3016 NE Blakeley St

ELEMENT CYCLES

3016 NE BLAKELEY ST.

CONTACT INFORMATION

1

DETAIL REFERENCE ALIGN ALIGN WITH ESTABLISHED SURFACES

THERMOSTAT

SECTION REFERENCE

1

VICINITY MAP

ILLUMINATED EXIT SIGNAGE

not to scale

A#.#

BUILDING DATA:

8'-101 4"

30'-0" R.O.W

existing commercial abutter

61'-6" 60'-0"

19'-8"

PROJECT/CODE SUMMARY

DCI G1.0 G1.1 XXX

COVER SHEET GENERAL PROJECT INFORMATION STANDARD ADA ASSEMBLIES SURVEY

A0.1 A0.2 A0.3

AS BUILT PLAN, FLOOR 1 @ 1/4" = 1'-0" AS BUILT PLAN, FLOOR 2 @ 1/4" = 1'-0" AS BUILT PLAN, FLOOR 3 @ 1/4" = 1'-0"

A1.0

PROPOSED AVG GRADE CALC & EXITING PLANS @ 1/8" = 1'-0"

A2.0 A2.1 A2.2 A2.3

PROPOSED PLAN, FLOOR 1 @ 1/4" = 1'-0" PROPOSED PLAN, FLOOR 2 @ 1/4" = 1'-0" PROPOSED PLAN, FLOOR 3 @ 1/4" = 1'-0" PROPOSED PLAN, ROOF @ 1/4" = 1'-0"

A3.0 A3.1 A3.11 A3.2 A3.3

PROPOSED EXTERIOR WEST ELEVATION @ 1/4" = 1'-0" PROPOSED EXTERIOR SOUTH ELEVATION @ 1/4" = 1'-0" UNPROTECTED OPENINGS DIAGRAM PER 705.8 @ 1/4" = 1'-0" PROPOSED EXTERIOR EAST ELEVATION @ 1/4" = 1'-0" PROPOSED EXTERIOR NORTH ELEVATION @ 1/4" = 1'-0"

A4.0 A4.1

PROPOSED BUILDING SECTION @ 1/4" = 1'-0 DETAILED WALL SECTION @ 1-1/2" = 1'-0"

A5.0 A5.1 A5.2

ENLARGED WINDOW ELEVATIONS, FLOOR 1 @ 1/2" = 1'-0" ENLARGED WINDOW ELEVATIONS, FLOOR 2 @ 1/2" = 1'-0" ENLARGED WINDOW ELEVATIONS, FLOOR 3 @ 1/2" = 1'-0"

TRASH

FLOOR 1 SECONDARY ENTRANCE

ALL EXISTING PARKING SPACES TO REMAIN

DRAWING INDEX REFLECTED CEILING PLANS @ 1/8" = 1'-0" ENLARGED BATHROOM ELEVATIONS, FLOOR 2 @ 1/2" = 1'-0" ENLARGED BATHROOM ELEVATIONS, FLOOR 3 @ 1/2" = 1'-0"

A7.0 A7.1

TYPICAL DETAILS @ 3" = 1'-0" STRUCTURAL GLASS GUARDRAIL DETAILS

E-LAB ENTRY FLR 2

FOUNDATION PLAN @ 1/4" = 1'-0" SECOND FLOOR FRAMING PLAN @ 1/4' = 1'-0" THIRD FLOOR FRAMING PLAN @ 1/4' = 1'-0" ROOF FRAMING PLAN @ 1/4' = 1'-0"

S3.1 S3.2 S3.3

STRUCTURAL CONCRETE DETAILS STRUCTURAL CONCRETE DETAILS, CONTINUED STRUCTURAL CONCRETE DETAILS, CONTINUED

S4.1 S4.2 S4.3 S4.4 S4.5

STRUCTURAL FRAMING DETAILS STRUCTURAL FRAMING DETAILS, CONTINUED STRUCTURAL FRAMING DETAILS, CONTINUED STRUCTURAL FRAMING DETAILS, CONTINUED STRUCTURAL FRAMING DETAILS, CONTINUED

FLOOR 3: TENANT TBD; OPEN OFFICE SPACE B BUSINESS (w/ SPRINKLERS)

CLIMATE ZONE

5 & MARINE 4 Roofs

Insulation entirely above roof deck R-38ci Metal buildingsb 25 + R-22 LS Attic and other R-49 Walls, Above Grade Exterior R-16ci Mass Interior (wood stud) R-13 + R-6ci Interior (metal stud) R-13 + R-10ci R-19ci, or R-13 + R-13ci Metal building R-13 + R-10ci Steel framed R-13 + R-7.5 ci Wood framed and other Walls, Below Grade R-10ci Exterior R-19 Below-grade walld Interior (wood stud) R-13 + R-6ci Interior (metal stud) Floors R-30ci Mass Steel frame: R-38 + R-4ci Joist/framing Wood frame: R-38 Slab-on-Grade Floors R-10 for 24" below Unheated slabs Heated slabsd R-10 perimeter & under entire slab Opaque Doors Swinging U-0.37 Nonswinging; Roll-up or sliding U-0.34

CLIMATE ZONE 5 & MARINE 4 VERTICAL FENESTRATION U-factor 0.26 Nonmetal framing (all)a 0.31 0.38 Metal framing (fixed)b 0.38 0.40 Metal framing (operable)c 0.60 Metal framing (entrance doors)d 0.35 SHGC (SEW Orientation) SKYLIGHTS 0.45 U-factor 0.32 SHGC

EXISTING BATHROOMS (on third floor) TO BE REMODELED TO MEET ADA COMPLIANCE REQ'S MINIMUM FIXTURE PER OCCUPANT [PER SUITE]

existing conc.

23'-7"

34'-8"

PROPOSED INFILL/ADD.

x = 500 sf RETAIL/ OFFICE ADA ENTRY FLR 2

EXISTING BUILDING OVERHANG

ALL EXISTING PARKING SPACES TO REMAIN

B = 25 < 50; 1 per 25 for the first 50 = 1 WATERCLOSETS B = 25 < 40; 1 per 40 for the first 1,520 = 1 LAVATORY = 2 WATERCLOSETS & 2 LAVATORIES REQUIRED TOTAL FLOOR 3: (PROPOSED OFFICE SPACE) = 29 Occ.

76 78

DN 15'-0" 8'-41 2"

6'-4"

per Column 'B' of Table C402.4 (permit submitted prior to Jan 1st 2018)

DN

REMOVE EXISTING ROOF LADDER

For SI: 1 inch = 25.4 mm, 1 pound per square foot = 4.88 kg/m2, 1 pound per cubic foot = 16 kg/m3. ci = Continuous insulation, NR = No requirement, LS = Liner system. a. Assembly descriptions can be found in Chapter 2 and Appendix A. b. Where using R-value compliance method, a thermal spacer block with a minimum R-value of 3.5 shall be provided, otherwise use the U-factor compliance method in Table C402.1.2. c. (Reserved) d. Where heated slabs are below grade, they shall comply with the insulation requirements for heated slabs. e. (Reserved) f. "Mass floors" shall include floors weighing not less than: 1. 35 pounds per square foot of floor surface area; or 2. 25 pounds per square foot of floor surface area where the material weight is not more than 120 pounds per cubic foot. g. For roof, wall or floor assemblies where the proposed assembly woudl not be continuous insulation, alternate nominal R-value compliance options for assemblies with isolated metal fasteners that penetrate otherwise continuous insulation are as shown in Columns B and C of Table C402.1.3(g).

REQUIRED EXITING PER OCCUPANCY GROUP PER FLOOR

84

EXISTING ROCKERY TO REMAIN

82

existing residential abutter 64'-0"

18 "

DE C

SITE PLAN NORTH

NOTES GENERAL NOTES Any specific reference to codes, rules, regulations, standards, manufacturer's instructions or requirements of regulatory agencies shall mean the latest printed edition of each is in effect at the date of submission or bid unless the document is shown dated.

A copy of the approved plan must be on site whenever construction is in progress.

Paved surfaces including roadways, sidewalks, and curbs that are damaged by new construction shall be repaired as required by the street use inspector.

INTERPRETATIONS: These documents are in part diagrammatic and subject to interpretation. They do not necessarily show complete details of construction, work, or materials, performance or installation, and do not necessarily show how construction details of other items of the work may affect any particular installation, these must be ascertained by the contractor and correlated to bring the parts together as a completed whole. Any detail, dimension, or statement not completely clear to the contractor shall be referred to the architect for interpretation.

DIMENSIONS: The drawings may not be drawn to scale in some instances; follow dimensions but do not scale drawings the work.

All dimensions are given to the face of existing finish materials, and to the face of the studs at new construction unless noted otherwise.

TREE PROTECTION:

STAIR NOTES:

Handrails shall be no less than 36 inches in height with a maximum spacing between intermediate rails to prevent passage of 4-inch sphere.

Treads shall be a minimum of 11" deep and risers shall be a maximum of 7" high.

FLOOR 2 MAX ALLOWABLE 'M' TRAVEL DISTANCE TO EXIT (with sprinkler) (PER TABLE 1017.2) = 250' FLOOR 2 MAX ALLOWABLE 'B' TRAVEL DISTANCE TO EXIT (with sprinkler) (PER TABLE 1017.2) = 300' (E-LAB)

---> two exits

FLOOR 3 MAX ALLOWABLE 'B' TRAVEL DISTANCE TO EXIT (with sprinkler) (PER TABLE 1006.2.1) = 100'

---> one exit

REFER TO SHEET A6.0 FOR REFLECTED CEILING PLAN / FIXTURE INFO

FLOOR 1: FLOOR 2: FLOOR 3:

RETAIL = 1.01 W/SF (3875 SF)= RETAIL = 1.01 W/SF (3977 SF)= OFFICE = 0.66 W/SF (3752 SF)=

3,913.75 W 4,016.77 W 2,476.32 W

EMERGENCY LIGHTING per C405.3 Exit signs (mandatory). Internally illuminated exit signs shall not exceed 5 watts per side.

PER C405.4.2(1) EXTERIOR LIGHTING (ZONE 3)

Stairways shall have a minimum clear width of 36" and ceilings shall be a minimum of 6'-8" vertically above nosing Outdoor stairs and their approaches shall be designed so that water will not accumulate on walking surfaces INSURANCE: The contractor shall carry comprehensive general liability insurance in the amount of $1,000,000 combined single limit bodily injury and property damage.

ADDITIONAL ENERGY REQUIREMENTS:

1

The contractor shall provide certificate of insurance naming owner and architect as additional insured at contract signing.

The owner shall carry standard course of construction coverage for fire, theft and owner liability.

PROTECTION OF EXISTING PROPERTY: The contractor shall take all necessary precautions to avoid damage to existing property to remain, including masking adjacent surfaces, and constructing fences or barricades.

PER C503.8.3, ENERGY EFFICIENCY; FOR BUILDINGS UNDERGOING SUBSTANTIAL ALTERATION: SECTION C503.4.6, NEW AND REPLACEMENT HVAC HEATING SYSTEM EQUIPMENT PER C406.1 REQUIREMENTS. BUILDINGS SHALL COMPLY WITH NO LESS THAN TWO LISTED. (we propose the following two from C406.1 requirements):

The contractor shall take the same precautions to avoid damage to landscape as with other property.

08/08/2017 CLEAN UP: Keep the premises clean and orderly as required for safety and efficient performance of the work.

Fencing must be kept in place for the duration of construction

Pick up underfoot daily. Haul off debris approximately weekly or arrange for dumpster to remain at the site.

No soil disturbance or activity allowed within fenced area, such as but not limited to: material storage / stockpiling, trenching / tunneling, parking, dumping or washing

---> two exits

Walls and soffits of enclosed usable space underneath stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction.

Fencing must be installed prior to demolition and ground disturbance Modifications to fencing by approval of project planner only (206.386.1357)

FLOOR 1 MAX ALLOWABLE 'M' TRAVEL DISTANCE TO EXIT (with sprinkler) (PER TABLE 1017.2) = 250'

PER C405.4.2(1) INTERIOR LIGHTING

Refer to DCI CSC sheet for additional information Tree Protection Fencing required around entire drip line on the permit site plan (the Tree Protection Area - TPA)

(per SBC 1017.2)

ILLUMINATION DATA:

SCALE: 3/32" = 1'-0"

Footnotes for Table C402.4

Footnotes for Table C402.1.3

EGRESS DATA:

ROCKERY PORTION TO BE REMOVED 26'-31 2"

29'-4"

44'-03 4" EXISTING COTTONWOOD TO BE REMOVED

10'-0" SETBACK

DN

B = 29 < 50; 1 per 25 for the first 50 = 2 WATERCLOSETS TOTAL B = 29 < 40; 1 per 40 for the first 1,520 = 1 LAVATORY TOTAL

NEW EXTERIOR STAIR TO THIRD FLR

4'-8"

4'-8" 15'-0"

10'-0" SETBACK

DN

15'-0" RESIDENTIAL SETBACK

a. "Nonmetal framing" includes framing materials other than metal, with or without metal reinforcement or cladding. b. "Metal framing" includes metal framing, with or without thermal break. "Fixed" includes curtain wall, storefront, picture windows, and other fixed windows. c. "Metal framing" includes metal framing, with or without thermal break.

"Operable" includes openable fenestration products other than "entrance doors." d. "Metal framing" includes metal framing, with or without thermal break.

"Entrance door" includes glazed swinging entrance doors and automatic glazed sliding entrance doors. Other doors which are not entrance doors, including sliding glass doors, are considered "operable."

(per SBC 2902.1)

M = 95/500 = 0.19 95/750 = 0.13

REMOVE EXIST. SITE STEPS

PROP. BICYCLE PARKING

1

3,875 SF TOTAL 3741 SF / 130 GROSS FACTOR = 28.78 Occ. 29 Occ.

FIXTURE / EQUIPMENT DATA:

PROP BIKE PARKING

FLOOR 1 MAIN ENTRY

DASHED LINE INDICATES SUBLOT DIVISION

TABLE C402.4 BUILDING ENVELOPE REQUIREMENTS -- FENESTRATION

3,977 SF TOTAL 2412.9 SF / 60 GROSS FACTOR = 40.2 Occ. 40 Occ. BUSINESS (w/ SPRINKLERS) 1229.1 SF / 50 GROSS FACTOR = 24.6 Occ. *E-LAB is an Exercise Room < 50 Occupants 25 Occ.

FLOOR 1 & 2: ELEMENT CYCLES (PROPOSED SUITE) for Occupancy Group M = 95 Occ.

REMOVE EXISTING SITE STEPS

TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHODa

3,875 SF TOTAL 3161.0 SF / 60 GROSS FACTOR = 52.7 Occ. 490.7 SF / 300 GROSS FACTOR = 1.64 Occ. 55 Occ.

existing conc.

64'-9" 4'-0"

existing conc.

ENERGY CODE

(per SBC 1004.1.2)

55 + 40 + 25 = 120 Occupant Load for Floor 1 & 2

14'-8"

S2.1 S2.2 S2.3 S2.4

PROP. NEW ROOF

69'-5"

STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES, CONTINUED

B

EXISTING 3 STORY WOOD FRAME BUILDING FOOTPRINT

PROP. LOWER AWNING

HYD2100R ELEVATOR NOTES & DRAWINGS S1.1 S1.2

RECYCLE

FLOOR 1: ELEMENT CYCLES, LLC M (MERCANTILE) S-2 (STORAGE)

EXISTING DECK & COLUMNS TO REMAIN 3016 NE BLAKELEY ST

70

OCCUPANT LOAD PER PROPOSED SUITE AREA BREAKDOWN

NEW SCREENED TRASH ENCLOSURE

1

V-B (w/ SPRINKLERS)

FLOOR 2: ELEMENT CYCLES, LLC M (MERCANTILE)

EXISTING PLANTER TO REMAIN A6.0 A6.1 A6.2

CONSTRUCTION TYPE:

1

EXISTING BUILDING OVERHANG

ALL WORK TO COMPLETED IN COMPLIANCE WITH THE NEWEST VERSION OF THE FOLLOWING CODES AND REGULATIONS AS REQ'D

1

16'-0" EXISTING ALLEY

71 2"

4'-8"

2015 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 SEATTLE ENERGY CODE

number

FIRE VALVE CABINET

A#.#

(3.25) 7,206.10 sf = 23,419.825

2015 SEATTLE BUILDING CODE 2015 SEATTLE FIRE CODE 2015 SEATTLE MECHANICAL CODE

FIRE VALVE WITHOUT CABINET

FV EQUIPMENT TAG / REFERENCE

1

3016 NE BLAKELY STREET SEATTLE, WA 98105

FAR:

FIRE EXTINGUISHER CABINET

1

TO NEW RETAIL BIKE SHOP (FLOORS 1 & 2); OFFICE (FLOOR 3)

FINISH TAG / REFERENCE

ELEMENT CYCLES

Rear and Side: NO residential Rear and Side: WITH residential One-half of the width of an abutting alley may be counted as part of the required setback. For the purpose of this Section 23.47A.014, the alley width and the location of the rear lot line shall be determined prior to any dedication that may be required for alley improvement purposes.

CPT-1

FIRE EXTINGUISHER WITHOUT CABINET

17-06

A#.#

per 23.47A.014

Front: The required setback forms a triangular area. Two sides of the triangle extend along the street lot line and side lot line 15 feet from the intersection of the residentially zoned lot's front lot line and the side lot line abutting the residentially zoned lot. The third side connects these two sides with a diagonal line across the commercially-zoned lot.

TENANT IMPROVEMENT: CHANGE OF USE FROM WAREHOUSE/OFFICE (FLOORS 1 & 2); LIGHT MANUFACTURING (FLOOR 3)

EXTERIOR ELEVATION REFERENCE

08/08/2017 10/16/2017

SETBACKS:

KEYNOTE REFERENCE FE

1

EXCEPT THE SOUTHWESTERLY 10 FEET THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 74496 FOR WIDENING OF RAILROAD AVENUE, AS PROVIDED BY ORDINANCE 22601 OF THE CITY OF SEATTLE. SCOPE:

1

permit intake submittal permit corrections 1

NO CHANGE

PROJECT NOTES & INFORMATION

PARKING:

FIRE HOSE CABINET

project

40 Feet

A#.#

Remodel for:

HEIGHT LIMIT:

INTERIOR ELEVATION REFERENCE

ENLARGED PLAN REFERENCE

DATE

7,206.10 SF

A#.#

WALL / ASSEMBLY REFERENCE

1

1 4

LOT SIZE:

NEW PARTITION

1

REVISION

LOTS 30 AND 31, BLOCK 5, EXPOSITION HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON;

C1-40

EXISTING CONSTRUCTION TO DEMOLISHED

REVISION CLOUD

#

LEGAL:

3016 NE BLAKELEY ST. 243620-0630

ZONING:

COLUMN GRID

Issue

ADDRESS: TAX I.D. #:

1

ZONING INFORMATION

6585763

NEW METAL LAMINATE FRAME AND/OR MDF WALL.

A

2

DPD PROJECT# :

EXISTING CONSTRUCTION TO REMAIN

NORTH ARROW

3

PROJECT INFORMATION

STRUCTURAL ENGINEER SWENSON SAY FAGET CONTACT: CHRIS POTTER 932 BROADWAY TACOMA, WA 98402 (253) 284-1685 -phone cpotter@swensonsayfaget.com

PERMIT

DESIGNER RYAN RHODES DESIGNS, INC. CONTACT: RYAN RHODES 303 NICKERSON ST SEATTLE, WA 98109 (206) 632-1818 -phone ryan@ryanrhodesdesigns.com

1

TENANT ELEMENT INVESTMENTS, LLC CONTACT: DENNIS WEIBLING 2205 CARILLON POINT KIRKLAND, WA 98033 (425)-889-4331 -phone dennis@rallycapllc.com

SYMBOL LEGEND

sheet

G1.0 number

A int po 0.1' 7 per SBC 1007.1.1.2, Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served.

EXIT INVENTORY

EXIT

1

1 BIKE STATION 1

project

BIKE STATION 2

HEIGHT CALCULATION FORMULA DR 4-2012 (A*a)+(B*b)+(C*c)+(D*d) a+b+c+d

D int po .40' 70

A*a B*b C*c D*d

70.10*61.50 83.49*64.75 74.00*61.50 74.40*64.75

= = = = =

B int po .49' 83

4311.15 5405.98 4551.00 4817.40 19,085.53

19,085.53 / 252.50

75.59

number

MAX TRAVEL DIST. x < 250' MAX x = 88.46'

17-06

33'-0"

1

47'-6"

EXIT

AVERAGE GRADE = 75.59'

1

= 55 OL w/ SPRINKLERS = 1 250' MAX EXIT TRAVEL DISTANCE (per SBC 1017.2) *sprinklers must meet SBC 903.3.1 requirements

CUSTOM WHEELS

ELEVATOR

BIKE/PARTS WASHING STATION

UP

74

82 80

76

Remodel for:

C int po .00' 74

78

3016 NE BLAKELY STREET SEATTLE, WA 98105

BIKE DISPLAY

ELEMENT CYCLES

40'-111 2"

BIKE STATION 3

NORTH

1

4'-101 2"

SCALE: 1/8" = 1'-0"

permit intake submittal permit corrections 1

NORTH

REVISION

SCALE: 1/8" = 1'-0"

DATE

FIRST FLOOR EXITING PLAN

#

HEIGHT CALCULATION

ELAB

BREAKROOM OFFICE

1 w/ SPRINKLERS = 300' MAX EXIT TRAVEL DISTANCE (per SBC 1017.2)

OPEN OFFICE FLOOR PLAN

Issue

OCCUPANCY GROUP B @ 50 GROSS

1

OCCUPANCY GROUP B @ 130 GROSS

PATRON BIKE FITTING

08/08/2017 10/16/2017

74

w/ SPRINKLERS = 1 100' MAX EXIT TRAVEL DISTANCE (per SBC 1006.2.1)

EXIT

RETAIL

MAX TRAVEL DIST. x < 100' MAX x = 79.22'

HEIGHT CALC/AVG GRADE @ 1/8" = 1'-0" PROPOSED EXITING PLANS @ 1/8" = 1'-0"

79

'-2 5

8

48'-5"

"

1

RESTROOMS

OCCUPANCY GROUP M @ 60 GROSS 1 w/ SPRINKLERS = 250' MAX EXIT TRAVEL DISTANCE (per SBC 1017.2) *sprinklers must meet SBC 903.3.1 requirements DECK

ELEVATOR

ELEVATOR

MAX TRAVEL DIST. x < 250' MAX x = 66.45'

EXIT

EXIT

MACHINE ROOM

EXIT DN

4'-1" clr 4'-0" MIN

EXIT UP

3'-8"

1

DN

AUTHORIZED ACCESS ONLY SIGN HERE

4'-0"

08/08/2017 sheet

SECOND FLOOR EXITING PLAN SCALE: 1/8" = 1'-0"

A1.0

THIRD FLOOR EXITING PLAN NORTH

SCALE: 1/8" = 1'-0"

number NORTH

DRAWING KEY: - NEW WALLS - EXISTING WALLS TO REMAIN - EXISTING TO BE REMOVED

29.0 LF

DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED.

6.

DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA.

A4.1 103

BIKE STATION 2

12.

UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4", UNLESS OTHERWISE NOTED.

2.

COMMERCIAL ELEVATORS USED IN TYPE A OR TYPE B BUILDINGS SHALL COMPLY WITH ICC/ANSI A117.1-2009 SECTION 407.

3.

MACHINERY ROOMS SHALL COMPLY WITH ASME A17.1 SECTIONS 2.7, 2.8, AND 3.7 SBC 3020.5.

4.

THE INSTALLATION OF PIPES, DUCTS, CONDUITS, WIRING, AND THE STORAGE OF MATERIALS NOT REQUIRED FOR THE OPERATION OF THE ELEVATOR IS PROHIBITED IN MACHINE ROOMS AND HOISTWAYS PER SBC 3010.1.

3'-0" flip-up

6.

7.

8.

9.

10.

11.

2

STEEL COLUMNS PER STRUCT.

open railing

ALL NEW ELEVATORS AND THEIR INSTALLATION SHALL CONFORM WITH ASME A17.1 AS AMENDED IN SBC SECTION 3016, AND THE SPECIFIC REQUIREMENTS OF SBC SECTIONS 3017, 3018, AND 3019.

21 20 19 18 17 16 15 14 13 12 11 10

7

6

5

4

48" W parts station

3'-0"x7'-0" / 20 min 1

1 3'-0"x7'-0" / 20 min

UP

2 3 PROPOSED EXTERIOR STEEL STAIR TO THIRD FLOOR retained walkway

STEP CONCRETE HERE FUR OUT CONC. FOUNDATION

100

RIP 2x4s @ 3" USE POLYISO RIGID INSUL. TO ACHIEVE R-23 MIN

UP

72 73. v ele

60 70. v ele

EXT. WALL TO BE 1 HR RATED ADJ. TO STAIR PER 1 SBC 1023.7 SEE DTL 3/A7.0

22 78. v ele

bench bench

EXISTING ROCKERY TO BE REMOVED

REMOVE EXISTING ROOF LADDER UP

31 83. v ele

EXTERIOR PICNIC AREA EXISTING ROCKERY TO REMAIN

78 UP

EXISTING COTTONWOOD TO BE REMOVED 1

(ext. walls to be rated per SBC 1023.7)

16

"D

74

EC

VERIFY ALL REQUIRED CLEARANCES, WALL CONSTRUCTION TYPES, AND NECESSARY STRUCTURAL SUPPORT WITH THE ELEVATOR MANUFACTURER. ELEVATOR PERMITS WILL BE REQUIRED PRIOR TO ELEVATOR INSTALLATION.

130 cfm

glulam treads

ELEVATOR INSTALLATIONS SHALL COMPLY WITH ASME A17.1 SECTION 8.4 FOR SEISMIC CONSIDERATIONS. THE PROVISIONS FOR SEISMIC ZONE 3 SHALL APPLY. SBC 3016.3.

PROVIDE WORKING CLEARANCES INSIDE THE MACHINERY ROOM AS SPECIFIED IN SBC SECTION 3020.4. THE WIDTH OF WORKING SPACE IN FRONT OF THE CONTROLLERS SHALL BE 30" OR THE WIDTH OF THE CONTROLLER IF GREATER. THE DEPTH OF THE WORKING SPACE IN THE DIRECTION OF ACCESS SHALL BE AT LEAST 48".

SPACE OUTSIDE THE MACHINE ROOM IS PERMITTED TO BE USED TO PROVIDE WORKING CLEARANCE REQUIRED FOR THE FRONT OF THE CONTROLLERS FOR ROOMS CONTAINING ONLY ELEVATOR CONTROLS.

8

BIKE/PARTS WASHING STATION

101

ELEVATOR HOISTWAY ENCLOSURES SHALL BE CONSTRUCTED AS SHAFT ENCLOSURES WITH A FIRE RESISTANCE RATING OF 1 HOUR. SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SBC SECTION 706, SBC 707.14 & SBC 707.4.2006.

ELEVATOR CONTROLS AND MACHINERY OTHER THAN DRIVING MACHINES AND GOVERNORS SHALL BE LOCATED IN A ROOM DEDICATED EXCLUSIVELY TO ELEVATOR EQUIPMENT. ELEVATOR EQUIPMENT AND MACHINE ROOMS SHALL BE ENCLOSED BY FIRE BARRIERS WITH A 1 HOUR RATING. SBC 3020.2.

9

ELEVATOR (machine room on floor 3)

5'-11 2" clr 1 1

4'-0" cased opening 11'-2" from conc.

CUSTOM WHEELS

ELEVATOR TO COMPLY WITH SECTION 2.27 OF ASME A17.1, AND SBC 3020.5 , AS WELL AS SEATTLE ELECTRICAL CODE, CHPT 296-96 WAC AND ALL ATTACHED ELEVATOR NOTES. ELEVATOR REQUIRES A SEPARATE PERMIT AND INSTALLATION BY A WASHINGTON STATE LICENSED ELEVATOR CONTRACTOR.

perimeter soffit above

bike parking

5.

DATE

perimeter soffit above

ELEVATOR NOTES NEW INSTALLATION OF COMMERCIAL ELEVATOR SHALL COMPLY WITH SBC 3021 & ASME A17.1, 2.1.3.4.

Remodel for: 1 A4.0

ALL MECHANICAL AND ELECTRICAL SCOPE OF WORK IS DESIGN/BUILD BY RESPECTIVE SUBCONTRACTORS. FIXTURE, GRILLE, SWITCH, AND OUTLET LOCATIONS, IF SHOWN, ARE PROVIDED FOR QUANTITY AND GENERAL LOCATION; RESPECTIVE SUBCONTRACTOR IS RESPONSIBLE FOR INTEGRATION OF DESIGN INTENT INTO EXISTING INFRASTRUCTURE.

1.

glass display case

1 A4.0

new 18'-0" x 10'-0" glazed aluminum garage door

13.

BIKE STATION 3

PROPOSED MAIN FLOOR PLAN @ 1/4" = 1'-0"

COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

EXTEND DRY WALL PAST BEAM

Issue

11.

2291.5 sf display space polished concrete

33"x34" utility sink

WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER TO ENSURE SECURITY.

work area

3'-0"x8'-0" bike shower

10.

MAIN ENTRANCE

half wall

6'-0" from conc.

"SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.

BIKE DISPLAY

align soffit with stair wall

9.

POS

"TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR.

REMOVE PORTION OF PLANTER; INTERFERES W/ NEW DOOR

EXIT

8.

work area

W18x86 per struct.

"ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.

number

36" AFF ACCESSIBLE TRANSACTION COUNTER WITH APPROPRIATE KNEE AND TOE CLEARANCES PER ICC/ANSI A117.1 SECTIONS 904.3 & 306

1

102

7.

17-06

project EXISTING DECK TO REMAIN

104

3 5.

3'-0"x7'-0"

3'-6"x7'-0" dbl acting door

BIKE STATION 1

3016 NE BLAKELY STREET SEATTLE, WA 98105

ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR FINISHES.

perimeter soffit above

1

4.

FUR IN CONCRETE WALL R-21 RIGID INSULATION

ELEMENT CYCLES

ALL PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING, UNLESS OTHERWISE NOTED.

18.0 LF

permit intake submittal permit corrections 1

3.

2'-0"

REVISION

GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UTILITIES, NOT COVERED IN THE CONSTRUCTION/ DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THE WORK. WHEN REMOVAL IS APPROVED BY THE ARCHITECT , GENERAL CONTRACTOR SHALL INSPECT, TEST, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE AND CAP.

EXIT

3'-0"

#

5.

INVENTORY

08/08/2017 10/16/2017

JOB SITE SHALL BE KEPT CLEAN AND SAFE DURING ALL PHASES OF CONSTRUCTION. PROTECT BUILDING FROM WATER DAMAGE DURING ALL PHASES OF CONSTRUCTION.

warranty desk

EXISTING CMU WALL FUR IN ALONG NORTH SIDE

glass display case

GENERAL CONTRACTOR TO REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN IN DRAWINGS. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN QUESTION OR ORDERING MATERIALS FOR WORK.

4.

inventory desk

1'-8" 1

EXISTING PLANTER TO REMAIN

awning above

3.

ANGLED STEEL BRACE PER STRUCT.

horizontal glulam above

2.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GC'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND SCHEDULE.

EXIT

GENERAL PLAN NOTES 1.

shipping desk

SECONDARY ENTRANCE

5.6 LF

CUST. SERVICE DESKS

80

82

08/08/2017 sheet

MAIN FLOOR (entry from NE Blakeley) SCALE: 1/4" = 1'-0"

A2.0

3875 sf total AVERAGE GRADE @ 75.59' NORTH

number

DRAWING KEY:

18" dw

mop sink

GENERAL PLAN NOTES

1

206

ELAB

COUNTER NOT TO BE HIGHER THAN 34" PER SBC 1109.3 AND ICC A117.1-2009 SEC. 804.4

GARBAGE RECEPTACLE 2 cubic yd rear load shown

15 ft projection screen

36" ref

130 cfm

EXISTING CMU WALL FUR IN ALONG NORTH SIDE

1229.1 sf (B) < 50 occ.

ENCLOSED TRASH AREA 138 sf

207

OFFICE

awning below

3'-0"x7'-0"

wahoo KickR trainer mat 36"x78"

employee lockers

GENERAL CONTRACTOR TO REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN IN DRAWINGS. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN QUESTION OR ORDERING MATERIALS FOR WORK.

EXISTING COLUMNS W/ DECK ABOVE TO REMAIN

204

"o

10.

WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER TO ENSURE SECURITY.

11.

12.

13.

" '-0 0" x7

COLUMN PER STRUCT.

"TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.

COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

COMMERCIAL ELEVATORS USED IN TYPE A OR TYPE B BUILDINGS SHALL COMPLY WITH ICC/ANSI A117.1-2009 SECTION 407.

4.

THE INSTALLATION OF PIPES, DUCTS, CONDUITS, WIRING, AND THE STORAGE OF MATERIALS NOT REQUIRED FOR THE OPERATION OF THE ELEVATOR IS PROHIBITED IN MACHINE ROOMS AND HOISTWAYS PER SBC 3010.1.

ELEVATOR HOISTWAY ENCLOSURES SHALL BE CONSTRUCTED AS SHAFT ENCLOSURES WITH A FIRE RESISTANCE RATING OF 1 HOUR. SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SBC SECTION 706, SBC 707.14 & SBC 707.4.2006.

7.

ELEVATOR INSTALLATIONS SHALL COMPLY WITH ASME A17.1 SECTION 8.4 FOR SEISMIC CONSIDERATIONS. THE PROVISIONS FOR SEISMIC ZONE 3 SHALL APPLY. SBC 3016.3.

8.

9.

10.

11.

ADA SHOWER 2

130 cfm 3'-0"x7'-0"/ 20 min

1 A4.0

RETAIL

DECK

D

30"x48" clr 3'-0"x7'-0"/ 20 min

2

RATED EXIT CORRIDOR

36" AFF ACCESSIBLE TRANSACTION COUNTER WITH APPROPRIATE KNEE AND TOE CLEARANCES PER ICC/ANSI A117.1 SECTIONS 904.3 & 306

EXIT

SHELF FROM FURRED OUT CONCRETE BELOW

42" high open railing

5'-05 8" CLR 1 ADA 2 RESTROOM 1 130 cfm A6.1 3'-0"x7'-0"/ 20 min

1

ALIGN

FUR OUT WALL TO ENCLOSE STEEL COLUMN

1 A6.1 ADA 1 RESTROOM 5'-05 8" CLR 1

1

ELEVATOR

POS HORIZONTAL GLULAM ABOVE

1

130 cfm

130 cfm

ELEVATOR TO COMPLY WITH SECTION 2.27 OF ASME A17.1, AND SBC 3020.5 , AS WELL AS SEATTLE ELECTRICAL CODE, CHPT 296-96 WAC AND ALL ATTACHED ELEVATOR NOTES. ELEVATOR REQUIRES A SEPARATE PERMIT AND INSTALLATION BY A WASHINGTON STATE LICENSED ELEVATOR CONTRACTOR.

1 A4.0

3'-0"x7'-0"/ 20 min

1462 sf display space W

PROP. BIKE PARKING

130 cfm 3'-0"x7'-0"/ 20 min

1 LAUNDRY

30"x48" clr

ALL NEW ELEVATORS AND THEIR INSTALLATION SHALL CONFORM WITH ASME A17.1 AS AMENDED IN SBC SECTION 3016, AND THE SPECIFIC REQUIREMENTS OF SBC SECTIONS 3017, 3018, AND 3019.

6.

ADA SHOWER 1

1 A6.1

20 min

PROVIDE "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN PER 2015 SBC SECTION 1010.1.9.3

1

EXIT

MACHINERY ROOMS SHALL COMPLY WITH ASME A17.1 SECTIONS 2.7, 2.8, AND 3.7 SBC 3020.5.

1'-0"

EXIT

3.

5.

6'-0"x7'-0"

GLASS GUARDRAIL W/ STEEL STANDOFFS

ELEVATOR NOTES

2.

'-0 "x7 0 ' 3 min 20 1 A6.1

ALL MECHANICAL AND ELECTRICAL SCOPE OF WORK IS DESIGN/BUILD BY RESPECTIVE SUBCONTRACTORS. FIXTURE, GRILLE, SWITCH, AND OUTLET LOCATIONS, IF SHOWN, ARE PROVIDED FOR QUANTITY AND GENERAL LOCATION; RESPECTIVE SUBCONTRACTOR IS RESPONSIBLE FOR INTEGRATION OF DESIGN INTENT INTO EXISTING INFRASTRUCTURE.

NEW INSTALLATION OF COMMERCIAL ELEVATOR SHALL COMPLY WITH SBC 3021 & ASME A17.1, 2.1.3.4.

EXISTING METERS

"

202

UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4", UNLESS OTHERWISE NOTED.

1.

1

3'-

"ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.

9.

DRESSING ROOM

Issue

8.

VERTICAL GLULAM

new 18'-0" x 8'-0" glazed aluminum garage door

7.

DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA.

RETAIL / ADA ENTRY

PANIC HARDWARE 21 20 19 18 17 16 15 14 13 12 11 10

9

8

7

6

5

4

3

17 16 15 14 13 12 11 10

201

3

200

9 4

DN

3

PROPOSED ROOF OVERHANG

1

DN

ELEVATOR CONTROLS AND MACHINERY OTHER THAN DRIVING MACHINES AND GOVERNORS SHALL BE LOCATED IN A ROOM DEDICATED EXCLUSIVELY TO ELEVATOR EQUIPMENT. ELEVATOR EQUIPMENT AND MACHINE ROOMS SHALL BE ENCLOSED BY FIRE BARRIERS WITH A 1 HOUR RATING. SBC 3020.2.

8

DN

7

6

5

3

2

1

PROPOSED EXTERIOR STEEL STAIR: SERRATED STEEL TREADS; C-CHANNEL STRINGERS (third floor occ. use only)

DN

1

EXT. WALL TO BE 1 HR RATED ADJ. TO STAIR PER SBC 1023.7 SEE DTL 3/A7.0

4

1

REMOVE EXISTING ROOF LADDER DN

EXTERIOR PICNIC AREA

PROVIDE WORKING CLEARANCES INSIDE THE MACHINERY ROOM AS SPECIFIED IN SBC SECTION 3020.4. THE WIDTH OF WORKING SPACE IN FRONT OF THE CONTROLLERS SHALL BE 30" OR THE WIDTH OF THE CONTROLLER IF GREATER. THE DEPTH OF THE WORKING SPACE IN THE DIRECTION OF ACCESS SHALL BE AT LEAST 48".

SPACE OUTSIDE THE MACHINE ROOM IS PERMITTED TO BE USED TO PROVIDE WORKING CLEARANCE REQUIRED FOR THE FRONT OF THE CONTROLLERS FOR ROOMS CONTAINING ONLY ELEVATOR CONTROLS.

PORTION OF EXISTING ROCKERY TO BE REMOVED EXISTING ROCKERY TO REMAIN

bench

1

(ext. walls to be rated per SBC 1023.7)

08/08/2017

VERIFY ALL REQUIRED CLEARANCES, WALL CONSTRUCTION TYPES, AND NECESSARY STRUCTURAL SUPPORT WITH THE ELEVATOR MANUFACTURER. ELEVATOR PERMITS WILL BE REQUIRED PRIOR TO ELEVATOR INSTALLATION.

1

203 6.

PROVIDE "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN PER 2015 SBC SECTION 1010.1.9.3

1

DATE

DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED.

6'-0"x7'-0"

5.

g

nin

pe

INFILL EXIST. WINDOW

3016 NE BLAKELY STREET SEATTLE, WA 98105

A4.1

'-0

ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR FINISHES.

ALUMINUM STOREFRONT SOLAR SHADING ABOVE

x7

4.

ELAB ENTRY

1

0"

ALL PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING, UNLESS OTHERWISE NOTED.

1

5'-

3.

205

ELEMENT CYCLES

GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UTILITIES, NOT COVERED IN THE CONSTRUCTION/ DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THE WORK. WHEN REMOVAL IS APPROVED BY THE ARCHITECT , GENERAL CONTRACTOR SHALL INSPECT, TEST, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE AND CAP.

1 NEW 2" RIGID FOAM INSULATION ALONG EXTERIOR PERIMETER OF BLDG SHEATHING SEE SHEET A7.0 FOR WALL ASSEMBLY DETAIL

08/08/2017 10/16/2017

5.

HORIZONTAL GLULAM BELOW

1

permit intake submittal permit corrections 1

PROTECT BUILDING FROM WATER DAMAGE DURING ALL PHASES OF CONSTRUCTION.

5

EXIT

4.

NEW SCREENED TRASH ENCLOSURE PER SMC 23.54.040(A), MIN 125 SF REQ'D.

PROPOSED SECOND FLOOR PLAN @ 1/4" = 1'-0"

JOB SITE SHALL BE KEPT CLEAN AND SAFE DURING ALL PHASES OF CONSTRUCTION.

1

REVISION

3.

BREAKROOM

#

2.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GC'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND SCHEDULE.

Remodel for:

1.

RECYCLING RECEPTACLE 2 cubic yd rear load shown

number

cleaning supplies

17-06

20x28.5 filing cabs

project

- NEW WALLS - EXISTING WALLS TO REMAIN - EXISTING TO BE REMOVED

sheet

SECOND FLOOR (entry from alley) SCALE: 1/4" = 1'-0"

A2.1

3977 sf total; 3885 sf conditioned space NORTH

number

EXISTING STRUCT. TO REMAIN

DRAWING KEY: - NEW WALLS - EXISTING WALLS TO REMAIN - EXISTING TO BE REMOVED

EXISTING CMU WALL FUR IN ALONG NORTH SIDE

GENERAL PLAN NOTES

JOB SITE SHALL BE KEPT CLEAN AND SAFE DURING ALL PHASES OF CONSTRUCTION.

ALL PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING, UNLESS OTHERWISE NOTED.

4.

ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR FINISHES.

5.

DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED.

6.

DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA.

306 HORIZONTAL GLULAM BELOW

305

"SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.

10.

WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER TO ENSURE SECURITY.

13.

ALIGN W/ BELOW FUR OUT WALL TO ENCLOSE STEEL COLUMN 1 A4.0

310

3741 sf

1 1 A4.0

ROOF BELOW

UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4", UNLESS OTHERWISE NOTED.

3'-0"x7'-0" 20 min

ALL MECHANICAL AND ELECTRICAL SCOPE OF WORK IS DESIGN/BUILD BY RESPECTIVE SUBCONTRACTORS. FIXTURE, GRILLE, SWITCH, AND OUTLET LOCATIONS, IF SHOWN, ARE PROVIDED FOR QUANTITY AND GENERAL LOCATION; RESPECTIVE SUBCONTRACTOR IS RESPONSIBLE FOR INTEGRATION OF DESIGN INTENT INTO EXISTING INFRASTRUCTURE.

1 ELEVATOR LOBBY

4" :12 min

12.

COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

OPEN OFFICE FLOOR PLAN

1

11.

INFILL EXISTING DOOR W/ NEW WINDOW

5

1 3'-0"x7'-0" / 20 min 1 A6.2 ADA RESTROOM 130 cfm 1 5'-05 8" CLR 1

2 303

5.

6.

7.

ELEVATOR HOISTWAY ENCLOSURES SHALL BE CONSTRUCTED AS SHAFT ENCLOSURES WITH A FIRE RESISTANCE RATING OF 1 HOUR. SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SBC SECTION 706, SBC 707.14 & SBC 707.4.2006.

ELEVATOR INSTALLATIONS SHALL COMPLY WITH ASME A17.1 SECTION 8.4 FOR SEISMIC CONSIDERATIONS. THE PROVISIONS FOR SEISMIC ZONE 3 SHALL APPLY. SBC 3016.3.

9.

PROVIDE WORKING CLEARANCES INSIDE THE MACHINERY ROOM AS SPECIFIED IN SBC SECTION 3020.4. THE WIDTH OF WORKING SPACE IN FRONT OF THE CONTROLLERS SHALL BE 30" OR THE WIDTH OF THE CONTROLLER IF GREATER. THE DEPTH OF THE WORKING SPACE IN THE DIRECTION OF ACCESS SHALL BE AT LEAST 48".

SPACE OUTSIDE THE MACHINE ROOM IS PERMITTED TO BE USED TO PROVIDE WORKING CLEARANCE REQUIRED FOR THE FRONT OF THE CONTROLLERS FOR ROOMS CONTAINING ONLY ELEVATOR CONTROLS.

11.

authorized access only sign

1 MACHINE ROOM

302 1

4"

:12 min

1

5'-05 8" CLR ADA RESTROOM 130 cfm 2 1 A6.2 3'-0"x7'-0"/20 min 1

0m

EXIT

ALL NEW ELEVATORS AND THEIR INSTALLATION SHALL CONFORM WITH ASME A17.1 AS AMENDED IN SBC SECTION 3016, AND THE SPECIFIC REQUIREMENTS OF SBC SECTIONS 3017, 3018, AND 3019.

ELEVATOR CONTROLS AND MACHINERY OTHER THAN DRIVING MACHINES AND GOVERNORS SHALL BE LOCATED IN A ROOM DEDICATED EXCLUSIVELY TO ELEVATOR EQUIPMENT. ELEVATOR EQUIPMENT AND MACHINE ROOMS SHALL BE ENCLOSED BY FIRE BARRIERS WITH A 1 HOUR RATING. SBC 3020.2.

10.

INFILL EXISTING WINDOW

THE INSTALLATION OF PIPES, DUCTS, CONDUITS, WIRING, AND THE STORAGE OF MATERIALS NOT REQUIRED FOR THE OPERATION OF THE ELEVATOR IS PROHIBITED IN MACHINE ROOMS AND HOISTWAYS PER SBC 3010.1.

8.

NEW 2" RIGID FOAM INSULATION ALONG EXTERIOR PERIMETER OF BLDG SHEATHING SEE SHEET A7.0 FOR WALL ASSEMBLY DETAIL

1

3'-0"x6'-8"

4.

HORIZONTAL GLULAM ABOVE

"/2

MACHINERY ROOMS SHALL COMPLY WITH ASME A17.1 SECTIONS 2.7, 2.8, AND 3.7 SBC 3020.5.

x7 '-0

3.

ELEVATOR

3'0"

COMMERCIAL ELEVATORS USED IN TYPE A OR TYPE B BUILDINGS SHALL COMPLY WITH ICC/ANSI A117.1-2009 SECTION 407.

:12 min

2.

4"

NEW INSTALLATION OF COMMERCIAL ELEVATOR SHALL COMPLY WITH SBC 3021 & ASME A17.1, 2.1.3.4, AND ASME A17.1 PART 3.

3

301

1

17 16 15 14 13 12 11 10 300

DECK

1

DN

4"

:12 min

STRUCTURE BELOW

3

DASHED LINE REPRESENTS FINISHED WALLS BELOW

1

9

8

7

6

5

4

3

2

311

RAISE SILL 1'-0" IN EXIST OPENING FOR NEW WINDOW FOR GRAB BAR CLEARANCE

1 312

RAISE SILL 1'-0" IN EXIST OPENING FOR NEW WINDOW FOR GRAB BAR CLEARANCE

1 4

1

1.

ELEVATOR TO COMPLY WITH SECTION 2.27 OF ASME A17.1, AND SBC 3020.5 , AS WELL AS SEATTLE ELECTRICAL CODE, CHPT 296-96 WAC AND ALL ATTACHED ELEVATOR NOTES. ELEVATOR REQUIRES A SEPARATE PERMIT AND INSTALLATION BY A WASHINGTON STATE LICENSED ELEVATOR CONTRACTOR.

in

ELEVATOR NOTES

1

1

1

PROPOSED EXTERIOR STEEL STAIR: SERRATED STEEL TREADS; C-CHANNEL STRINGERS (third floor occ. use only)

PROPOSED THIRD FLOOR PLAN @ 1/4" = 1'-0"

9.

304

DATE

"TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR.

Remodel for:

8.

EXISTING 5-3/4 x 15 GLULAM

Issue

"ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.

EXISTING COLUMNS TO REMAIN

VERTICAL GLULAM

1'-6"

7.

PROPOSED ROOF OVERHANG

CABLE RAIL

1

(ext. walls to be rated per SBC 1023.7)

08/08/2017

VERIFY ALL REQUIRED CLEARANCES, WALL CONSTRUCTION TYPES, AND NECESSARY STRUCTURAL SUPPORT WITH THE ELEVATOR MANUFACTURER. ELEVATOR PERMITS WILL BE REQUIRED PRIOR TO ELEVATOR INSTALLATION.

number

1 A4.1

3016 NE BLAKELY STREET SEATTLE, WA 98105

3.

EXISTING DECK TO ACCESS EXISTING CELL TOWERS TO REMAIN

1

GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UTILITIES, NOT COVERED IN THE CONSTRUCTION/ DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THE WORK. WHEN REMOVAL IS APPROVED BY THE ARCHITECT , GENERAL CONTRACTOR SHALL INSPECT, TEST, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE AND CAP.

1

ELEMENT CYCLES

5.

307

NEW 2" RIGID FOAM INSULATION ALONG EXTERIOR PERIMETER OF BLDG SHEATHING SEE SHEET A7.0 FOR WALL ASSEMBLY DETAIL

08/08/2017 10/16/2017

PROTECT BUILDING FROM WATER DAMAGE DURING ALL PHASES OF CONSTRUCTION.

1

permit intake submittal permit corrections 1

4.

5

17-06

project

GENERAL CONTRACTOR TO REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN IN DRAWINGS. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN QUESTION OR ORDERING MATERIALS FOR WORK.

REVISION

3.

AWNING BELOW

#

2.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GC'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND SCHEDULE.

aluminum storefront solar shading above

1.

309 ALIGN WITH BELOW

308

sheet

THIRD FLOOR (entry from alley) SCALE: 1/4" = 1'-0"

A2.2

3875 sf total; 3741 sf conditioned space NORTH

number

EXISTING ROOF TO REMAIN

GENERAL PLAN NOTES

GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UTILITIES, NOT COVERED IN THE CONSTRUCTION/ DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THE WORK. WHEN REMOVAL IS APPROVED BY THE ARCHITECT , GENERAL CONTRACTOR SHALL INSPECT, TEST, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE AND CAP.

3.

ALL PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING, UNLESS OTHERWISE NOTED.

4.

ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR FINISHES.

5.

DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED.

6.

DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA.

7.

"ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.

8.

"TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR.

9.

"SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.

10.

WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER TO ENSURE SECURITY.

11.

COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

12.

UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4", UNLESS OTHERWISE NOTED.

number

HORIZONTAL GLULAM BELOW EXISTING ROOF DRAIN EXISTING DECK TO REMAIN 1 A4.1 30" ALUMINUM STOREFRONT SOLAR SHADING BELOW PER ELEV

EXTEND EXISTING PARAPET TO CAP NEW SIDING

EXISTING ROOF TO REMAIN

VERTICAL 6-3/4 x 24 GLULAM BELOW

1 A4.0

1 A4.0

3016 NE BLAKELY STREET SEATTLE, WA 98105

PROTECT BUILDING FROM WATER DAMAGE DURING ALL PHASES OF CONSTRUCTION.

ELEMENT CYCLES

4.

CELL TOWER TO REMAIN

08/08/2017 10/16/2017

JOB SITE SHALL BE KEPT CLEAN AND SAFE DURING ALL PHASES OF CONSTRUCTION.

CELL TOWER @ 117.7' TO REMAIN

17-06

project

GENERAL CONTRACTOR TO REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN IN DRAWINGS. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN QUESTION OR ORDERING MATERIALS FOR WORK.

3.

5.

AWNING @ FLOOR 1 BELOW

DATE

2.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GC'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND SCHEDULE.

Remodel for:

1.

CELL TOWER TO REMAIN

REVISION

permit intake submittal permit corrections 1 1

NEW ELEVATOR BELOW NOTE: ALL RELIEF, OUTSIDE AIR INTAKE AND EXHAUST OPENINGS SHALL BE PROVIDED WITH DAMPERS IN ACCORDANCE W/ MECHANICAL SECTION C403.2.4.3

#

ALL MECHANICAL AND ELECTRICAL SCOPE OF WORK IS DESIGN/BUILD BY RESPECTIVE SUBCONTRACTORS. FIXTURE, GRILLE, SWITCH, AND OUTLET LOCATIONS, IF SHOWN, ARE PROVIDED FOR QUANTITY AND GENERAL LOCATION; RESPECTIVE SUBCONTRACTOR IS RESPONSIBLE FOR INTEGRATION OF DESIGN INTENT INTO EXISTING INFRASTRUCTURE.

Issue

NEW ROOF TO SHEET FLOW TO EXISTING 1 4" :12 min

EXISTING ROOF HATCH TO BE SEALED; EXISTING ACCESS FROM EXISTING DECK TO REMAIN

60 70. v ele

72 73. v ele

NEW ROOF TO SHEET FLOW TO EXISTING

22 78. v ele

PROPOSED ROOF PLAN @ 1/4" = 1'-0"

4"

:12 min

DASHED LINE INDICATES EXTERIOR WALLS BELOW

1

13.

HATCHED AREA INDICATES NEW OVERHANG BUILT @ EXISTING ROOF

31 83. v ele

08/08/2017 sheet

A2.3

ROOF PLAN SCALE: 1/4" = 1'-0"

NORTH

number

EXISTING CELL PHONE TOWERS TO REMAIN

30" DEEP HORIZONTAL SOLAR SHADES 2x FASCIA 2x TRIM, PTD BLACK TAPER GLULAM BEAM 24 GA. METAL CAP FLASHING 5-1/8x12 GLULAM BEYOND

CABLE RAIL; SPACING BTWN CABLES < 3-7/8"

Remodel for:

WEATHERED CEDAR CHANNEL SIDING W/ 2" REVEAL

PAINTED HARDIE PANEL SMOOTH, PMS 2995 C PAINTED HARDIE PANEL SMOOTH, BLACK 30" DEEP HORIZONTAL SOLAR SHADES

REVISION

permit intake submittal permit corrections 1 1

6-3/4 x 24 GLULAM BEAM w/ FLASHING

#

DATE

ALUMINUM STOREFRONT WINDOWS

EXISTING CMU WALL TO REMAIN

e

STEEL BRACE PER STRUCT. SIGN LOCATION PAINTED HARDIE PANEL SMOOTH, BLACK

ARCHITECTURAL CONCRETE RETAINING WALL

AVERAGE GRADE @ 75.59' bench

3016 NE BLAKELY STREET SEATTLE, WA 98105

PAINTED HARDIE PANEL SMOOTH, PMS 2995 C

08/08/2017 10/16/2017

PAINTED HARDIE PANEL SMOOTH, PTD BLACK

2x TRIM, PTD BLACK

ELEMENT CYCLES

2x12 TRIM BAND, PTD BLACK

Issue

GRASS TREADS; COR-TEN STEEL RISERS bench

DASHED LINE INDICATES EXISTING GRADE

WEST ELEVATION SCALE: 1/4" = 1'-0"

PROPOSED WEST ELEVATION @ 1/4" = 1'-0"

1

number

project

+ 40'-0" @ 115.59'

17-06

T-MOBILE CELL TOWERS @ 118.2'

08/08/2017 sheet

A3.0 number

EXISTING CELL PHONE TOWERS TO REMAIN

NEW ROOF 24 GA. METAL CAP FLASHING

2'-0" x 8'-0" HARDIE PANEL, PTD

SOLAR SHADE BEYOND PAINTED SMOOTH HARDIE PANEL PMS 2995 C EXISTING DECK TO REMAIN

EXISTING CMU WALL BEYOND

Remodel for:

STEEL POSTS PER STRUCT.

CABLE RAIL; SPACING BTWN CABLES < 3-7/8" CABLE RAIL SERRATED STEEL TREADS W/ C CHANNEL STRINGERS

GLULAM BEAM BEYOND

6'-0" HIGH SCREENED TRASH ENCLOSURE

1

1

DATE

WEATHERED CEDAR CHANNEL SIDING W/ 2" REVEAL

PROPOSED SITE STEPS

DASHED LINE INDICATES EXISTING GRADE AVERAGE GRADE @ 75.59'

08/08/2017 10/16/2017

NEW T&G SOFFIT

3016 NE BLAKELY STREET SEATTLE, WA 98105

6-3/4 x 24 GLB

ELEMENT CYCLES

2x12 TRIM BAND, PTD BLACK

permit intake submittal permit corrections 1

(REFLECTS WHERE NEW 2x6 WALLS MEET EXISTING 2x4 FRAMING ON INTERIOR)

BLACK

REVISION

2x FASCIA, PTD BLACK

PMS 2995 C

#

24 GA. METAL CAP FLASHING

Issue

SOUTH ELEVATION SCALE: 1/4" = 1'-0"

PROPOSED SOUTH ELEVATION @ 1/4" = 1'-0"

1

number

project

+ 40'-0" @ 115.59'

17-06

T-MOBILE CELL TOWERS @ 118.2'

08/08/2017 sheet

A3.1 number

number

project

+ 40'-0" @ 115.59'

17-06

T-MOBILE CELL TOWERS @ 118.2'

3016 NE BLAKELY STREET SEATTLE, WA 98105

permit intake submittal permit corrections 1 1

DIAGRAM DEPICTING % OF OPENING PER TABLE 705.8 @ 1/4" = 1'-0"

REVISION

AVERAGE GRADE @ 75.59'

#

Issue

DATE

Remodel for:

54.84 SF

08/08/2017 10/16/2017

186.50 SF

ELEMENT CYCLES

687.75 SF

SOUTH ELEVATION SCALE: 1/4" = 1'-0"

CALCULATIONS: Table 705.8 Openings. Openings in exterior walls shall comply with Sections 705.8.1 through 705.8.6.

For spaces that are not provided with exterior walls, the vertical plane at the edge of the horizontal projection of the roof or floor is considered an exterior wall.

Allowable Area @ 10 ft < x < 15 ft fire separation, Unprotected, Sprinklered => 45%

186.50 + 54.84 = 241.34 241.34/687.75 = 35% 35% < 45%

08/08/2017 1

sheet

A3.11 number

EXISTING CELL PHONE TOWERS TO REMAIN

number

project

+ 40'-0" @ 115.59'

17-06

T-MOBILE CELL TOWERS @ 118.2'

1

INFILL EXISTING 'DOOR TO NOWHERE' W/ NEW STOREFRONT SLIDING WINDOW

PROPOSED ROOF OVERHANG

5-1/8x12 GLULAM BEYOND

HATCH INDICATES TO REPLACE EXISTING W/ NEW WINDOWS

EXISTING DECK TO REMAIN RESIDE WITH WEATHERED CEDAR, SAME AS USED ELSEWHERE

(E) (E) neighboring building

POSTS PER STRUCT.

2'-0" x 8'-0" HARDIE PANEL, PTD retail entrance

e

e-lab entrance existing meters

DASHED LINE INDICATES 6'-0" HIGH SCREENED TRASH ENCLOSURE IN FOREGROUND

1

Remodel for:

NEW STEEL STAIR TO THIRD FLOOR SERRATED STEEL TREADS; C-CHANNEL STRINGERS

3016 NE BLAKELY STREET SEATTLE, WA 98105

GLULAM BEYOND

ELEMENT CYCLES

2x TRIM BAND CEDAR T&G SOFFIT

REVISION

permit intake submittal permit corrections 1

#

1

DATE

EXISTING COLUMNS TO REMAIN

Issue

INFILL EXISTING WINDOW

AVERAGE GRADE @ 75.59'

08/08/2017 10/16/2017

INFILL EXISTING GARAGE DOOR; REPLACE W/ NEW WINDOW

EAST ELEVATION PROPOSED EAST ELEVATION @ 1/4" = 1'-0"

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

08/08/2017 sheet

A3.2 number

EXISTING CELL PHONE TOWERS TO REMAIN

number

project

+ 40'-0" @ 115.59'

17-06

T-MOBILE CELL TOWERS @ 118.2'

1

EDGE OF NEW SIDING

HORIZONTAL GLULAM BEAM BEYOND NEW CEDAR T&G SOFFIT

EXISTING CMU WALL TO REMAIN

1

Remodel for:

EXISTING DECK TO REMAIN

6'-0" HIGH SCREENED TRASH ENCLOSURE

3016 NE BLAKELY STREET SEATTLE, WA 98105

EXTEND EXISTING ROOF EDGE

ELEMENT CYCLES

NEW ROOF BEYOND

permit intake submittal permit corrections 1 1

HORIZONTAL GLULAM BEAM AWNING

AVERAGE GRADE @ 75.59'

Issue

STEEL BRACE PER PLAN

08/08/2017 10/16/2017

REVISION #

DATE

VERTICAL GLULAM BEAM

NORTH ELEVATION PROPOSED NORTH ELEVATION @ 1/4" = 1'-0"

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

08/08/2017 sheet

A3.3 number

cell tower height 2 @ 118.9' cell tower height 1 @ 117.7'

EXISTING ROOF TRUSSES

2X8 JOISTS PER STRUCT

6-3/4x24 GLULAM BEAM 1 FUR DOWN SOFFIT (CEDAR T&G SOFFIT)

to exterior stair

R-10 MIN INSUL AT WINDOW HEADERS, typ.

ALUMINUM STOREFRONT WINDOW

1

2 LAYERS TYPE "X" GWB

SCUPPER BEYOND TAPERED RIGID INSUL TO DRAIN 1 JOISTS PER STRUCT. MIN R-38 ABOVE DECK

SOUND DEADENING BATTS

EXISTING EXTERIOR WALLS

EXISTING FLOOR TRUSSES PRE-EXISTING ROOF MEMBERS LAUNDRY

GC TO VERIFY R-13 AT EXISTING WALLS ADD NEW 2" RIGID INSULATION FOAM TO EXTERIOR OF SHEATHING (yields R7.5 ci MIN) SEE SHEET A7.0 FOR WALL ASSEMBLY

DECK

Remodel for:

RESTROOM

SCUPPER BEYOND

1

GLASS GUARDRAIL

3016 NE BLAKELY STREET SEATTLE, WA 98105

EXISTING 2x4 PERIMETER WALLS GC TO VERIFY R-13 BATT INSULATION

SINGLE PLY MEMBRANE ROOFING

1

ELEVATOR

ELEMENT CYCLES

2" CLOSED CELL SPRAY-IN INSULATION UNDER ROOF SHEATHING + R-49 BATTS THERMOSEAL 2100; ICC-ES REPORT ESR-3225

number

2X FASCIA

EXISTING ROOF

NEW CONTINUOUS INSULATION @ EXTERIOR OF SHEATHING

17-06

2X SLEEPERS ON TOP OF JOISTS NOTCH O/ GLB

project

+ 40'-0" @ 115.59'

R-38 BATT INSULATION W18x86 PER STRUCT

BIKE STATION 3

C-CHANNEL STRINGERS GLULAM TREADS STEEL ROD RAILING

to bike wash

shelf (furred out foundation wall) AREA OF REMODEL

AREA OF ADDITION

EXISTING EXTERIOR WALL TO BE REMOVED @ MAIN LEVEL

NEW CONC. FOOTING PER STRUCT.

Issue

EXISTING CONC. FOOTING

1

AVERAGE GRADE @ 75.59'

permit intake submittal permit corrections 1

glass display case

BIKE STORAGE BENEATH STAIRS

REVISION

CUSTOM WHEELS

#

GC TO VERIFY R-21 RIGID INSULATION IN EXISTING WALLS

POLISH EXISTING CONCRETE FLOOR THROUGHOUT

DATE

CEILING PER ARCH PLAN

CEILING PER ARCH PLAN

2/08/2017 9/15/2017

EXISTING FLOOR JOISTS 2x12s

MIN R-10 RIGID INSULATION UNDER NEW SLAB

PROPOSED BUILDING SECTION

PROPOSED BUILDING SECTIONS @ 1/4" = 1'-0"

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

08/08/2017 sheet

A4.0 number

24 GA. METAL CAP FLASHING

EXIST. ROOFING REMAINS

2X12 SMOOTH/PTD TRIM NEW STEEL RIM PER STRUCT.

HARDIE PANEL SIDING 2" CLOSED CELL SPRAY-IN INSUL. THERMOSEAL 2100; ICC-ES REPORT ESR-3225 1 EXIST. ROOF FRAMING

HDR PER STRUCT.

number

R-10 RIGID INSULATION

17-06

project

R-38 BATT INSULATION

5/8" GWB (TYP. UNO)

2x3 HEAD TRIM ON EDGE W/ HEAD FLASHING BACKER ROD AND SEALANT (TYP.) WRAP SELF-ADHERING MEMBRANE UNDER HEAD FRAMING (TYP.)

CARPET O/ PAD

BACK DAM AND DRIP FLASHING WRAP SELF-ADHERING MEMBRANE UNDER SILL

ROCKWOOL SOUND DEADENING BATTS

EXTENT OF HARDI ABOVE

HARDIE BOARD SIDING

1X SMOOTH, PTD. VERT. COL. CASING WRAP SELF-ADHERING MEMBRANE AROUND COL.

R-10 RIGID INSULATION (TYPICAL @ ALL HEADERS)

Remodel for:

R-21 RIGID INSULATION

3016 NE BLAKELY STREET SEATTLE, WA 98105

BASE TRIM PER SPEC BEYOND

ELEMENT CYCLES

EXTENT OF 1X VERT. COLUMN CASING BEYOND

1/2" PLYWD

5/8" GWB O/ RESILIENT CHANNELS EXTENT OF BEAM BEYOND

DATE

1X PTD. FILLER TRIM

BACKER ROD & SEALANT ALUM. STOREFRONT SYSTEM

STEEL COLUMN DETAIL @ WEST FACADE SCALE: 1-1/2" = 1'-0" Issue

BACK DAM AND DRIP FLASHING WRAP SELF-ADHERING MEMBRANE UNDER SILL

1

2

permit intake submittal permit corrections 1

EXIST. 1-5/8" GYPCRETE TOPPING SLAB

REVISION

EXTENT OF 1X VERT. COLUMN CASING BEYOND

#

BASE TRIM PER SPEC BEYOND

2/08/2017 9/15/2017

STL. COL. PER STRUCT.

EXIST. FLOOR FRAMING R-21 RIGID INSULATION HARDIE BOARD SIDING BACKER ROD AND SEALANT (TYP.) WRAP SELF-ADHERING MEMBRANE UNDER HEAD FRAMING (TYP.)

EXIST. FRAMING TO BE EXPOSED EXIST. BEAM BYND (LOWEST POINT) FURRED DOWN PERIMETER SOFFIT W/ 5/8" GWB

ALUMINUM STOREFRONT SYSTEM BACK DAM SET IN SEALANT EXIST. FINISH GRADE (REMAINS)

EXIST. 4" THK CONC. SLAB POLISH AND SEAL EXISTING FOOTING

PROPOSED TYPICAL WALL SECTION @ 1-1/2" = 1'-0"

ALUMINUM COMP CHANNEL

08/08/2017 sheet

1

PROPOSED TYPICAL WALL SECTION @ WEST WALL SCALE: 1-1/2" = 1'-0"

A4.1 number

102 103 104

T.O. EXPOSED STRUCTURE

HATCH INDICATES SAFETY GLAZING

number

17-06

project

TRANSOM WINDOW

HATCH INDICATES SAFETY GLAZING

1 1

100

101

STOREFRONT T700 SCALE: 1/2" = 1'-0"

102

STOREFRONT T700 SCALE: 1/2" = 1'-0"

Remodel for:

1

STOREFRONT T700 SCALE: 1/2" = 1'-0"

1

3016 NE BLAKELY STREET SEATTLE, WA 98105

T.O. CONC. SLAB

ELEMENT CYCLES

HATCH INDICATES SAFETY GLAZING

DOOR NOTES

REVISION

permit intake submittal permit corrections 1 1

TRANSOM WINDOW

#

GLAZING: DG = dual glazing E = low-e glazing S = safety glazing GENERAL NOTES: 2"

at barrier free and public spaces

Issue

1

08/08/2017 10/16/2017

DATE

T.O. EXPOSED STRUCTURE

shall be protected by a tight-fitting smoke and draft control assembly having a fire protection of not less than 20 mins. Door and frame shall bear an approved label or other identification showing the fire rating followed by the letter "S", per IBC 716.5.7.3.

HATCH INDICATES SAFETY GLAZING

HATCH INDICATES SAFETY GLAZING

HATCH INDICATES SAFETY GLAZING

1

Code C303.1.3 Fenestration product rating. or special knowledge or effort per SBC 1010.1.9.

D100

D101

ALUMINUM OVERHEAD DOOR SCALE: 1/2" = 1'-0"

STOREFRONT T700 DOOR SCALE: 1/2" = 1'-0"

D102

STOREFRONT T700 DOOR SCALE: 1/2" = 1'-0"

DOOR HARDWARE TYPES TYPE A

TYPE B

3 EA HINGES CLOSERS GASKETING THRESHOLD PUSH/PULL HARDWARE 1 EA SIGN "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS." DEADBOLT FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

3 EA HINGES CLOSERS GASKETING THRESHOLD PANIC HARDWARE KEY-CARD ENTRY SYSTEM FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

TYPE C 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET TYPE D 3 EA HINGES CLOSERS GASKETING PANIC HARDWARE FLOOR STOPS AND HOLDERS

TYPE E 3 EA HINGES CLOSERS LEVER-TYPE PRIVACY LOCK LATCHSET BASE STOPS TYPE F 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET (classroom function) KEY-CARD ENTRY SYSTEM BASE STOPS

TYPE G 3 EA HINGES CLOSERS GASKETING THRESHOLD LEVER-TYPE LATCHSET KEY-CARD ENTRY SYSTEM FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

TYPE H

TYPE I

3 EA HINGES CLOSERS GASKETING THRESHOLD LEVER-TYPE LATCHSET DEADBOLT FLOOR STOPS

3 EA HINGES LEVER-TYPE LATCHSET TYPE J 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET (privacy function)

ENLARGED WINDOW ELEVATIONS FLOOR 1 @ 1/2" = 1'-0"

T.O. CONC. SLAB

TYPE K BI-PASS HARDWARE FLUSH PULLS

08/08/2017 sheet

A5.0 number

203 204 205

HATCH INDICATES SAFETY GLAZING

HATCH INDICATES SAFETY GLAZING

number

17-06

project

T.O. CEILING

1

HATCH INDICATES SAFETY GLAZING

HATCH INDICATES SAFETY GLAZING

1

202

203

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

STOREFRONT T700 SCALE: 1/2" = 1'-0"

DATE

DOOR NOTES

T.O. CEILING

REVISION

permit intake submittal permit corrections 1

#

1

GLAZING: DG = dual glazing E = low-e glazing S = safety glazing GENERAL NOTES: 2"

at barrier free and public spaces

Issue

1

SOLID DOOR

shall be protected by a tight-fitting smoke and draft control assembly having a fire protection of not less than 20 mins. Door and frame shall bear an approved label or other identification showing the fire rating followed by the letter "S", per IBC 716.5.7.3.

HATCH INDICATES SAFETY GLAZING

HATCH INDICATES SAFETY GLAZING

3016 NE BLAKELY STREET SEATTLE, WA 98105

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

STOREFRONT T700

08/08/2017 10/16/2017

201

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

STOREFRONT T700

Remodel for:

200

STOREFRONT T700

ELEMENT CYCLES

T.O. FINISH FLOOR

1

T.O. FINISH FLOOR

Code C303.1.3 Fenestration product rating. or special knowledge or effort per SBC 1010.1.9.

D200

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

D201

ALUMINUM OVERHEAD DOOR SCALE: 1/2" = 1'-0"

SOLID CORE STEEL SCALE: 1/2" = 1'-0"

D202

STOREFRONT T700 DOOR SCALE: 1/2" = 1'-0"

DOOR HARDWARE TYPES TYPE A

TYPE B

3 EA HINGES CLOSERS GASKETING THRESHOLD PUSH/PULL HARDWARE 1 EA SIGN "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS." DEADBOLT FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

3 EA HINGES CLOSERS GASKETING THRESHOLD PANIC HARDWARE KEY-CARD ENTRY SYSTEM FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

TYPE C 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET TYPE D 3 EA HINGES CLOSERS GASKETING PANIC HARDWARE FLOOR STOPS AND HOLDERS

TYPE E 3 EA HINGES CLOSERS LEVER-TYPE PRIVACY LOCK LATCHSET BASE STOPS TYPE F 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET (classroom function) KEY-CARD ENTRY SYSTEM BASE STOPS

TYPE G 3 EA HINGES CLOSERS GASKETING THRESHOLD LEVER-TYPE LATCHSET KEY-CARD ENTRY SYSTEM FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

TYPE H

TYPE I

3 EA HINGES CLOSERS GASKETING THRESHOLD LEVER-TYPE LATCHSET DEADBOLT FLOOR STOPS

3 EA HINGES LEVER-TYPE LATCHSET TYPE J 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET (privacy function)

ENLARGED WINDOW ELEVATIONS FLOOR 2 @ 1/2" = 1'-0"

206

STOREFRONT T700

TYPE K BI-PASS HARDWARE FLUSH PULLS

08/08/2017 sheet

A5.1 number

T.O. CEILING

number

17-06

project

300 301 302

1 1

303

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

3016 NE BLAKELY STREET SEATTLE, WA 98105

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

STOREFRONT T700

Remodel for:

300

STOREFRONT T700

ELEMENT CYCLES

T.O. FINISH FLOOR

305 306 307

DOOR NOTES

T.O. CEILING

DATE

GLAZING: DG = dual glazing E = low-e glazing S = safety glazing

2/08/2017 9/15/2017

T.O. CEILING

GENERAL NOTES:

HATCH INDICATES SAFETY GLAZING

HATCH INDICATES SAFETY GLAZING

T.O. FINISH FLOOR

permit intake submittal permit corrections 1 1

shall be protected by a tight-fitting smoke and draft control assembly having a fire protection of not less than 20 mins. Door and frame shall bear an approved label or other identification showing the fire rating followed by the letter "S", per IBC 716.5.7.3.

REVISION

HATCH INDICATES SAFETY GLAZING

at barrier free and public spaces

#

HATCH INDICATES SAFETY GLAZING HATCH INDICATES SAFETY GLAZING

2"

Issue

1

1

T.O. FINISH FLOOR

Code C303.1.3 Fenestration product rating.

305

308

STOREFRONT T700 SCALE: 1/2" = 1'-0"

D300

STOREFRONT T700 SCALE: 1/2" = 1'-0"

STOREFRONT T700 DOOR SCALE: 1/2" = 1'-0"

DOOR HARDWARE TYPES TYPE A

TYPE B

3 EA HINGES CLOSERS GASKETING THRESHOLD PUSH/PULL HARDWARE 1 EA SIGN "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS." DEADBOLT FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

3 EA HINGES CLOSERS GASKETING THRESHOLD PANIC HARDWARE KEY-CARD ENTRY SYSTEM FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

TYPE C 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET TYPE D 3 EA HINGES CLOSERS GASKETING PANIC HARDWARE FLOOR STOPS AND HOLDERS

TYPE E 3 EA HINGES CLOSERS LEVER-TYPE PRIVACY LOCK LATCHSET BASE STOPS TYPE F 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET (classroom function) KEY-CARD ENTRY SYSTEM BASE STOPS

TYPE G 3 EA HINGES CLOSERS GASKETING THRESHOLD LEVER-TYPE LATCHSET KEY-CARD ENTRY SYSTEM FULL WEATHERSTRIPPING FLOOR STOPS AND HOLDERS

TYPE H

TYPE I

3 EA HINGES CLOSERS GASKETING THRESHOLD LEVER-TYPE LATCHSET DEADBOLT FLOOR STOPS

3 EA HINGES LEVER-TYPE LATCHSET TYPE J 3 EA HINGES CLOSERS LEVER-TYPE LATCHSET (privacy function)

ENLARGED WINDOW ELEVATIONS FLOOR 3 @ 1/2" = 1'-0"

304

STOREFRONT T700 SCALE: 1/2" = 1'-0"

TYPE K BI-PASS HARDWARE FLUSH PULLS

08/08/2017 sheet

A5.2 number

door

FIXTURE SCHEDULE SYMBOL A

390.82 sf = AREA 2

E E

A

E

E

A

E

A

E

A

E

A

E

A

A

E

A

HATCH INDICATES EXPOSED FRAMING @ 11'-8" AFF

A

B

JUNO / 216HZWH (PAR30)

AA

5" RECESSED CAN LIGHT EXTERIOR

JUNO / 14BWH (PAR20)

16" PENDALYTE

PHILIPS 4083100EU HIDBD

NEW GWB;

C

PENDANT LIGHTS

TBD

D

CEILING MOUNTED FLUORESCENT

24"X48" ACRYLIC FIXTURE (131A)

E

9" PENDALYTE

PHILIPS 40471LW LED

F

NORALIGHTING TRACK W/ (3) PAR30 LAMPS

NTH-132LED

G

EXTERIOR UP-DOWN LIGHT FIXTURE

TBD

H

DIRECTIONAL PATH WELL LIGHTS

BK LIGHTING / "EL DORADO" 12V, (2) 35WATT MR16 BRONZE

I

STEP LIGHTS

TBD

A

A

B

AREA 1

5" RECESSED CAN LIGHT

B

BEAM PER STRUCT. B

MANF. / MODEL #

AREA 2

A B

TYPE

display

A

NOTE: ALL EXTERIOR MOUNTED EQUIPMENT TO BE EXTERIOR RATED

A B

B

B

B

A

ELEVATOR LIGHTING/VENTILATION:

CEILING MOUNTED CAN

A

EXPOSED FRAMING;

C

FIXTURE LEGEND

ELEVATOR TO BE ILLUMINATED AND VENTILATED PER MANUFACTURER'S RECOMMENDATIONS - efficacy of elevator cab lighting is not less than 35 lumens per watt - rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm - elevator cab is to include automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 mins or more

CEILING MOUNTED PENDANT

BEAM PER STRUCT. CEILING MOUNTED FLUORESCENT

A A

M

POS BUILT-IN BELOW CENTERED ON EXISTING BEAM LINE

CEILING MOUNTED TRACK LIGHTING

number

INDICATES PERIMETER SOFFIT @ 11'-4" AFF UNO

pos

project

INDICATES PERIMETER SOFFIT @ 11'-4" AFF UNO

17-06

A

A display B

B

B

B A

display

AREA 1

soffit

(includes perimeter soffit) 3097 sf = AREA 1

NEW GWB;

A

A

A

A

A

A

ELEVATOR SHAFT D

B A

A

E

ILLUMINATED EXIT SIGN (maximum 5 watts per side)

M

OCCUPANCY SENSOR per C405.2.1 MANUAL LIGHTING CONTROL SWITCH

HATCH INDICATES EXPOSED FRAMING @ 11'-8" AFF

LIGHTING GENERAL NOTES:

DASHED LINE INDICATES BUILT-IN SHELVING UNITS BELOW

A B

DASHED LINE INDICATES BUILT-IN DISPLAY UNITS/ BIKE STATIONS BELOW

Lighting systems shall be provided with controls as specified in Sections C405.2.1 through C405.2.8.

EXCEPTION: Except for specific application controls required by Section C405.2.5:

144 sf = AREA 3

AREA 3

1. Areas designated as security or emergency areas that are required to be continuously lighted.

NEW GWB;

2. Interior exit stairways, interior exit ramps, and exit passageways.

A

3. Emergency egress lighting that is normally off.

D 4. Industrial or manufacturing process areas, as may be required for production and safety.

opening 5. Luminaire-level lighting controls that control interior lighting. The LLLC luminaire shall be independently configured to:

55 sf = AREA 4

AREA 4

5.1. Monitor occupant activity to brighten or dim its lighting when occupied or unoccupied, respectively.

NEW GWB; 5.2. Monitor ambient light (both electric light and daylight) and brighten or dim electric light to maintain desired light level.

5.3. Configuration and reconfiguration of performance parameters, including bright and dim setpoints, time-outs, dimming fade rates, sensor sensitivity adjustments, and wireless zoning configurations, for each control strategy.

Remodel for:

DASHED LINE INDICATES STAIRS BELOW

3016 NE BLAKELY STREET SEATTLE, WA 98105

A

ELEMENT CYCLES

C

E

permit intake submittal permit corrections 1 1

DATE

NORTH

REVISION

SCALE: 1/8" = 1'-0"

#

1

FIRST FLOOR REFLECTED CEILING PLAN

dbl door

329.1 sf = AREA 2

AREA 2 NEW GWB;

1229.1 sf = AREA 3

E F

E

AREA 3

F

NEW GWB;

Issue

columns

F

F

E

08/08/2017 10/16/2017

5.4. Meet the operational and commissioning requirements of Sections C405.2.1, C405.2.2, C405.2.3, C405.2.4 and C408.

F

E F

B NEW GWB;

M F

A

F

F F

AREA 1

M

2179.6 sf = AREA 1 NEW GWB;

A

F

F

FUTURE LIGHTING TBD UNDER SEPARATE TENANT IMPROVEMENT PERMIT

A

A

A A M

70.3 sf = AREA 4

F

AREA 4

F

A

F A

AA F AA

F C

C

E F

E

M

ELEVATOR SHAFT

F

EXTERIOR

NOTE: ALL RECESSED LIGHTING FIXTURES (in building envelope) SHALL BE IC-RATED AND HAVE AN AIR LEAKAGE RATING NOT GREATER THAN 2 CFM PER ASTM E283 TEST

OFFICE SHELL

M

F

AA

T&G CEDAR;

BEAM PER STRUCT.

BEAM PER STRUCT.

PROPOSED REFLECTED CEILING PLANS @ 1/8" = 1'-0"

F

ELEVATOR SHAFT

A A

centerline dbl door

E B

E

landing A

A

DASHED LINE INDICATES BUILT-INS BELOW

window

08/08/2017 sheet

2

SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0"

NORTH

3

A6.0

THIRD FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0"

number NORTH

2'-6"

7'-61 2" 2'-6"

5'-01 2" min 3'-0" 24" x 46" MIRROR

1

2"

THICK CORIAN PANELS 3x12 TILES SHOWN

BULLNOSE TILE 3x10 TILES SHOWN

8'-3" CEILING HEIGHT

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

ADA ROLL-IN SHOWER PAN

3'-3"

2'-6"

2'-4"

6"

ADA ROLL-IN SHOWER PAN ADA ROLL-IN SHOWER PAN

number

PROVIDE IN-WALL BLOCKING FOR SHOWER SEAT AND GRAB BARS PER ICC A117.1 SECTIONS 608.3 & 610

THICK CORIAN PANELS

PROTECTED PIPING 2'-10"

3'-2"

2"

8"

1

PROVIDE IN-WALL BLOCKING FOR SHOWER SEAT AND GRAB BARS PER ICC A117.1 SECTIONS 608.3 & 610

17-06

3'-111 2"

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

HAND SHOWER

2'-10"

THICK CORIAN PANELS 2'-6"

2"

THICK CORIAN PANELS

BULLNOSE TILE 3x12 TILES SHOWN

3'-0"x7'-0"/ 20 min 1

2"

1'-3"

PROVIDE IN-WALL BLOCKING FOR SHOWER SEAT AND GRAB BARS PER ICC A117.1 SECTIONS 608.3 & 610

8"

6'-0"

ADA COMPLIANT LAVATORY

7'-11 2"

1'-3" ADA SHOWER 1

8'-3" FINISHED CEILING HEIGHT

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

project

1

1

2" MAXIMUM THRESHOLD (rounded, beveled or vertical)

SHOWER 1 INT ELEV: south

SHOWER 1 INT ELEV: west

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

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

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

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

2'-6" 2'-6"

1 2" MAXIMUM THRESHOLD (rounded, beveled or vertical)

8'-3" FINISHED CEILING HEIGHT

8'-3" CEILING HEIGHT

1'-6"

6"

DATE

ADA TOILET

3'-6"

ADA ROLL-IN SHOWER PAN

SHOWER 2 INT ELEV: north

SHOWER 2 INT ELEV: east

ADA 1 INT ELEV: east

ADA 2 INT ELEV: east

SHOWER 2 INT ELEV: south

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

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

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

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

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

6'-6"

ADA 1 RESTROOM

PROVIDE IN-WALL BLOCKING FOR SHOWER SEAT AND GRAB BARS PER ICC A117.1 SECTIONS 608.3 & 610

1

1

3'-0"x7'-0"/ 20 min

CIRCLE INDICATES 60" WHEELCHAIR TURNING SPACE

3'-6"

ADA ROLL-IN SHOWER PAN ADA ROLL-IN SHOWER PAN

1'-0"

1'-3"

THICK CORIAN PANELS

2'-6"

2'-10"

2"

PROVIDE IN-WALL BLOCKING FOR SHOWER SEAT AND GRAB BARS PER ICC A117.1 SECTIONS 608.3 & 610

1'-0"

3'-4"

8"

6'-0"

PROVIDE IN-WALL BLOCKING FOR SHOWER SEAT AND GRAB BARS PER ICC A117.1 SECTIONS 608.3 & 610

1

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2 BULLNOSE TILE 3x12 TILES SHOWN

HAND SHOWER

ADA COMPLIANT LAVATORY

3'-0"x7'-0"/ 20 min

THICK CORIAN PANELS

Remodel for:

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

2'-10"

ADA SHOWER 2

2"

3x12 TILES SHOWN

17" MIN 19" MAX

1'-3"

1

17" MIN 19" MAX

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

THICK CORIAN PANELS

8"

BULLNOSE TILE 3x10 TILES SHOWN

2"

permit intake submittal permit corrections 1

1

2'-6"

24" x 46" MIRROR

3'-3"

4'-8" min 3'-0"

2'-6"

REVISION

7'-2"

3016 NE BLAKELY STREET SEATTLE, WA 98105

SHOWER 1 INT ELEV: east

2/08/2017 9/15/2017

SHOWER 1 INT ELEV: north

#

NORTH

8'-3" CEILING HEIGHT

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

ELEMENT CYCLES

ENLARGED SHOWER 1

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

1

5'-0"

2"

THICK CORIAN PANELS

ADA COMPLIANT LAVATORY

3'-0"

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

NORTH

3'-2"

2'-10"

2'-4"

1 2" THICK CORIAN PANELS

2'-4"

PROTECTED PIPING

ADA TOILET

2'-10"

3'-0"x7'-0"/ 20 min

3'-2"

CIRCLE INDICATES 60" WHEELCHAIR TURNING SPACE

8'-3" FINISHED CEILING HEIGHT

3'-11 2"

1

3'-10"

24" X 46" MIRROR

8'-3" FINISHED CEILING HEIGHT

1

7'-11 2"

30" x 48" CLEAR SPACE

1'-6" 6'-6"

1'-3"

ADA 2 RESTROOM

1 2" THICK CORIAN PANELS

24" X 46" MIRROR

ADA COMPLIANT LAVATORY

ADA TOILET

6"

6"

3'-0"

ADA 2 INT ELEV: north

SHOWER 2 INT ELEV: west

ADA 1 INT ELEV: west

ADA 2 INT ELEV: west

ADA 1 INT ELEV: south

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

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

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

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

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

PROPOSED SECOND FLOOR RESTROOMS PLAN AND INTERIOR ELEVATION @ 1/2" = 1'-0"

30" x 48" CLEAR SPACE

08/08/2017 sheet

A6.1 number

ADA COMPLIANT LAVATORY 12x24 TILE SHOWN

ADA TOILET FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

12x24 TILE SHOWN

3'-0"

1'-6"

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

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

3'-2"

PROTECTED PIPING FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

ADA 2 INT ELEV: west

ADA 1 INT ELEV: west

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

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

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

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

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

12x24 TILE SHOWN

6"

3'-0"

ADA 1 INT ELEV: south

ADA 2 INT ELEV: south

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

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

PROPOSED THIRD FLOOR BATHROOMS PLAN AND INTERIOR ELEVATION @ 1/2" = 1'-0"

ADA TOILET

12x24 TILE SHOWN 4'-0"

ADA COMPLIANT LAVATORY

7'-11" FINISHED CEILING HEIGHT

24" X 46" MIRROR

1

ADA 2 INT ELEV: east

Issue

ADA 1 INT ELEV: east

permit intake submittal permit corrections 1

DATE

FLOORING, BASE & WALLS TO COMPLY TO IBC 1210.2

17" MIN 19" MAX

17" MIN 19" MAX

ADA TOILET

3016 NE BLAKELY STREET SEATTLE, WA 98105

3'-6" 2'-10"

3'-6"

12x24 TILE SHOWN

2/08/2017 9/15/2017

NORTH

Remodel for:

12x24 TILE SHOWN

7'-11" FINISHED CEILING HEIGHT

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

1'-0"

2'-4"

1'-0"

FLR 3 ENLARGED BATHROOM PLANS

2'-10"

7'-2" clr

3'-10"

3'-0"x7'-0"

7'-11" FINISHED CEILING HEIGHT

CIRCLE INDICATES 60" WHEELCHAIR TURNING SPACE

ELEMENT CYCLES

ADA RESTROOM 2

REVISION

5'-0"

ADA 2 INT ELEV: north

#

1 30" x 48" CLEAR SPACE

ADA 1 INT ELEV: north

6"

6'-10" clr

1'-3"

number

4'-0"

1

24" X 46" MIRROR

17-06

6'-73 4" clr

ADA RESTROOM 1

30" x 48" CLEAR SPACE

project

CIRCLE INDICATES 60" WHEELCHAIR TURNING SPACE

7'-11" FINISHED CEILING HEIGHT

3'-0"x7'-0"

08/08/2017 sheet

A6.2 number

EXTERIOR

SCHEDULED CEMENTITOUS SIDING

EXTERIOR

SCHEDULED CEMENTITOUS SIDING BUILDING PAPER

EXTERIOR

SCHEDULED WOOD CHANNEL SIDING

2" R-10 CONTINUOUS RIGID INSULATION 7 1/2"

BUILDING PAPER

1/2" PLYWD

NEW 2x6 STUDS

81 2"

INTERIOR

1HR

2

1 HOUR INTERIOR WALL SCALE: 3" = 1'-0"

TEST #: UL des U305, U314 STC: 34

2 2HR

3

2 HOUR INTERIOR WALL SCALE: 3" = 1'-0"

3 3

8"

1 1HR

R13 BATT INSULATION PAINTED 5/8" GWB

PAINTED 5/8" TYPE "X" GWB

1

1

1 HOUR EXTERIOR (new) 2x6 WALL (south facade only) # 16-1.2q from SBC Table 721.1(2)

SCALE: 3" = 1'-0"

INTERIOR

R13 BATT INSULATION

4

5

1 HOUR (exist.) EXTERIOR WALL (south facade only)

1

FIRE TEST #: UL R6937 ; UL DESIGN U305 GA FILE NO. WP 3645 PROPRIETARY*

SCALE: 3" = 1'-0"

1HR

REQ'D INSULATION @ EXISTING 2x4 FRAMING SCALE: 3" = 1'-0"

BASEPLATE w/ 4

8

E1-3851 FM-3828-SS W/ JM-3800 NUT

SHIM NB YKK

FM-3820-SS

ALUMINUM CORNER BEAD

8

SAM LAPS CORNER BEAD AND BUILDING WRAP

GASKET 7"

GLASS PER ALUMINUM STOREFRONT WINDOW

SET PLATE IN SEALANT

24 GA. CAP FLASHING

Remodel for:

1

FC-1416-SS

11 2"

1

1 2" x 1 2" PRE-MANUFACTURED ALUM STANCHIONS AND RAIL CAP WITH

SEALANT & B'ROD NB YKK

1"

#10 x 1" PHSMS-SS TYPE AB (PC-1016-SS)

EXTERIOR 1

FC-0808-SS

1'-0" E9-3711

BUILDING WRAP E1-3878

SHEATHING PER STRUCT

INTERIOR

E1-3871

2'-73 4"

7

SCALE: 3" = 1'-0"

CIRCULAR DIA. 1-1/4" MIN., 2" MAX.

SEALANT W/ BACKER ROD ALUMINUM STOREFRONT FRAME 2" X 4" TYP., SHIM AS REQ.

8

CORNER DETAIL SCALE: 3" = 1'-0"

EXTERIOR

R-21 BATTS (typ)

PLYWD SHTG PER STRUCT 1

2 x 3 SILL

SCHEDULED WINDOW

(EXTERIOR)

2"

GWB (uno)

R-10 RIGID INSULATION (all headers)

R-21 BATTS (typ)

SEE ELEVATIONS FOR SIDING TYPE (typ)

HEAVY DUTY ALUMINUM STOREFRONT DOOR SET IN STOREFRONT FRAME

1

2"

HEADER PER STRUCT.

FLASHING

GWB (uno)

R-21 BATTS (typ) 2x NAILER

WINDOW JAMB BEYOND

2 x 3 SURROUND PAINTED WOOD SILL ALUMINUM THRESHOLD SET IN SEALANT

EXTERIOR

SCHEDULED WINDOW

INTERIOR

WRAP GWB & BUTT INTO FRAME ALIGN WITH TYP DOOR HEAD

INTERIOR

JOINT (TYP.)

EXTERIOR

INTERIOR

EXIST. SLOPED WALK

9

ALUMINUM STOREFRONT SCALE: 3" = 1'-0"

10

HAND RAILING SCALE: 3" = 1'-0"

11

1

BUILDING PAPER SEE ELEVATIONS FOR SIDING TYPE (typ)

SEE ELEVATIONS FOR SIDING TYPE (typ)

1" CLEAR INSULATED GLASS

(INTERIOR)

SCALE: 3" = 1'-0"

2 x 3 SURROUND

SCHEDULED WINDOW

41 2"

SOLAR SHADE DETAIL

2 x 2 SILL BELOW

PAINTED WOOD SILL BUILT-UP NOSING

Issue

BASED ON YKK AP THERMASHADE

TYPICAL WINDOW SILL

TYPICAL WINDOW JAMB

TYPICAL WINDOW HEAD

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

FIRE RATED ASSEMBLY DETAILS TYPICAL DETAILS @ 3"=1'-0"

BLDG PAPER BOTH SIDES

6

permit intake submittal permit corrections 1

FC-0808-SS

WEATHERED CEDAR CHANNEL SIDING W/ 2" REVEAL

GUARD RAIL @ PARAPET DTL

REVISION

HM-3820-SS

2x6 FRAMED WALL w/ R21 INSULATION (typ uno)

2 X 4 TRIM (NOTCH FOR SIDING)

#

SHIM TO SLOPE

DATE

1'-6"

E9-3713

SCHEDULED HARDI PANEL

ICE AND RAIN SHIELD @ CAP

11 2"

1

1

PAINTED 5/8" TYPE "X" GWB

1

EXISTING 2x4 STUDS

08/08/2017 10/16/2017

43 4"

SHEATHING PER STRUCT.

EXISTING 2x4 STUDS

R23 BATT INSULATION

INTERIOR

2" R-10 CONTINUOUS RIGID INSULATION

5/8" TYPE "X" GLASS MAT GYPSUM SUBSTRATE

4 3/4"

6 9/16"

7 5/16"

7/16" WOOD STRUCTURAL PANELS

2x6 COMMON PLATE

BUILDING PAPER

7 3/8"

CONT. DRAFT STOP @ 10 LF. 5 8" TYPE "X" GWB

number

TYPE "X" GWB BOTH SIDES

3016 NE BLAKELY STREET SEATTLE, WA 98105

2 LAYERS 5 8" TYPE "X" GWB, EA SIDE

8"

17-06

5

ELEMENT CYCLES

2 x 4 WOOD STAGGERED STUDS

project

2 x 4 WOOD STUDS PER STRUCTURAL

08/08/2017 sheet

A7.0 number