st. eugene or −form€¦ · scott tang construction project manager [email protected]...

1
GENERAL NOTES 1. COMPLY WITH ALL CODES, ORDINANCES, AND GOVERNMENT AGENCIES. 2. ALL CONSTRUCTION IS TO COMPLY WITH THE 2014 OREGON RESIDENTIAL SPECIALTY CODE, AS AMENDED BY THE STATE OF OREGON. 3. DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF FRAMING, TO CENTER OF ROUGH OPENING OF DOORS, WINDOWS OR MULLED WINDOWS, & CONCRETE. 4. INSULATION VALUES (2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE) UNDERFLOORS R-30 MIN. WALLS R-21 MIN. CEILINGS R-38 MIN. 5. VERIFY AND COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL. 6. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR & COORDINATED W/ ALL OF THE WORK OR ALL TRADES. IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK. 7. IF THE CONTRACTOR DISCOVERS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT W/ OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS & ORDINANCES, HE SHALL NOT PROCEED W/ WORK IN QUESTION UNTIL ARCHITECT HAS BEEN NOTIFIED IN WRITING & WRITTEN DETERMINATION IS MADE BY THE ARCHITECT. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS FOUND TO BE IN VIOLATION W/ APPLICABLE LAWS, CODES, REGULATIONS OR ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT & REPLACE SUCH WORK W/ ALL NEW COMPLYING WORK AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 8. CONTRACTOR SHALL PROVIDE & INSTALL STIFFENERS, BRACING, BACK-UP PLATES & SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, BATHROOM AND SHOWER ACCESSORIES & OF FLOOR-MOUNTED OR SUSPENDED MECHANICAL & ELECTRICAL EQUIPMENT. 9. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE & RELATED SERVICE CONNECTIONS W/ THE RESPECTIVE UTILITY COMPANIES. 10. CONTRACTOR SHALL PERFORM ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY ACCORDING TO LANE COUNTY STANDARD PLANS & SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. 11. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQUIPMENT & MATERIALS WHICH MUST INTERFACE & COORDINATE W/ OTHERS, WHETHER DETAILED OR NOT. 12. PATCH AND REPAIR ALL STRUCTURE, FRAMING, AND FINISHES AFFECTED BY CONSTRUCTION. PROJECT DESIGN TEAM CLIENT: PEACEHEALTH FACILITIES AND CONSTRUCTION 1115 SE 164TH AVENUE, DEPT 326 VANCOUVER, WA PH: 360-729-1870 CONTACT: SCOTT TANG CONSTRUCTION PROJECT MANAGER [email protected] LANDSCAPE ARCHITECT: SCHIRMER SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 PH: 541-686-4540 FX: 541-686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI [email protected] ARCHITECT: 2FORM ARCHITECTURE 121 LAWRENCE STREET EUGENE, OR 97401 PH: 541-342-5777 FX: 541-342-6128 CONTACT: RICHARD SHUGAR, AIA [email protected] KIRA MALONE, AIA [email protected] CIVIL ENGINEER: KPFF CONSULTING ENGINEERINGS 1201 OAK STREET, SUITE 100 EUGENE, OR 97401 PH: 541-684-4902 CONTACT: MATT KEENAN P.E. [email protected] STRUCTURAL ENGINEER: MARQUESS & ASSOCIATES, INC. 1120 EAST JACKSON ST. MEDFORD, OR 97504 PH: 541-772-7115 CONTACT: PIETER SMEENK, S.E. [email protected] MEP & FIRE PROTECTION: MARQUESS & ASSOCIATES, INC. 1120 EAST JACKSON ST. MEDFORD, OR 97504 PH: 541 - 772 - 7115 CONTACT: OSCAR J. ZUNIGA JR., MSC, P.E. [email protected] PROJECT DESCRIPTION SUMMARY: SINGLE STORY GUEST HOUSE AND RONALD MCDONALD HOUSE WITH ADMINISTRATIVE SPACES, COMMUNAL SPACES AND 20 GUEST ROOMS. LOCATED AT THE PEACEHEALTH SACRED HEART MEDICAL CENTER AT RIVERBEND. THIS GUEST HOUSE WILL BE A PLACE FOR FAMILIES OF SICK PATIENT'S TO STAY WHILE THE PATIENT IS BEING TREATED AT THE HOSPITAL TRANSIENT CONGREGATE LIVING FACILITY R-1. A-2, A-3 OCCUPANCIES 20,208 SF, 1 STORY TYPE V-B CONSTRUCTION - WOOD FRAME, UNPROTECTED 116 ST. JOSEPH PLACE SPRINGFIELD, OR 97477 MAP: 17032200 TAX LOT: 100 AND 200 LOT SIZE: 4.59 ACRES BUILDING SURFACE COVERAGE: 20,208 SF FOOTPRINT/198,354 SF LOT = 10.2% ZONING: MEDIUM DENSITY RESIDENTIAL VEHICLE PARKING: 20 SPACES REQUIRED, 22 SPACES PROVIDED (20 STANDARD +2 ADA) BIKE PARKING: 3 LONG TERM SPACES REQUIRED, 4 LONG TERM & 4 SHORT TERM PROVIDED ROOM 150 SF KEYNOTE REFERENCE DETAIL REFERENCE X A50X X A30X SECTION REFERENCE A20X ELEVATION REFERENCE DOOR TAG X X WALL TAG WINDOW TAG ROOM TAG X A40X INTERIOR ELEVATION REFERENCE X X 2X6 WALL 2X4 WALL CONCRETE WALL DRAWING LEGEND 30 A-2 / A-3 BUILDING HEIGHT (PER TABLE 503) NUMBER OF STORIES (PER TABLE 503) AUTOMATIC SPRINKLER INCREASE (PER 504.2) ALLOWED 40' + 20' (PER 504.2) = 60' 1 + 1 (PER 504.2) YES PROPOSED 1 YES 24'-2" FRONTAGE 184'-11 1/4" 349'-2" 160'-11" 311'-11 1/4" NORTH EAST SOUTH WEST FRONTAGE INCREASE FACTORS 1 20,208 SF FLOOR AREA PROPOSED AREA BY FLOOR (PER 506) LEVEL FLOOR AREA ALLOWED 27,240 SF FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) BUILDING ELEMENT REQUIRED PROPOSED CONSTRUCTION TYPE TYPE V-B TYPE V-B STRUCTURAL FRAME BEARING WALLS - EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIONS - INTERIOR 0 0 FLOOR CONSTRUCTION ROOF CONSTRUCTION 0 0 0 0 0 0 0 0 0 0 FIRE SEPARATION DISTANCE PROVIDED NONBEARING WALLS - EXTERIOR >30' NORTH >30' SOUTH WEST >30' EAST >30' FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602) 0 0 0 0 FIRE SEPARATION DISTANCE PROVIDED AREA ALLOWED >30' NORTH >30' SOUTH WEST >30' EAST >30' NO LIMIT MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8), BUILDING SPRINKLERED NO LIMIT NO LIMIT NO LIMIT AREA PROPOSED N/A N/A N/A N/A FIRE PROTECTION ELEMENTS REQ'D PROV'D TYPE/CLASS AUTOMATIC SPRINKLER SYSTEM PER 504.2 YES 903.1.1 AND NFPA 13 STANDPIPE SYSTEM NO NO N/A FIRE ALARM SYSTEM PER 907.2.8 YES NFPA 72 SMOKE DETECTION SYSTEM PER 907.2.10.2 YES NFPA 72 CO DETECTION SYSTEM PER 908.7.2 YES 908.7.2 BUILDING EXITS BY FLOOR (TABLE 1021.1) LEVEL OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED 1 295 (<500) 2 6 ILLUMINATED EXIT SIGNS (1011.1) EXITS ACCESS ILLUMINATION (1006.1) EXIT TRAVEL DISTANCE (TABLE 1016.2) COMMON PATH OF EGRESS LIMIT (1014.3) EXIT SEPARATION DISTANCE (1015.2.1) AT EXITS 1FC AT FLOOR 250' MAX 75' MAX 1/3 DIAGONAL OF SPACE YES YES YES SEE PLANS SEE PLANS REQUIRED PROVIDED MECHANICAL VENTILATION FOR TOILET AND BATH ROOMS PER 1203.4.2.1 PER OMSC SEE M0 SERIES FOR AIR BALANCE REQUIRED PROVIDED 6' -0" 18'-7" 84' TRAVEL DISTANCE TO EXIT 90'-6" TRAVEL DISTANCE TO EXIT 62' TRAVEL DISTANCE TO EXIT 87" TRAVEL DISTANCE TO EXIT 120' TRAVEL DISTANCE TO EXIT 90' TRAVEL DISTANCE TO EXIT 82' TRAVEL DISTANCE TO EXIT 82' TRAVEL DISTANCE TO EXIT EXIT PATH REQUIRING EMERGENCY BACKUP LIGHTS (PROVIDE AT LEAST 1 FOOTCANDLE AT THE WALKING SURFACE, MAINTAINED FOR AT LEAST 90 MIN.) EXIT TRAVEL DISTANCE: MAXIMUM TRAVEL DISTANCE TO NEAREST EXIT. EXIT TRAVEL DISTANCE NOT TO EXCEED 250' 82" TRAVEL DISTANCE TO EXIT D EAD END C O RRIDO R 4 0' -8 1/ 2 " MAXIMUM DEAD END CORRIDOR ALLOWABLE: 50' D E A D E N D C O R R I D O R 40'-9 1/4" 82' TRAVEL DISTANCE TO EXIT R - 1 A - 2 A - 2 R - 1 A - 3 86'-6" TRAVEL DISTANCE TO EXIT LEGEND 1/2 HOUR FIRE RATED PARTITION 2FORM ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF 2FORM ARCHITECTURE. IN THE EVENT OF AN UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD 2FORM ARCHITECTURE HARMLESS. PROJECT TITLE REVISIONS SYM DATE REFERENCE DRAWING BY: REVIEWED BY: PROJECT NO. DATE: DRAWING TITLE DRAWING NUMBER R. SHUGAR A R C H I T E C T U R E 121 Lawrence St. Eugene OR 97401 www.2−form.com p. 541.342.577 7 f. 541.342.612 8 HEARTFELT GUESTHOUSE PERMIT SET Author 17000 2/6/2018 GENERAL NOTES G001 PEACEHEALTH SACRED HEART MEDICAL CENTER AT RIVERBEND 116 ST. JOSEPH PLACE, SPRINGFIELD, OR SHEET LIST SHEET # SHEET NAME ARCHITECTURE, CONT. A411 SPECIALTY CASEWORK DETAILS A412 INTERIOR DOOR DETAILS A501 FOUNDATION & SITE DETAILS A502 ROOF DETAILS A503 ROOF DETAILS A504 ROOF DETAILS A505 WINDOW DETAILS A506 DETAILS A507 DETAILS A508 DETAILS A509 EXTERIOR DOOR DETAILS A601 DOOR SCHEDULE A602 FINISH & EQUIPMENT SCHEDULES STRUCTURAL S001 STRUCTURAL GENERAL NOTES S002 SPECIAL INSPECTION PROGRAM S201 FOUNDATION PLAN S202 ROOF FRAMING PLAN S301 FOUNDATION DETAILS S302 WOOD FRAMING DETAILS S401 TRUSS AND FRAME SECTIONS MECHANICAL M001 LEGEND, NOTES, AND SYMBOLS M301 HVAC FLOOR PLAN M501 HVAC SCHEDULES M601 VRV PIPING SCHEMATIC M602 HVAC DETAILS ELECTRICAL E001 ELECTRICAL GENERAL NOTES E002 ELECTRICAL DETAILS E003 ELECTRICAL DETAILS E004 ELECT. DETAILS & PANEL SCHEDULES E101 ELECTRICAL SITE PLAN E201 ELECTRICAL LIGHTING PLANS E301 ELECTRICAL POWER & SIGNAL PLANS E302 MECH. EQUIPMENT CIRCUITING PLAN PLUMBING P001 PLUMBING NOTES & SCHEDULES P300 PLUMBING UNDER FLOOR PLAN P301 PLUMBING FLOOR PLAN P400 SANITARY WASTE AND VENT RISER DIAGRAM P401 DOMESTIC COLD WATER PLAN - WEST P402 DOMESTIC COLD WATER PLAN - EAST SHEET LIST SHEET # SHEET NAME GENERAL G001 GENERAL NOTES CIVIL C100 CIVIL NOTES & ABBREVIATIONS C101 EXISTING CONDITIONS PLAN C200 HORIZONTAL CONTROL & PAVING PLAN C201 HORIZONTAL CONTROL & PAVING PLAN C202 RAMP PAVING & GRADING PLAN C300 UTILITY PLAN C301 UTILITY PLAN C400 GRADING PLAN C401 GRADING PLAN C500 CIVIL DETAILS C501 CIVIL DETAILS C502 CIVIL DETAILS C503 CIVIL DETAILS LANDSCAPE L2.0 SITE PLAN L3.0 PLANTING PLAN L4.0 IRRIGATION PLAN L6.0 DETAILS L6.1 DETAILS ARCHITECTURE A100 ASSEMBLY SCHEDULE A101 GROUND FLOOR PLAN A102 FINISH PLAN A103 REFLECTED CEILING PLAN A104 ENLARGED REFLECTED CEILING PLAN A105 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXT. ELEV. & WINDOW SCHEDULE A301 BUILDING SECTIONS A302 BUILDING SECTIONS A303 BUILDING SECTIONS A400 ACCESSIBLE MOUNTING HEIGHTS A401 INTERIOR ELEVATIONS A402 INTERIOR ELEVATIONS A403 ENLARGED PLANS & INTERIOR ELEVATIONS A404 ENLARGED PLANS & INTERIOR ELEVATIONS A405 TYPICAL INTERIOR DETAILS A406 SLAT WALL DIAGRAMS A407 SPECIALTY INTERIOR DETAILS A408 SPECIALTY INTERIOR DETAILS A409 CASEWORK DETAILS A410 SPECIALTY CASEWORK DETAILS EXTERIOR RENDERING VICINITY MAP APPLICABLE CODES 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2014 OREGON FIRE CODE (OFC) 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) 2009 ICC A117.1 OCCUPANCY AND USE APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: A-2: DINING FACILITIES AND ASSOCIATED COMMERCIAL KITCHENS A-3: COMMUNITY HALLS, LIBRARY, WAITING AREAS R-1: TRANSIENT CONGREGATE LIVING FACILITIES SPECIAL REQUIRMENTS SEPARATION WALLS (PER 420.2) WALLS SEPARATING DWELLING UNITS AND DWELLING UNITS FROM OTHER CONTIGUOUS OCCUPANCIES SHALL BE CONSTRUCTED AS A FIRE PARTITION PER SECTION 708. CORRIDOR WALLS SHALL BE CONSTRUCTED AS A FIRE PARTITION PER SECTION 708. AUTOMATIC SPRINKLER SYSTEM (PER 420.5) GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM PER SECTION 903.2.8. 903.2.8: AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.3 FOR ALL BUILDINGS WITH A GROUP R FIRE AREA. 903.3.1.2: AUTOMATIC SPRINKLER SYSTEMS IN GROUP R OCCUPANCIES UP TO AND INCLUDING FOUR STORIES IN HEIGHT SHALL BE PERMITTED TO BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13-R. NOTE: PROJECT TO COMPLY WITH NFPA-13 TO OBTAIN SPRINKLER FLOOR AREA BONUS. SMOKE DETECTION AND FIRE ALARMS (PER 420.6) FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP R-1 OCCUPANCIES PER SECTIONS 907.2.8. SMOKE ALARMS SHALL BE PER SECTION 907.2.11. BUILDING HEIGHT AND AREA ALLOWABLE HEIGHT (PER 503 AND 504) BUILDING CONST. TYPE: V-B OCCUPANCIES: NON-SEPARATED: MOST RESTRICTIVE ALLOWANCES APPLY = A-2/A-3 ALLOWABLE AREA PER FLOOR (PER 506) BUILDING CONST. TYPE: V-B OCCUPANCIES: NON-SEPARATED: MOST RESTRICTIVE ALLOWANCES APPLY = A-2/A-3 A-2 / A-3: AA = 6,000 SF BUILDING FRONTAGE (506.2, EQUATION 5.2) (F) TOTAL FRONTAGE: 1006'-11.5" (P)PERIMETER: 1279'-11.5" (W) OPEN SPACE WIDTH: 30' IF = [(F/P) - 0.25] (W/30) IF = [(1006.96/1279.96) - 0.25] (30/30] FRONTAGE INCREASE FACTOR: IF = 0.54 AUTOMATIC SPRINKLERS (506.3) BUILDING IS PROVIDED WITH NFPA 13 SPRINKLER SYSTEM PER 903.3.1, ONE STORY. (SPRINKLER SYSTEM IS PROVIDED ABOVE MINIMUM REQUIREMENT OF 903.3.1.2) SPRINKLER INCREASE FACTOR: IS =3.0 ALLOWABLE AREA PER STORY AA = ALLOWABLE AREA PER STORY AT = TABULAR AREA PER STORY (TABLE 503) IF = FRONTAGE INCREASE FACTOR IS = SPRINKLER INCREASE FACTOR AA = AT + (AT X IF) + (AT X IS) AA = 6,000 + (6,000 X 0.54) + (6,000 X 3) ALLOWABLE AREA PER STORY: AA = 27,240 SF 420.2: SEPARATION WALLS: WALLS SEPARATING DWELLING UNITS AND DWELLING UNITS FROM OTHER CONTIGUOUS OCCUPANCIES SHALL BE CONSTRUCTED AS A FIRE PARTITION PER SECTION 708. CORRIDOR WALLS SHALL BE CONSTRUCTED AS A FIRE PARTITION PER SECTION 708. 508.3.3: NON SEPARATED OCCUPANCIES: SEPARATIONS BETWEEN SLEEPING UNITS AND ACCESSORY USES SHALL BE 1/2-HOUR FIRE RATED IN SPRINKLERED TYPE V-B CONSTRUCTION. 708.3: FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. 708.4: CONTINUITY: THE SUPPORTING CONSTRUCTION OF FIRE PARTITIONS SHALL BE PROTECTED TO AFFORD THE RATING OF THE WALL SUPPORTED EXCEPT FOR WALLS SEPARATING SLEEPING UNITS AND CORRIDOR WALLS IN BUILDINGS OF TYPE V-B CONSTRUCTION. TABLE 1018.1: CORRIDOR IN SPRINKLERED R OCCUPANCY ARE PERMITTED TO BE 1/2-HOUR FIRE RATED. MEANS OF EGRESS EGRESS WIDTH (PER 1005) 1008.1.1 SIZE OF DOORS: SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND PROVIDING A MINIMUM 32" CLEAR. TABLE 1018.2 - CORRIDOR WIDTH: CORRIDORS = 44" MIN. EGRESS WIDTH (PER 1005) OTHER EGRESS REQUIREMENTS ACCESSIBILITY THE DESIGN COMPLIES WITH THE FOLLOWING PROVISIONS AS APPLICABLE: BUILDING CODE NOTED HERE: OSSC CHAPTER 11 ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG): AS AMENDED THROUGH 2010 1107.6.1.1 GROUP R - 1 ACCESSIBLE UNITS TO BE PROVIDED PER TABLE 1107.6.1.1. 1 TO 25 UNITS = 1 MINIMUM ACCESSIBLE UNIT W/O ROLL - IN SHOWERS 11076.1.2 GROUP R - 1 TYPE B UNITS: IN STRUCTURES WITH FOUR OR MORE SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE, EVERY SLEEPING UNIT SHALL BE A TYPE B UNIT INTERIOR ENVIRONMENT ENERGY EFFICIENCY THIS DESIGN COMPLIES WITH THE PRESCRIPTIVE METHOD AND SIMPLIFIED TRADE OFF METHOD PER 2010 OEESC. PLUMBING SYSTEMS COMMON AREAS: USE OFFICE AND STAFF AREA SQUARE FOOTAGE B= 1,859 SF /100 = 19 OCC. WATER CLOSETS: 1 PER 25 FOR THE FIRST 50: 1 PER GENDER PROVIDED LAVATORIES: 1 PER 40 FOR THE FIRST 80: 1 PER GENDER PROVIDED R-1: WATER CLOSETS: 1 PER SLEEPING UNIT / PROVIDED LAVATORIES: 1 PER SLEEPING UNIT / PROVIDED TUBS / SHOWERS: 1 PER SLEEPING UNIT / PROVIDED A-2/A-3: 1 DRINKING FOUNTAIN/BOTTLE REFILLER PROVIDED FIRE AND SMOKE PROTECTION OCCUPANT LOAD CALCULATIONS GROUND FLOOR: RESIDENTIAL: 10,843 SF / 200 GROSS = 55 OCC. ASSEMBLY (UNCONC.): 3,041 SF / 15 NET = 203 OCC. BUSINESS: 1859 SF / 100 GROSS = 19 OCC. COMMERCIAL KITCHEN: 514 SF / 200 GROSS = 3 OCC. LIBRARY: 490 SF / 50 NET = 10 OCC. ACCESSORY STORAGE: 1,205 SF / 300 GROSS = 5 OCC. TOTAL OCCUPANT LOAD: 295 OCC. LIFE SAFETY PLAN CONSTRUCTION, CONT. CONSTRUCTION 1 1 3.2.18 ADDENDUM 1

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Page 1: St. Eugene OR −form€¦ · scott tang construction project manager stang@peacehealth.org landscape architect: schirmer satre group 375 west 4th avenue, suite 201 eugene, or 97401

GENERAL NOTES

1. COMPLY WITH ALL CODES, ORDINANCES, AND GOVERNMENT AGENCIES.

2. ALL CONSTRUCTION IS TO COMPLY WITH THE 2014 OREGON RESIDENTIAL

SPECIALTY CODE, AS AMENDED BY THE STATE OF OREGON.

3. DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF FRAMING, TO CENTER OF ROUGH OPENING OF DOORS, WINDOWS OR MULLED WINDOWS, & CONCRETE.

4. INSULATION VALUES (2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE)

UNDERFLOORS R-30 MIN.

WALLS R-21 MIN.

CEILINGS R-38 MIN.

5. VERIFY AND COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL.

6. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR

CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR & COORDINATED W/ ALL OF THE WORK OR ALL TRADES. IF DISCREPANCIES

ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK.

7. IF THE CONTRACTOR DISCOVERS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT W/ OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES,

REGULATIONS & ORDINANCES, HE SHALL NOT PROCEED W/ WORK IN QUESTION UNTIL ARCHITECT HAS BEEN NOTIFIED IN WRITING & WRITTEN DETERMINATION IS

MADE BY THE ARCHITECT. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS FOUND TO BE IN VIOLATION W/ APPLICABLE LAWS, CODES, REGULATIONS

OR ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT & REPLACE SUCH WORK W/ ALL NEW COMPLYING WORK

AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT.

8. CONTRACTOR SHALL PROVIDE & INSTALL STIFFENERS, BRACING, BACK-UP PLATES & SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF

CASEWORK, BATHROOM AND SHOWER ACCESSORIES & OF FLOOR-MOUNTED OR SUSPENDED MECHANICAL & ELECTRICAL EQUIPMENT.

9. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE & RELATED SERVICE CONNECTIONS W/ THE RESPECTIVE UTILITY

COMPANIES.

10. CONTRACTOR SHALL PERFORM ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY ACCORDING TO LANE COUNTY STANDARD PLANS & SPECIFICATIONS.

CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES.

11. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQUIPMENT & MATERIALS WHICH MUST INTERFACE & COORDINATE W/ OTHERS, WHETHER DETAILED OR NOT.

12. PATCH AND REPAIR ALL STRUCTURE, FRAMING, AND FINISHES AFFECTED BY CONSTRUCTION.

PROJECT DESIGN TEAM

CLIENT:

PEACEHEALTH

FACILITIES AND CONSTRUCTION

1115 SE 164TH AVENUE, DEPT 326

VANCOUVER, WA

PH: 360-729-1870

CONTACT:

SCOTT TANG

CONSTRUCTION PROJECT MANAGER

[email protected]

LANDSCAPE ARCHITECT:

SCHIRMER SATRE GROUP

375 WEST 4TH AVENUE, SUITE 201

EUGENE, OR 97401

PH: 541-686-4540

FX: 541-686-4577

CONTACT:

RICK SATRE, AICP, ASLA, CSI

[email protected]

ARCHITECT:

2FORM ARCHITECTURE

121 LAWRENCE STREET

EUGENE, OR 97401

PH: 541-342-5777

FX: 541-342-6128

CONTACT:

RICHARD SHUGAR, AIA

[email protected]

KIRA MALONE, AIA

[email protected]

CIVIL ENGINEER:

KPFF CONSULTING ENGINEERINGS

1201 OAK STREET, SUITE 100

EUGENE, OR 97401

PH: 541-684-4902

CONTACT:

MATT KEENAN P.E.

[email protected]

STRUCTURAL ENGINEER:

MARQUESS & ASSOCIATES, INC.

1120 EAST JACKSON ST.

MEDFORD, OR 97504

PH: 541-772-7115

CONTACT:

PIETER SMEENK, S.E.

[email protected]

MEP & FIRE PROTECTION:

MARQUESS & ASSOCIATES, INC.

1120 EAST JACKSON ST.

MEDFORD, OR 97504

PH: 541-772-7115

CONTACT:

OSCAR J. ZUNIGA JR., MSC, P.E.

[email protected]

PROJECT DESCRIPTION

SUMMARY:

SINGLE STORY GUEST HOUSE AND RONALD MCDONALD HOUSE WITH ADMINISTRATIVE

SPACES, COMMUNAL SPACES AND 20 GUEST ROOMS. LOCATED AT THE PEACEHEALTH

SACRED HEART MEDICAL CENTER AT RIVERBEND. THIS GUEST HOUSE WILL BE A PLACE

FOR FAMILIES OF SICK PATIENT'S TO STAY WHILE THE PATIENT IS BEING TREATED AT THE

HOSPITAL

TRANSIENT CONGREGATE LIVING FACILITY

R-1. A-2, A-3 OCCUPANCIES

20,208 SF, 1 STORY

TYPE V-B CONSTRUCTION - WOOD FRAME, UNPROTECTED

116 ST. JOSEPH PLACE

SPRINGFIELD, OR 97477

MAP: 17032200

TAX LOT: 100 AND 200

LOT SIZE: 4.59 ACRES

BUILDING SURFACE COVERAGE: 20,208 SF FOOTPRINT/198,354 SF LOT = 10.2%

ZONING: MEDIUM DENSITY RESIDENTIAL

VEHICLE PARKING: 20 SPACES REQUIRED, 22 SPACES PROVIDED (20 STANDARD +2

ADA)

BIKE PARKING: 3 LONG TERM SPACES REQUIRED, 4 LONG TERM & 4 SHORT TERM

PROVIDED

ROOM

150 SF

KEYNOTE REFERENCE

DETAIL REFERENCEX

A50X

X

A30XSECTION REFERENCE

A20XELEVATION REFERENCE

DOOR TAG

X

X WALL TAG

WINDOW TAG

ROOM TAG

X

A40X INTERIOR ELEVATION REFERENCEX

X

2X6 WALL

2X4 WALL

CONCRETE WALL

DRAWING LEGEND

30

A-2 / A-3

BUILDING HEIGHT

(PER TABLE 503)

NUMBER OF STORIES

(PER TABLE 503)

AUTOMATIC SPRINKLER

INCREASE (PER 504.2)

ALLOWED

40' + 20' (PER

504.2) = 60'

1 + 1 (PER 504.2)

YES

PROPOSED

1

YES

24'-2"

FRONTAGE 184'-11 1/4" 349'-2" 160'-11" 311'-11 1/4"

NORTH EAST SOUTH WEST

FRONTAGE INCREASE FACTORS

1 20,208 SF

FLOOR AREA PROPOSED

AREA BY FLOOR (PER 506)

LEVEL FLOOR AREA ALLOWED

27,240 SF

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS (TABLE 601)

BUILDING ELEMENT REQUIRED PROPOSED

CONSTRUCTION

TYPETYPE V-B TYPE V-B

STRUCTURAL

FRAME

BEARING WALLS - EXTERIOR

INTERIOR

NONBEARING WALLS AND

PARTITIONS - INTERIOR

0 0

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

0

0

0

0

0 0

0 0

0 0

FIRE SEPARATION

DISTANCE PROVIDED

NONBEARING WALLS -

EXTERIOR

>30'

NORTH

>30'

SOUTH WEST

>30'

EAST

>30'

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR

WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602)

0 0 0 0

FIRE SEPARATION

DISTANCE PROVIDED

AREA ALLOWED

>30'

NORTH

>30'

SOUTH WEST

>30'

EAST

>30'

NO

LIMIT

MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8),

BUILDING SPRINKLERED

NO

LIMIT

NO

LIMIT

NO

LIMIT

AREA PROPOSED N/A N/A N/A N/A

FIRE PROTECTION ELEMENTS

REQ'D PROV'D TYPE/CLASS

AUTOMATIC

SPRINKLER SYSTEMPER 504.2 YES

903.1.1 AND

NFPA 13

STANDPIPE SYSTEM NO NO N/A

FIRE ALARM SYSTEM PER 907.2.8 YES NFPA 72

SMOKE DETECTION

SYSTEM PER 907.2.10.2 YES NFPA 72

CO DETECTION

SYSTEMPER 908.7.2 YES 908.7.2

BUILDING EXITS BY FLOOR (TABLE 1021.1)

LEVELOCCUPANT

LOAD

EXITS

REQUIRED

EXITS

PROVIDED

1 295 (<500) 2 6

ILLUMINATED EXIT SIGNS (1011.1)

EXITS ACCESS ILLUMINATION

(1006.1)

EXIT TRAVEL DISTANCE

(TABLE 1016.2)

COMMON PATH OF EGRESS LIMIT

(1014.3)

EXIT SEPARATION DISTANCE

(1015.2.1)

AT EXITS

1FC AT

FLOOR

250'

MAX

75'

MAX

1/3 DIAGONAL

OF SPACE

YES

YES

YES

SEE

PLANS

SEE

PLANS

REQUIRED PROVIDED

MECHANICAL VENTILATION FOR

TOILET AND BATH ROOMS PER

1203.4.2.1

PER OMSC

SEE M0

SERIES

FOR AIR

BALANCE

REQUIRED PROVIDED

6'-0"

18'-7"

84' TRAVEL

DISTANCE

TO EXIT

90'-6" TRAVEL

DISTANCE

TO EXIT

62' TRAVEL

DISTANCE

TO EXIT

87" TRAVEL

DISTANCE

TO EXIT120' TRAVEL

DISTANCE

TO EXIT

90' TRAVEL

DISTANCE

TO EXIT

82' TRAVEL

DISTANCE

TO EXIT

82' TRAVEL

DISTANCE

TO EXIT

EXIT PATH REQUIRING EMERGENCY

BACKUP LIGHTS (PROVIDE AT LEAST

1 FOOTCANDLE

AT THE WALKING SURFACE,

MAINTAINED FOR AT LEAST 90 MIN.)

EXIT TRAVEL DISTANCE: MAXIMUM

TRAVEL DISTANCE TO NEAREST EXIT.

EXIT TRAVEL DISTANCE NOT TO

EXCEED 250'

82" TRAVEL

DISTANCE

TO EXIT

DEA

D E

ND

CO

RR

IDO

R40

'-8

1/2"

MAXIMUM DEAD END CORRIDOR

ALLOWABLE: 50'

DEA

D E

ND

CO

RR

IDO

R

40

'-9

1/4

"

82' TRAVEL

DISTANCE

TO EXIT

R-1

A-2 A-2

R-1

A-3

86'-6" TRAVEL

DISTANCE

TO EXIT

LEGEND

1/2 HOUR FIRE RATED PARTITION

2FORM ARCHITECTURE EXPRESSLY

RESERVES ITS COMMON LAW

COPYRIGHT AND OTHER

PROPERTY RIGHTS IN THESE

PLANS. THESE PLANS ARE NOT TO

BE REPRODUCED, CHANGED, OR

COPIED IN ANY FORM OR MANNER

WHATSOEVER, NOR ARE THEY TO

BE ASSIGNED TO A THIRD PARTY

WITHOUT FIRST OBTAINING THE

WRITTEN PERMISSION AND

CONSENT OF 2FORM

ARCHITECTURE. IN THE EVENT OF

AN UNAUTHORIZED REUSE OF THESE

PLANS BY A THIRD PARTY, THE

THIRD PARTY SHALL HOLD 2FORM

ARCHITECTURE HARMLESS.

PROJECT TITLE

REVISIONS

SYM DATE REFERENCE

DRAWING BY:

REVIEWED BY:

PROJECT NO.

DATE:

DRAWING TITLE

DRAWING NUMBER

R. SHUGAR

A

R

C

H

I

T

E

C

T

U

R

E

121 Lawrence St. Eugene OR 97401

www.2−form.com

p. 541.342.5777f. 541.342.6128

HE

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T G

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ST

HO

US

E

PERMIT SET

Author

17000

2/6/2018

GENERAL NOTES

G001

PE

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LT

H S

AC

RE

D H

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RT

ME

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R A

T R

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116 S

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SHEET LIST

SHEET # SHEET NAME

ARCHITECTURE, CONT.

A411 SPECIALTY CASEWORK DETAILS

A412 INTERIOR DOOR DETAILS

A501 FOUNDATION & SITE DETAILS

A502 ROOF DETAILS

A503 ROOF DETAILS

A504 ROOF DETAILS

A505 WINDOW DETAILS

A506 DETAILS

A507 DETAILS

A508 DETAILS

A509 EXTERIOR DOOR DETAILS

A601 DOOR SCHEDULE

A602 FINISH & EQUIPMENT SCHEDULES

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S002 SPECIAL INSPECTION PROGRAM

S201 FOUNDATION PLAN

S202 ROOF FRAMING PLAN

S301 FOUNDATION DETAILS

S302 WOOD FRAMING DETAILS

S401 TRUSS AND FRAME SECTIONS

MECHANICAL

M001 LEGEND, NOTES, AND SYMBOLS

M301 HVAC FLOOR PLAN

M501 HVAC SCHEDULES

M601 VRV PIPING SCHEMATIC

M602 HVAC DETAILS

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES

E002 ELECTRICAL DETAILS

E003 ELECTRICAL DETAILS

E004 ELECT. DETAILS & PANEL SCHEDULES

E101 ELECTRICAL SITE PLAN

E201 ELECTRICAL LIGHTING PLANS

E301 ELECTRICAL POWER & SIGNAL PLANS

E302 MECH. EQUIPMENT CIRCUITING PLAN

PLUMBING

P001 PLUMBING NOTES & SCHEDULES

P300 PLUMBING UNDER FLOOR PLAN

P301 PLUMBING FLOOR PLAN

P400 SANITARY WASTE AND VENT RISER

DIAGRAM

P401 DOMESTIC COLD WATER PLAN - WEST

P402 DOMESTIC COLD WATER PLAN - EAST

SHEET LIST

SHEET # SHEET NAME

GENERAL

G001 GENERAL NOTES

CIVIL

C100 CIVIL NOTES & ABBREVIATIONS

C101 EXISTING CONDITIONS PLAN

C200 HORIZONTAL CONTROL & PAVING PLAN

C201 HORIZONTAL CONTROL & PAVING PLAN

C202 RAMP PAVING & GRADING PLAN

C300 UTILITY PLAN

C301 UTILITY PLAN

C400 GRADING PLAN

C401 GRADING PLAN

C500 CIVIL DETAILS

C501 CIVIL DETAILS

C502 CIVIL DETAILS

C503 CIVIL DETAILS

LANDSCAPE

L2.0 SITE PLAN

L3.0 PLANTING PLAN

L4.0 IRRIGATION PLAN

L6.0 DETAILS

L6.1 DETAILS

ARCHITECTURE

A100 ASSEMBLY SCHEDULE

A101 GROUND FLOOR PLAN

A102 FINISH PLAN

A103 REFLECTED CEILING PLAN

A104 ENLARGED REFLECTED CEILING PLAN

A105 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 EXT. ELEV. & WINDOW SCHEDULE

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A303 BUILDING SECTIONS

A400 ACCESSIBLE MOUNTING HEIGHTS

A401 INTERIOR ELEVATIONS

A402 INTERIOR ELEVATIONS

A403 ENLARGED PLANS & INTERIOR ELEVATIONS

A404 ENLARGED PLANS & INTERIOR ELEVATIONS

A405 TYPICAL INTERIOR DETAILS

A406 SLAT WALL DIAGRAMS

A407 SPECIALTY INTERIOR DETAILS

A408 SPECIALTY INTERIOR DETAILS

A409 CASEWORK DETAILS

A410 SPECIALTY CASEWORK DETAILS

EXTERIOR RENDERING

VICINITY MAP

APPLICABLE CODES

2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2014 OREGON FIRE CODE (OFC)

2014 OREGON MECHANICAL SPECIALTY CODE (OMSC)

2014 OREGON PLUMBING SPECIALTY CODE (OPSC)

2014 OREGON ELECTRICAL SPECIALTY CODE (OESC)

2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)

2009 ICC A117.1

OCCUPANCY AND USE

APPLICABLE OCCUPANCY CLASSIFICATION GROUPS:

A-2: DINING FACILITIES AND ASSOCIATED COMMERCIAL KITCHENS

A-3: COMMUNITY HALLS, LIBRARY, WAITING AREAS

R-1: TRANSIENT CONGREGATE LIVING FACILITIES

SPECIAL REQUIRMENTS

SEPARATION WALLS (PER 420.2)

WALLS SEPARATING DWELLING UNITS AND DWELLING UNITS FROM

OTHER CONTIGUOUS OCCUPANCIES SHALL BE CONSTRUCTED AS A FIRE

PARTITION PER SECTION 708. CORRIDOR WALLS SHALL BE

CONSTRUCTED AS A FIRE PARTITION PER SECTION 708.

AUTOMATIC SPRINKLER SYSTEM (PER 420.5)

GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH

AN AUTOMATIC SPRINKLER SYSTEM PER SECTION 903.2.8.

903.2.8: AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN

ACCORDANCE WITH SECTION 903.3 FOR ALL BUILDINGS WITH A GROUP

R FIRE AREA.

903.3.1.2: AUTOMATIC SPRINKLER SYSTEMS IN GROUP R OCCUPANCIES

UP TO AND INCLUDING FOUR STORIES IN HEIGHT SHALL BE PERMITTED

TO BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13-R.

NOTE: PROJECT TO COMPLY WITH NFPA-13 TO OBTAIN SPRINKLER

FLOOR AREA BONUS.

SMOKE DETECTION AND FIRE ALARMS (PER 420.6)

FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN

GROUP R-1 OCCUPANCIES PER SECTIONS 907.2.8. SMOKE ALARMS

SHALL BE PER SECTION 907.2.11.

BUILDING HEIGHT AND AREA

ALLOWABLE HEIGHT (PER 503 AND 504)

BUILDING CONST. TYPE: V-B

OCCUPANCIES: NON-SEPARATED:

MOST RESTRICTIVE ALLOWANCES APPLY = A-2/A-3

ALLOWABLE AREA PER FLOOR (PER 506)

BUILDING CONST. TYPE: V-B

OCCUPANCIES: NON-SEPARATED:

MOST RESTRICTIVE ALLOWANCES APPLY = A-2/A-3

A-2 / A-3: AA = 6,000 SF

BUILDING FRONTAGE (506.2, EQUATION 5.2)

(F) TOTAL FRONTAGE: 1006'-11.5"

(P)PERIMETER: 1279'-11.5"

(W) OPEN SPACE WIDTH: 30'

IF = [(F/P) - 0.25] (W/30) IF = [(1006.96/1279.96) - 0.25] (30/30]

FRONTAGE INCREASE FACTOR: IF = 0.54

AUTOMATIC SPRINKLERS (506.3)

BUILDING IS PROVIDED WITH NFPA 13 SPRINKLER SYSTEM PER

903.3.1, ONE STORY. (SPRINKLER SYSTEM IS PROVIDED ABOVE

MINIMUM REQUIREMENT OF 903.3.1.2)

SPRINKLER INCREASE FACTOR: IS =3.0

ALLOWABLE AREA PER STORY

AA= ALLOWABLE AREA PER STORY

AT = TABULAR AREA PER STORY (TABLE 503)

IF = FRONTAGE INCREASE FACTOR

IS = SPRINKLER INCREASE FACTOR

AA = AT + (AT X IF) + (AT X IS)

AA = 6,000 + (6,000 X 0.54) + (6,000 X 3)

ALLOWABLE AREA PER STORY: AA = 27,240 SF

420.2: SEPARATION WALLS: WALLS SEPARATING DWELLING UNITS AND

DWELLING UNITS FROM OTHER CONTIGUOUS OCCUPANCIES SHALL BE

CONSTRUCTED AS A FIRE PARTITION PER SECTION 708. CORRIDOR

WALLS SHALL BE CONSTRUCTED AS A FIRE PARTITION PER SECTION

708.

508.3.3: NON SEPARATED OCCUPANCIES: SEPARATIONS BETWEEN

SLEEPING UNITS AND ACCESSORY USES SHALL BE 1/2-HOUR FIRE

RATED IN SPRINKLERED TYPE V-B CONSTRUCTION.

708.3: FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF

NOT LESS THAN 1 HOUR.

708.4: CONTINUITY: THE SUPPORTING CONSTRUCTION OF FIRE

PARTITIONS SHALL BE PROTECTED TO AFFORD THE RATING OF THE

WALL SUPPORTED EXCEPT FOR WALLS SEPARATING SLEEPING UNITS

AND CORRIDOR WALLS IN BUILDINGS OF TYPE V-B CONSTRUCTION.

TABLE 1018.1: CORRIDOR IN SPRINKLERED R OCCUPANCY ARE

PERMITTED TO BE 1/2-HOUR FIRE RATED.

MEANS OF EGRESS

EGRESS WIDTH (PER 1005)

1008.1.1 SIZE OF DOORS: SUFFICIENT FOR THE OCCUPANT LOAD

THEREOF AND PROVIDING A MINIMUM 32" CLEAR.

TABLE 1018.2 - CORRIDOR WIDTH: CORRIDORS = 44" MIN.

EGRESS WIDTH (PER 1005)

OTHER EGRESS REQUIREMENTS

ACCESSIBILITY

THE DESIGN COMPLIES WITH THE FOLLOWING PROVISIONS AS

APPLICABLE:

BUILDING CODE NOTED HERE: OSSC CHAPTER 11

ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES

(ADAAG): AS AMENDED THROUGH 2010

1107.6.1.1 GROUP R-1 ACCESSIBLE UNITS TO BE PROVIDED PER TABLE

1107.6.1.1. 1 TO 25 UNITS = 1 MINIMUM ACCESSIBLE UNIT W/O ROLL-IN

SHOWERS

11076.1.2 GROUP R-1 TYPE B UNITS: IN STRUCTURES WITH FOUR OR MORE

SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE, EVERY

SLEEPING UNIT SHALL BE A TYPE B UNIT

INTERIOR ENVIRONMENT

ENERGY EFFICIENCY

THIS DESIGN COMPLIES WITH THE PRESCRIPTIVE METHOD AND

SIMPLIFIED TRADE OFF METHOD PER 2010 OEESC.

PLUMBING SYSTEMS

COMMON AREAS: USE OFFICE AND STAFF AREA SQUARE FOOTAGE

B= 1,859 SF /100 = 19 OCC.

WATER CLOSETS: 1 PER 25 FOR THE FIRST 50: 1 PER GENDER PROVIDED

LAVATORIES: 1 PER 40 FOR THE FIRST 80: 1 PER GENDER PROVIDED

R-1: WATER CLOSETS: 1 PER SLEEPING UNIT / PROVIDED

LAVATORIES: 1 PER SLEEPING UNIT / PROVIDED

TUBS / SHOWERS: 1 PER SLEEPING UNIT / PROVIDED

A-2/A-3: 1 DRINKING FOUNTAIN/BOTTLE REFILLER PROVIDED

FIRE AND SMOKE PROTECTION

OCCUPANT LOAD CALCULATIONS

GROUND FLOOR:

RESIDENTIAL: 10,843 SF / 200 GROSS = 55 OCC.

ASSEMBLY (UNCONC.): 3,041 SF / 15 NET = 203 OCC.

BUSINESS: 1859 SF / 100 GROSS = 19 OCC.

COMMERCIAL KITCHEN: 514 SF / 200 GROSS = 3 OCC.

LIBRARY: 490 SF / 50 NET = 10 OCC.

ACCESSORY STORAGE: 1,205 SF / 300 GROSS = 5 OCC.

TOTAL OCCUPANT LOAD: 295 OCC.

LIFE SAFETY PLAN

CONSTRUCTION, CONT.

CONSTRUCTION

1

1 3.2.18 ADDENDUM 1