS

E FD

N W

ALL

AS

REQ

D

A35(3 LOCATIONS) 1'-4" MIN

CO

NT

SHEA

THIN

G

SLAB ON GRADEPER PLAN

PT 2x PLATE w/5/8"Ø AB AT 48"oc

BEARING WALL PER PLAN

1'-6"

1'-0

"

(2)#4 CONTTOP AND BOT

6" 6" 6"

FTG DRAIN

PT 2x PLATE w/ ABPER SHEARWALL SCHEDULE(5/8"Ø AT 48"oc ELSEWHERE)

(2)ROWS PANEL EDGE NAILINGOVER HOLDOWN POST

HOLDOWN PER PLAN

SHEARWALL PER PLAN

6"

5'-0

" MA

X

PROVIDE FREE-DRAINING MATERIAL

#4 AT 12"oc HORIZ


#4 AT 18"oc VERT(ALT HOOKS)

(2)#4 CONT

3'-0

" MA

X

(2)#4 CONT TOP

FOOTING AT HOLDOWNPER PLAN

AB PER HD SCHEDULE w/MATCHING ALL-THREAD ANDTHREADED COUPLER

6" 6" 6"

#4 AT 16"oc HORIZ


(2)#4 CONT1'-6

" MIN

6"


PANEL EDGE NAILINGOVER ALL HOLDOWN STUDS

HOLDOWN PER PLAN

5'-0

" MA

X

SHEARWALL PER PLAN


(2)#4 CONT TOP

6" 6" 6"

1'-6

" MIN

6"8" MIN



SLAB ON GRADEWHERE OCCURS

HOLDOWN PER PLAN

#4 AT 16"oc HORIZ


(2)#4 CONT

5'-0

" MA

X

SHEARWALL PER PLAN


(2)#4 CONT TOP

PT DECK JOISTS PER PLANAND DECKING PER ARCH

PT 4x LEDGER w/5/8"Ø THREADED RODAT 16"oc - EPOXY GROUT

LUS SERIES HANGER

6" 6" 6"

1'-6

" MIN

5'-0

" MA

X

SHEARWALL PER PLAN

HOLDOWN PER PLAN

NAILING PER SHEARWALLSCHEDULE

LUS SERIES HANGER

FOOTING AND REINFPER 4/S3.1

PT 2x6 PLATE w/ AB PERSHEARWALL SCHEDULE(5/8"Ø AT 48"oc ELSEWHERE)


PT 2x LEDGER w/ 5/8"ØTHREADED ROD AT 16"oc -EPOXY GROUT EMBED 3-1/2"

1'-6

" MIN

L POST, PLINTH, AND FTGC

POST PER PLAN

PL 1/2" x 10" x 0'-10"w/ (4)5/8"Ø x 10" AB AT

12"SQ PLINTHREINF w/ (4)#4 x VERTAND #3 x AT 6"oc

FOOTING SIZE ANDREINF PER PLAN

AND (3)#3 AT TOP

5'-0

" MA

X


(3)10d TOENAILSEA BLOCK

8"

MIN

10"Ø PLINTH REINFw/ (4)#4 x VERTAND #3 x AT 6"oc

FOOTING SIZE ANDREINF PER PLAN

HEADER/BEAMPER PLAN

1'-6

" MIN

5'-0

" MA

X

ABU46 SERIES POST BASEw/ 5/8"Ø x 8" AB

H2.5A EA JOIST(ALT SIDES OF BEAM)

EMBED 3-1/2"

7" CENTERS

3/16 1" SHIM AND GROUTFOR FULL BEARING

OFFSET EA SIDE 4" MIN


S3.1

DETAILSCONCRETE

SCALE - 3/4" = 1'-0"

CC

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PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

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MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

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43968

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BOTTOM CHORD SPLICE

10d AT 12"oc STAGGEREDELSEWHERE

TOP CHORD SPLICE

AT EACH SIDE OF SPLICE(12)10d AT 4"oc STAGGERED

4'-0" MIN BETWEEN SPLICES

SPLICE TO OCCUR AT COF VERT STUD TYPICAL

TYPICAL TOP PLATE SPLICE

L

AT SHEARWALLS

NOTE:1. NAILING AT TOP PLATE SPLICES MAY BE ELIMINATED w/

2. WHERE VERTICAL PENETRATIONS THRU PLATE EXCEED 1"FOR A 4x WALL OR 3" FOR A 6x WALL - PROVIDE CS16 x 30"AT TOP PLATE

3. MINIMUM EDGE DISTANCE FOR VERTICAL PENETRATIONSTHRU TOP PLATE IS 1-1/4"

CS16 x 30"

TYPICAL STUDS

HEADER OR BEAM PER PLAN

PROVIDE (2)BEARING (TRIMMER)

(6)10d INTO HEADER

A35 AT TOP AND BOTTOM

DOUBLE TOP PLATE

TYPICAL HEADER SUPPORT

STUDS AT ENDS OF ALL HEADERSOR BEAMS 6'-0" OR OVER IN LENGTH

HEADER TO BETIGHT AGAINSTEXT SHEATHING

AT EXTERIOR WALLS ONLY

ADDITIONAL BEARING 'TRIMMER'STUDS WHERE SPECIFIED ON PLAN

OMIT AT OPENINGS < 6'-0"

WHERE OPENING > 8'-0"LOCATE DIRECTLY OVER OPENING

DOUBLE SILL PLATES WHEREOPENING > 6'-0"

DOUBLE KING STUDWHERE OPENING > 8'-0"

BOTTOM PLATE

4

8

12

7

1110

65

9

TJI BLKGBETWEEN JOISTS

BEARING WALL NON-BEARING WALL

TYPICAL SHEARWALL CONSTRUCTION

(2)10d EACHJOIST/BLOCK

TOP PLATE CONNECTIONPER SHEARWALL SCHEDULE

PANEL EDGE NAILING

SHEATHING PANEL JOINT

TJI JOISTS

w/ PANEL EDGE NAILING

2x4 BLOCKINGBETWEEN STUDS

PANEL EDGE NAILING

BOTTOM PLATECONNECTION

(4)8d INTO

AT 48"ocTJI BLKG (MIN 12"L)

PER PLAN

OF SHEARWALL BELOWPANEL EDGE NAILING

EA BLOCK

NOTE:SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, UNO

10d NAILING PER SHEARWALL

10d NAILING PER SHEARWALL

PANEL EDGE NAILING PER

2

3

1

TYPICAL SHEARWALL INTERSECTIONS

SCHEDULE OF HIGHER CAPACITYSHEARWALL or 10d AT 12"oc AT

12

31

3

1

1

1

2

1 SHEARWALL PER PLAN

SHEARWALL SCHEDULE

SCHEDULE

NON-SHEARWALLS

SCALE: 1-1/2" = 1'-0"

SHEARWALL PER PLAN

SHEARWALL PER PLAN

SHEARWALL PER PLAN

SHEARWALL PER PLAN

BEAM PER PLAN IUS SERIES HANGER

JOISTS AND SHEATHINGPER PLAN

8d AT 6"oc

TYPICAL FLUSH AND DROPPED BEAM

JOISTS ANDSHEATHING PER PLAN

8d AT 6"oc INTO

(2)10d THRUEACH JOIST

TJI BLOCKING

(3)10d EACH BLOCK

BEAM PER PLAN

TYPICAL CS16 HOLDOWN

CS HOLDOWN PER PLAN

w/ (16)8d EA END OF STRAP

FULL WIDTH VERT GRAIN

REFER TO PLAN FORLOCATIONS WHEREWALL CONTINUES

JOIST DIRECTIONPER PLAN 2x BLKG TO MATCH

HOLDOWN STUDS

1'-4

" MIN

1'-4

" MIN

1'-4

" MIN

HEADER/BEAM PER PLAN

BEARING (TRIMMER) STUDBELOW HEADER/BEAM

LEAVE HOLDOWNUN-NAILED UNTIL JUSTPRIOR TO COVERING

SHEARWALL PER PLAN

HOLDOWN CAN BEATTACHED TO BEARING'TRIMMER' STUD

INSTALLED OVER SHEATHING


SHEATHING PER PLAN

21

TWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END

ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE.

LTP4's INSTALLED OVER SHEATHING WITH 8d (0.131"Ø x 2-1/2") NAILS MAY BE SUBSTITUTED FOR A35's AT

3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3

EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE

BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc.

8d NAILS SHALL BE 0.131"Ø x 2-1/2", 10d NAILS SHALL BE 0.131"Ø x 3", AND 12d NAILS SHALL BE 0.131"Ø x 3-1/4".

1

SHEARWALL SCHEDULE

2

3

4

5

6

8

AND SW2. REFER TO DETAIL C. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES.

STUDS SHALL RECEIVE PANEL EDGE NAILING.

9 A35's OR LTP4's MAY BE ELIMINATED PER DETAIL A OR DETAIL B.

NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE7

DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK).

WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.

CONTRACTORS OPTION.

MARK SHEATHING PANEL EDGENAILING

TOP PLATE CONNECTIONTJI RIM/BEAM

SW6SW4SW3

1/2" PLY or 7/16" OSB 8d AT 6"oc8d AT 4"oc8d AT 3"oc8d AT 2"oc

10d AT 6"oc10d AT 4"oc

(2)ROWS 10d AT 4"oc

A35 AT 30"ocA35 AT 18"ocA35 AT 16"ocA35 AT 12"oc

8

(2)ROWS 10d AT 6"ocSW2

1/2" PLY or 7/16" OSB1/2" PLY or 7/16" OSB1/2" PLY or 7/16" OSB

1 2 3 5 6 7

9 AT WOOD AT CONCRETEBASE PLATE CONNECTION

12d AT 6"oc12d AT 4"oc

(2)ROWS 12d AT 6"oc

5/8"Ø AB AT 48"oc5/8"Ø AB AT 42"oc5/8"Ø AB AT 36"oc

(2)ROWS 12d AT 4"oc 5/8"Ø AB AT 24"oc

DETAIL A

PANEL EDGENAILING

RIM JOIST

CONT SHEATHINGBETWEEN RIM ANDAND WALL BELOW

OR BEAM

DETAIL C

EDGE NAILINGOVER EA STUD

10d NAILING

PLAN VIEW AT ABUTTING PANELEDGES OF SW3 AND SW2

PER SCHEDULE

SHEATHING EDGE

DETAIL B

10d NAILINGPER SCHEDULE

2x NAILER

4

4

SECTION SECTION

1 1/2" 2" 3" 1 1/2"

2 1/

2"2

1/2"

2 1/2" 1 1/2"

2 1/

2"2

1/2"

1/2" BASE PL w/ (2)5/8"Ø x 5"LAG SCREWS, NOTCHSHEATHING TO ALLOW FULLBEARING ON BEAM BELOW

TYPICAL STEEL COLUMN TO WOOD BEAM BELOW

BEAM PER PLAN

1/4

COLUMN PER PLAN

1/4

COLUMN CAP AS REQDECCOQ SERIES

SHOWN ON PLANSPLICE WHERE

COLUMN PER PLAN

TYPICAL CCOQ / ECCOQ COLUMN CAP

TO FIT BEAM AND POST

FIT BEAM AND POSTCAP AS REQD TOCCOQ SERIES COLUMN

BEAM PER PLAN3/163/16

COLUMN CAP AS REQDECCQ SERIES

SHOWN ON PLANSPLICE WHERE

POST PER PLAN

TYPICAL CCQ / ECCQ COLUMN CAP

TO FIT BEAM AND POST

FIT BEAM AND POSTCAP AS REQD TOCCQ SERIES COLUMN

BEAM PER PLAN

S4.0

FRAMING DETAILSTYPICAL WOOD

SCALE - 3/4" = 1'-0"

CC

OPY

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015

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981

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PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NI

IESS NO AL

GNE

E

E

O

RP

R

TAS

ET

RESIG TDE

HSF WA I NGTON

R

Subj

ect t

o Er

rors

and

Om

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ons

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109 11

(4)8d INTO EACH BLOCK

JOIST DIRECTION AND

SCHEDULEA35 PER SHEARWALL

SHEATHING PER PLAN

TJI BLKG (MIN 12"L)

JOIST OR BLOCK(2)10d THRU EA

PARALLEL, PROVIDE WHERE JOISTS ARE

AT 48"oc

1-1/4" LSL RIM JOIST

SCHEDULENAILING PER SHEARWALL

HOLDOWN PER PLAN

LEAVE ONE END OFSTRAP UN-NAILED UNTILJUST PRIOR TO COVERING

OVER ALL HOLDOWN STUDSPANEL EDGE NAILING

OR BEAM PER PLAN

HOLDOWN STUDS AND POSTSVERT GRAIN BLKG TO MATCH

HEADER/BEAMPER PLAN

SHEARWALL PER PLANWRAP HEADERWHERE OCCURS

CS HOLDOWN PER PLANw/ (16)8d EACH END OF STRAPINTO HOLDOWN STUDS ANDBEAM BELOW

SHEARWALL PER PLAN


1'-4

" MIN

IUS SERIES HANGER

BEAM PER PLAN



ON EITHER SIDE OF WALLSHEATHING CAN BE PLACED

1-3/4 LSL BLKG


HOLDOWN PER PLAN



SHEARWALL PER PLAN


JOIST DIRECTION AND


SHEATHING PER PLAN

HOLDOWN STUDS AND POSTSVERT GRAIN BLKG TO MATCH

HEADER/BEAM

TJI BLKG (MIN 12"L)



AT 48"oc

PER PLAN

FURR OUT WALL PER ARCH

FOR CALLOUTSIN COMMONREFER 4/S4.1

SHEATHING PER PLANDECK JOISTS AND

2"

LUS SERIES HANGER

PT 2x LEDGERw/ (3)1/4"Ø x 4-1/2" GALVSDS SCREWS AT 16"oc

TAPER PER ARCHRIGID INSULATION

2"

8d AT 6"oc

LUS SERIES HANGER BEAM PER PLAN

PT 2x LEDGERw/ (3)1/4"Ø x 4-1/2" GALVSDS SCREWS AT 16"oc

CS HOLDOWN PER PLANw/ (16)8d EACH END OF STRAPINTO HOLDOWN STUDS ANDBEAM BELOW

IUS SERIES HANGERWHERE JOISTS AREBEARING



2"


8d AT 4"oc

2"

1-1/4" LSL LEDGER w/(3)ROWS 10d AT 16"oc



8d AT 6"oc

SHEARWALL PER PLAN


TJI BLKG (MIN 12"L)AT 48"oc

BEAM PER PLANBOTTOM FLUSH



2x LEDGER w/(3)10d AT 12"oc

BEARING WALL BELOWWHERE OCCURS

FOR CALLOUTSIN COMMONREFER 4/S4.1

8d AT 6"oc

2x BLKG AT 48"ocw/ (4)8d THRU SHEATHING

S4.1

DETAILSWOOD FRAMING

SCALE - 3/4" = 1'-0"

CC

OPY

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HT

2

015

MA

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981

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PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

ESS NO ALGNE

E

E

O

RP

R

TAS

ET

RESIG TDE

HSF WA INGTON

R

Subj

ect t

o Er

rors

and

Om

issi

ons

APPR

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D

THE

CITY

OF

SEAT

TLE

DEPA

RTM

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OF

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109 11

RAFTERS AND SHEATHINGPER PLAN

SHEARWALL PER PLAN

FULL DEPTH 2x BLOCKING(DRILL TO VENT AS REQD)w/ 8d AT 6"oc

HEADER/BEAM

H2.5A EACH RAFTERH2.5A EACH SIDE OFMULTIPLE RAFTERS

PER PLAN

(3)10d TOENAILS EA RAFTER

A35 AT 36"oc


JOIST OR BLKG

8d AT 4"oc

SHEARWALL PER PLAN

PER PLAN


JOIST DIRECTION ANDSHEATHING PER PLAN


HEADER/BEAM

TJI BLKG (MIN 12"L)



AT 48"oc

PER PLAN


RIGID INSULATION


TAPER PER ARCH

HEADER/BEAM

2x BLKG (MIN 12"L)PARALLEL PROVIDE WHERE JOISTS ARE

AT 48"oc

PER PLAN

2x RIM JOIST OR


SHEARWALL PER PLAN

BEAM PER PLAN

EACH JOIST OR BLOCK(3)10d TOENAILS THRU

PER

ARC

H

MAY BE DRILLEDFOR VENTING

CS16 AT 48"ocEA SIDE OF PARAPET

SHEATHE ANDNAIL PER SW6

(3'-6

" MA

X)

VERT GRAIN BLKG ATSTRAP LOCATIONS

FOR GUARDRAILCONNECTIONREFER 3/S4.2

JOIST DIRECTION ANDSHEATHING PER PLAN

JOISTS AND SHEATHING

OVER OPENINGSLUS SERIES HANGER

PER PLAN

RAILING SYSTEM BY OTHERS

2"3'

-8" M

AX

RAIL

ING

HEI

GH

T

(4)10d EA END EA BLOCK

(2)BAYS FULL DEPTH 2x BLKGw/ 8d AT 3"oc WITHIN 8" OFRAILING POST JOISTS PARALLEL

JOISTS PERPENDICULAR

JOISTS AND SHEATHING

OVER OPENINGSLUS SERIES HANGER

PER PLAN

RAILING SYSTEM BY OTHERS

2"3'

-8" M

AX

RAIL

ING

HEI

GH

T

BASE PL 1/2" x 5-1/4" x 5-1/4"w/ (4)3/8"Ø LAG SCREWS AT4"oc - EMBED INTO RIM 3-1/2" MIN

DTT2Z TOP w/ 1/2"ØTHREADED ROD w/ 3" SQWASHER EA END WITHIN 8"OF RAILING POST

BASE PL 1/2" x 5-1/4" x 5-1/4"w/ (4)3/8"Ø LAG SCREWS AT4"oc - EMBED INTO RIM 3-1/2" MIN

3/4"

DTT2Z TOP w/ 1/2"ØTHREADED ROD w/ 3" SQWASHER EA END - ATTACHTO SECOND BAY OF BLKG

3/4"


FULL DEPTH 2x BLKG

8d AT 4"oc

SHEARWALL PER PLAN

JOIST AND SHEATHINGPER PLAN


HEADER/BEAMPER PLAN

RIGID INSULATIONTAPER PER ARCH

BEARING WALL

(2)10d THRU EA JOIST


RAFTER DIRECTION AND


SHEATHING PER PLAN

HEADER/BEAM

TJI BLKG (MIN 12"L)


PARALLEL, PROVIDE WHERE RAFTERS ARE

AT 48"oc

PER PLAN

1-1/4" LSL RIM JOIST

SHEARWALL BELOWPANEL EDGE NAILING OF

OR BEAM PER PLAN

SHEARWALL PER PLAN

w/ 10d AT 6"oc STAGGEREDSTACK 2x PLATES AS REQD

(5)8d EA BLOCK


AT 48"oc2x BLKG (MIN 12"L)

2x RIM JOIST OR

SHEARWALL PER PLAN

BEAM PER PLAN

EACH BLOCK(3)10d TOENAILS THRU

A35 AT 36"oc

HEADER/BEAM PER PLAN

8d AT 6"oc

S4.2

DETAILSWOOD FRAMING

SCALE - 3/4" = 1'-0"

CC

OPY

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015

MA

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142

NE

56TH

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, WA

981

05

PRINCIPALENGINEER

ICTGAE

ARCHITECT




PERMIT SET8.29.16

Plot

ted

by:

TJH

Plot

ted

Dat

e: A

ug 2

9, 2

016

- 1:

23pm

MALSAMTSANG

STRUCTURAL

122 S JACKSON ST

SEATTLE, WA

206.789.6038 T206.789.6042 F

SUITE 210

98104

ENGINEERING

DPD APPROVED

A

43968

TC.

IV

N SANG

EFO

NII

ESS NO ALGNE

E

E

O

RP

R

TAS

ET

RESIG TDE

HSF WA INGTON

R

Subj

ect t

o Er

rors

and

Om

issi

ons

APPR

OVE

D

THE

CITY

OF

SEAT

TLE

DEPA

RTM

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CON

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N A

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INSP

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ON

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11-0

2-16

City of Seattle Department of Construction and Inspections PLAN COVERSHEET … · ·...

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