CHURCH OF LOVE - Cook Inlet Housing Authority€¦ · section 711 horizontal assemblies • floor...

61 NORTHARCHITECTS3400 SPENARD ROAD SUITE 12

ANCHORAGE, ALASKA 99503PH. 907-274-4446

95% S

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CHURCH OF LOVE3502 SPENARD ROADANCHORAGE, ALASKA

JOB NO. 2K17037

T1COVER

CHURCH OF LOVELOCATION: 3502 SPENARD ROAD

OWNER:

COOK INLET HOUSING AUTHORITY

CONTACT: TYLER ROBINSON

3510 SPENARD ROAD, SUITE 100

ANCHORAGE, ALASKA 99503

PH. 907-793-3000

ARCHITECT:

61 NORTH ARCHITECTS

ARCHITECT: CHRIS COLE

3400 SPENARD ROAD SUITE 12


PH. 907-274-4446

MECHANICAL ENGINEER:

RSA ENGINEERING, INC.

ENGINEER: DUSTIN McCLESKEY

670 WEST FIREWEED LANE, SUITE 200


PH. 907-276-0521

ELECTRICAL ENGINEER:

RSA ENGINEERING, INC.

ENGINEER: PATRICK COLLINS

670 WEST FIREWEED LANE, SUITE 200


PH. 907-276-0521

STRUCTURAL ENGINEER:

COFFMAN ENGINEERS, INC.

ENGINEER: MATTHEW STIELSTRA

800 F STREET

ANCHORAGE, AK 99501

PH. 907-276-6664

CIVIL ENGINEER: LANDSCAPE ARCHITECT:



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JOB NO. 2K17037

G1CODE STUDY

1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2012 IBC, LOCAL AMENDMENTS AND GOOD STANDARD PRACTICE. CONTRACTOR TO COORDINATE ALL DIMENSIONS, SIZING AND OPENINGS WITH ALL TRADES. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO ENSURE PROPER FIT.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND FINISH GRADES.

3. ALL MATERIALS AND WORK SHALL CONFORM TO ALL GOVERNING CODES AND REGULATIONS.

4. ALL MATERIALS AND PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

5. DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, AND GRID LINES UNLESS OTHERWISE NOTED.

6. LAP AND SEAL ALL VAPOR BARRIER SEAMS AND PUNCTURES. REMOVE VAPOR BARRIER BEHIND TILE AT ALL LOCATIONS.

7. EXTERIOR OPENINGS SHALL BE FLASHED WEATHERPROOF. FLASHING SHALL BE NO. 24 GALVANIZED SHEET METAL GAGE, U.N.O.

8. ALL GLASS WITHIN 2' OF ANY DOOR JAMB, WITHIN STAIR ENCLOSURES, OR SILLS WITHIN 18" OF FINISHED FLOOR SHALL BE COMPOSED OF 1/4-INCH CLEAR TEMPERED SAFETY GLASS.

9. EXIT HARDWARE: OPEN FROM INSIDE WITH ONE MOTION, NO SPECIAL KNOWLEDGE OR EFFORT. NO THUMB TURNS OR SEPARATE DEADBOLTS. NO KEYED LOCKS EXCEPT FRONT MAIN ENTRANCE.

10. CONTRACTOR TO PROVIDE SPRINKLER AND FIRE ALARM SHOPS TO MUNI AS A DEFERRED SUBMITTAL.

11. CIVIL ENGINEERING IS BY OWNER. COORDINATE ALL NEW WORK IN THESE DRAWINGS WITH THE UTILITIES, PEDESTRIAN WALKWAYS AND LANDSCAPING DEPICTED IN OWNER'S PLANS.

GENERAL NOTES CODE ANALYSISCURRENTLY ADOPTED BUILDING CODE STANDARDS 2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL MECHANICAL CODE2012 UNIFORM PLUMBING CODE2012 INTERNATIONAL FIRE CODE2014 NATIONAL ELECTRICAL CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE2012 INTERNATIONAL EXISTING BUILDING CODE2012 INTERNATIONAL FUEL GAS CODE2010 ASME SAFETY CODE FOR ELEVATORS & ESCALATORS2009 ICC/ANSI A117.1

2015 INTERNATIONAL BUILDING CODECODE ANALYSIS IS BASED ON THE 2015 IBC BECAUSE THE CODE WILL BE CHANGING IN THE NEAR FUTURE FROM THE 2012 TO THE 2015. WE ARE INTERPOLATING THE LOCAL AMENDMENTS FROM THE 2012 INTO THE 2015.

CHAPTER 3, USE AND OCCUPANCY CLASSIFICATION A-2 / M, COFFEE SHOP / RETAILTHIS IS A B OR AN M OCCUPANCY IF IT IS LESS THAN 750 SF OR LESS THAN 50 OCCUPANTS (PER IBC 303.1.1 #1 OR #2).

A-1, THEATERA-2, BANQUET HALLA-3 ART GALLERY, EXHIBITION HALL, LECTURE HALLTHESE ARE ALL REASONABLE USES FOR THE EXISTING SANCTUARY SPACE AND THE CODE REQUIREMENTS ARE VERY SIMILAR, SO WE WILL ADDRESS THEM ALL AS TO UNDERSTAND THE IMPLICATIONS AND THE MOST RESTRICTIVE.

B, ART STUDIO, EDUCATION (ABOVE THE 12TH GRADE) (LESS THAN 50 OCCUPANTS PER SPACE)

PROBABLY THE BASEMENT COMMUNITY ROOM IS REQUIRED TO BE THIS OCCUPANCY DUE TO EXITING CONSTRAINTS.

CONSTRUCTION TYPE (EXISTING): • VB, NON-SPRINKLED

IBC TABLE 504.3, ALLOWABLE BUILDING HEIGHT (TYPE VB, A, B, M):• 40 FEET

IBC TABLE 504.4, ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:• A-1, A-2, A-3 NON-SPRINKLED: 1 STORY• A-1, A-2, A-3 SPRINKLED: 2 STORIES• B NON-SPRINKLED: 2 STORIES• B SPRINKLED: 3 STORIES• M NON-SPRINKLED: 1 STORY• M SPRINKLED: 2 STORIES

WE CAN CALL THE SECOND FLOOR A MEZZANINE, OR PUT A FIRE WALL BETWEEN USES TO COUNT THE REAR SECTION OF THE BUILDING AS A SECOND FLOOR—HOWEVER SPRINKLERING THE BUILDING, MOST LIKELY, MAKES THE NUMBER OF STORIES A NON-ISSUE.

IBC TABLE 506.2, ALLOWABLE AREA FACTOR: (NS)=NON-SPRINKLED, (S1)=ONE STORY, SPRINKLED, (SM)=TWO OR MORE STORIES AND SPRINKLED

USE ALLOWABLE• A-1 NON-SPRINKLED (NS): 5,500 SF• A-1 SPRINKLED (S1): 22,000 SF• A-1 SPRINKLED (SM): 16,500 SFA-1 IS MOST RESTRICTIVE OF THE PROPOSED ASSEMBLY OCCUPANCIES

SECTION 506.2.3 SINGLE-OCCUPANCY, MULTISTORY BUILDINGSCALCULATION FOR INCREASING THE ARE OF A FLOOR/BUILDING BASED ON PROPERTY LINE SEPARATIONS.

EQUATION 5-2Aa = [At +(NS X If)]x SaAa = [5500 +(5500 X .6)] x 2Aa = [5500 + 3300] X 2Aa = 17600 ALLOWABLE SQUARE FEET **

SECTION 506.3 FRONTAGE INCREASEEQUATION 5-4W = (L1 x w1 + L2 x w2 + L3 x w3…)/FW = (160 x 20 + 40 x 30 + 160 x 30 + 40 x 30)/400W = 36.5

506.3.3 AMOUNT OF INCREASEEQUATION 5-5If = [F/P-0.25]W/30If = [340/400-.25]30/30If = .6

ACTUAL SF = 6400 SF (FIRST FLOOR FOOTPRINT) ****(SO NO RATINGS ARE REQUIRED AND NO SEPARATIONS ARE REQUIRED BASED ON ALLOWABLE HEIGHTS AND AREAS)

IBC TABLE 509 INCIDENTAL USES• FURNACE ROOMS WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTUs.

• FURNACE ROOM IS NON-SPRINKLED SO THE ROOM IS REQUIRED TO BE 1-HOUR RATED.

IBC TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTSTYPE VB CONSTRUCTIONPRIMARY STRUCTURAL FRAME 0 HOURBEARING WALLS

EXTERIOR 0 HOURINTERIOR 0 HOUR

NONBEARING WALLS AND PARTITIONSEXTERIOR PER TABLE 602

NONBEARING WALLS AND PARTITIONSINTERIOR 0 HOUR

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOURROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOUR

IBC TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPERATION DISTANCE.

TYPE VB CONSTRUCTION (FIRE SEPERATION DISTANCE)LESS THAN 5’ 1 HOURMORE THAN 5’ AND LESS THAN 10’ 1 HOURMORE THAN 10’ AND LESS THAN 30’ 0 HOURMORE THAN 30’ 0 HOURALL EXTERIOR WALLS HAVE (FIRE SEPERATION DISTANCE) OF 10’ OR MORE SO THE EXTERIOR WALLS ARE NOT REQUIRED TO BE RATED BASED ON DISTANCE TO PROPERTY LINES.

SECTION 707 FIRE BARRIERS• INTERIOR EXIT STAIRWAYS.• SHAFT ENCLOSURES.

• 1-HOUR RATED.• 1-HOUR RATED DOORS (TABLE 716.5).

SECTION 708 FIRE PARTITIONS• DWELLING UNIT SEPARATION

• 1 HOUR PROTECTION (708.3).• CORRIDOR WALLS

• 1-HOUR RATED (TABLE 1020.1 AND 708.3).• 20 MINUTE DOORS (TABLE 716.5).• 1-HOUR RATED FLOOR/CEILING ASSEMBLY (708.4)

SECTION 711 HORIZONTAL ASSEMBLIES• FLOOR CONSTRUCTION SEPARATING DWELLING UNITS.

• 1 HOUR RATED (SECTION 711.2.4.3).IF THE APARTMENT REMAINS AS AN APARTMENT, THEN SEPARATIONS STILL APPLY. CORRIDORS ARE REQUIRED IF IT IS SERVING AN OCCUPANT LOAD OF OVER 30, BUT CAN BE NON-RATED IF BUILDING BECOMES SPRINKLED.

TABLE 803.9, INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

SECTION 804 INTERIOR FLOOR FINISHES.IBC 804.2 MINIMUM CRITICAL RADIANT FLUX.• CLASS I REQUIRED FOR FLOOR COVERINGS IN ENCLOSURES FOR STAIRWAYS AND

RAMPS, EXIT PASSAGEWAYS, CORRIDORS.IF SPRINKLED, CLASS II IS ALLOWED.

IBC 903.2.1.1 GROUP A-1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED IF:• THE FIRE AREA EXCEEDS 12,000 SF.• THE FIRE AREA HAS AN OCCUPANT LOAD OF 300 OR MORE.• THE FIRE AREA IS LOCATED ON A FLOOR OTHER THAN THE A LEVEL OF EXIT

DISCHARGE FOR SUCH OCCUPANCIES.WE ARE CURRENTLY OVER THE THRESHOLD OF 300 OCCUPANTS, SO THIS SPACE WOULD REQUIRE THAT THE BUILDING IS SPRINKLED. STAGE 19X32/15=40.5 OCCUPANTS + 59X32/7=270 OCCUPANTS.


DISCHARGE FOR SUCH OCCUPANCIES.SEE COMMENT ABOVE.


DISCHARGE FOR SUCH OCCUPANCIES.SEE COMMENT ABOVE.

IBC 903.2.7 GROUP M.REQUIREMENTS NOT APPLICABLE.

IBC 903.2.8 GROUP R.IF APARTMENT REMAINS IN BUILDING, THEN SPRINKLER IS REQUIRED.

SECTION 906 PORTABLE FIRE EXTINGUISHERSTABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS.• LIGHT (LOW) HAZARD:

• 2-A; 10-B,C.• MAX TRAVEL DISTANCE 75’ (TABLE 906.3(1)).

• MECHANICAL ROOM:• EXTRA (HIGH) HAZARD:• 4-A; 80-B,C.

SHOP MAY NEED A HIGHER HAZARD PORTABLE FIRE EXTINGUISHER BASED ON USE.

SECTION 907 FIRE ALARM AND DETECTION SYSTEMS

SECTION 1004 OCCUPANT LOAD.USE SF /OCC OCCUPANT LOADSANCTUARY

STAGE 320 /20 16.0ASSEMBLY 1850 /7 (CHAIRS) 264.0

1ST FLOOR OFFICE 320 /100 3.2COMMUNITY ROOM 924 /20 46.2SHOP 384 /100 3.8STORAGE 302 /300 1.0OFFICE/ART STUDIO 1762 /100 17.62ND FLOOR OFFICE 1833 /100 18.3

TOTAL BUILDING OCCUPANT LOAD: 370.1

SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYSSOME OF THE SECOND FLOOR OFFICES HAVE A SINGLE EXIT. THIS IS ALLOWED WITH AN OCCUPANT LOAD OF LESS THAN 30 AND A TRAVEL DISTANCE OF 75’ BASED ON TABLE 1006.3.2(2).

THE COMMUNIY ROOM IS REQUIRED TO HAVE TWO EXITS. THERE IS A SECOND EXIT UP THROUGH THE SHOP, HOWEVER A SHOP IS A MORE HAZARDOUS INTERVENING SPACE THAN AN ASSEMBLY. ADDITIONALLY, THE DOORS SWING IN THE WRONG DIRECTION OF TRAVEL FOR THE ASSEMBLY, AND THE DOORS MAY BE FOR ANOTHER TENANTS USE AND ARE LOCKING, SO THE EXIT PATH CAN BE BLOCKED. IF THE MAX. OCCUPANT LOAD CAN BE 49 AND THE TRAVEL DISTANCE IS LESS THAN 75’, THEN THE COMMUNITY ROOM SPACE IS CURRENT WITH THE REQUIRED EXITING PER TABLE 1006.2.1 AND TABLE 1006.3.2(2).

IBC 1017.1 EXIT ACCESS TRAVEL DISTANCE• 200’ TRAVEL DISTANCE.250’ ALLOWED WITH SPRINKLER SYSTEM.

IBC 1020.1 CORRIDORSTABLE 1020.1 CORRIDOR FIRE RESISTANT RATING• 1 HOUR RATED WITHOUT SPRINKLER SYSTEM.NON-RATED IF BUILDING BECOMES SPRINKLED.

1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION• CLASS C ROOF COVERING REQUIRED PER TABLE 1505.1

TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES• OCCUPANCY CATEGORY III BASED ON OCCUPANT LOAD ABOVE 300 AND ASSEMBLY.CATEGORY III IS A HIGHER LEVEL OF STRUCTURAL REQUIREMENTS.

LEGAL DESCRIPTION:MILLER’S SUBDIVISION, LOT 1, S2 ANCHORAGE, ALASKA

1. ZONING DISTRICT: B3

2. PERMITTED PRINCIPAL USES: PREVIOUS USE: RELIGIOUS PROPOSED USES: OFFICE, RETAIL SALES, RESTAURANT, (CLUB, LODGE, MEETING HALL),

THEATER, ART STUDIO AND ART CLASSES (INSTRUCTIONAL SERVICES).

3. SETBACK REQUIREMENTS: FRONT: 10 FEET SIDE: 0 OR AT LEAST 10 FEET. REAR: 15 FEET (ADJACENT TO A RESIDENTIAL DISTRICT)

4. MAXIMUM HEIGHT: 45 FEET

5. MAXIMUM LOT COVERAGE: UNRESTRICTED.

6. PARKING REQUIRED:

EXISTING BUILDINGUSE CALCULATION PARKING REQ’DFIRST FLOORTHEATER / MEETING HALL 1888 SF / 7 = 270 OCCUPANTS

1 PARKING SPACE PER 4 PERSONS - 270/4 = 67.5STAGE 537 SF / 20 = 27 OCCUPANTS

1 PARKING SPACE PER 4 PERSONS - 27/4 = 06.8OFFICE 245 SF / 350 = 00.7

2 BEDROOM APARTMENT 01.5STUDIO APARTMENT 01.0

BASEMENTMEETING ROOM 1191 SF / 7 = 170 OCCUPANTS

1 PARKING SPACE PER 4 PERSONS - 170/4 = 42.5STORAGE 131+43+129+116+205+128 = 752 / 350 = 02.1SHOP SPACE 799 / 350 = 02.3OFFICE / ART STUDIO 164 / 350 = 00.5

SECOND FLOORART STUDIOS 1833 / 350 = 05.2

TOTAL REQUIRED PARKING: 130.1

NEW USES FOR EXISTING BUILDINGUSE CALCULATION PARKING REQ’DFIRST FLOORCOMMUNITY CENTER 1850 SF / 7 = 264 OCCUPANTS

1 PARKING SPACE PER 5 PERSONS - 270/5 = 52.8STAGE 320 SF / 20 = 16 OCCUPANTS

1 PARKING SPACE PER 5 PERSONS - 16/5 = 03.2STORAGE 108 SF / 0 = 00.0CONCESSIONS 107 SF / 0 = 00.0LOBBY, VESTIBULE, ELEVATOR AND LOBBY ADDITION

233+806 = 1039 SF / 0 = 00.0

ANCHORAGE COMMUNITY HOUSE (CHANGE OF USE FROM 2 BEDROOM APARTMENT)AND FACILITY OFFICE (CHANGE OF USE FROM STUDIO APARTMENT)

1762 SF / 350 05.0

BASEMENTMEETING ROOM (TOTAL) 924 SF / 20 = 46.2 OCCUPANTS

1 PARKING SPACE PER 4 PERSONS – 46.2/4 = 11.5**NOT REQUIRED BECAUSE THIS IS NOT THE PRIMARY ASSEMBLY SPACE

NEW BATHROOMS FOR MEETING SPACESMENS 236 / 0 = 00.0WOMENS 232 / 0 = 00.0

STORAGE 131+43+128 = 302 / 350 = 00.9SHOP SPACE 384 / 350 = 01.1OFFICE / ART STUDIO 177 / 350 = 00.5

SECOND FLOORART STUDIOS 1833 / 350 = 05.2

TOTAL REQUIRED PARKING: 68.7

**NEW USES ARE A REDUCTION OF PARKING TO THE BUILDING OF XX SPACES.

7. OFF-STREET LOADING: NOT REQUIRED.

CODE ANALYSIS - TITLE 21

2015 INTERNATIONAL FIRE CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

TABLE C402.2, OPAQUE THERMAL ENVELOPE REQUIREMENTS, CLIMATE ZONE 7.• ROOFS - INSULATION ENTIRELY ABOVE DECK.

• R-30CI.• ROOFS - ATTIC AND OTHER.

• R-38.• WALLS - ABOVE GRADE – MASS.

• R-15.2CI.• WALLS - ABOVE GRADE - WOOD FRAMED AND OTHER.

• R-13+ R-7.5CI OR R-21.• WALLS - BELOW GRADE.

• R-8CI.• FLOORS – SLAB-ON-GRADE, HEATED.

• R-10, EXTENDING 36” BELOW.• OPAQUE DOORS – SWINGING.

• U-0.50.• OPAQUE DOORS – ROLL-UP OR SLIDING

• U-0.50.

TABLE 402.3, BUILDING ENVELOPE REQUIREMENTS: FENESTRATION, CLIMATE ZONE 7.• VERTICAL FENESTRATION - U-FACTOR - FRAMING MATERIALS OTHER THAN METAL

WITH OR WITHOUT METAL REINFORCEMENT OR CLADDING.• 0.35.

• VERTICAL FENESTRATION - U-FACTOR - METAL FRAMING WITH OR WITHOUT THERMAL BREAK – CURTAIN WALL/STOREFRONT.• 0.40.

• VERTICAL FENESTRATION - U-FACTOR - METAL FRAMING WITH OR WITHOUT THERMAL BREAK – ENTRANCE DOORS.• 0.80.

• VERTICAL FENESTRATION - U-FACTOR - METAL FRAMING WITH OR WITHOUT THERMAL BREAK – ALL OTHER - INCLUDING OPERABLE WINDOWS, FIXED WINDOWS AND NON-ENTRANCE DOORS.• 0.45.

• VERTICAL FENESTRATION - SHGC - PF<0.25.• 0.45.

• VERTICAL FENESTRATION - SHGC - PF≥0.25.• NO REQUIREMENT

2015 INTERNATIONAL EXISTING BUILDINGS CODE

CHAPTER 10 CHANGE OF OCCUPANCY(SECTIONS BELOW THAT MAY APPLY TO THIS PROJECT)

SECTION 1006 ACCESSIBILITYSHALL COMPLY WITH SECTION 1012.8.

SECTION 1007 STRUCTURALTHESE SECTIONS REFER TO THE TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES. IF PARTS OF THE BUILDING ARE TO REMAIN AND THE OCCUPANCY IS CHANGED, THE NEW USES AND WORK WILL NOT INCREASE THE RISK CATEGORY ON THE BUILDING. SO AS LONG AS THERE ARE NO NEW LOADS ON THE EXSITNG STRUCTURE, ADDITIONAL STRUCTURAL WORK ON THE EXISITNG STRUCTURE WILL NOT BE REQUIRED. ANY NEW WORK WILL BE REQUIRED TO COMPLY WITH CURRENT CODES.

SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATIONIEBC 1012.2 FIRE PROTECTION SYSTEMS.IEBC 1012.2.1 FIRE SPRINKLER SYSTEMSWHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS OR WHERE THERE IS A CHANGE OF OCCUPANCY WITHIN A SPACE WHERE THERE IS A DIFFERENT FIRE PROTECTION SYSTEM THRESHOLD REQUIREMENT IN CHAPTER 9 OF THE IBC…THIS SECTION ALLOWS THE OWNER TO MAINTAIN THE SPACE AS AN A-3 OCCUPANCY WITHOUT BEING REQUIRED TO ADD A FIRE SPRINKLER SYSTEM. HOWEVER, IF THE OWNER WANTS FLEXIBILITY TO USE THE SPACE IN DIFFERENT ASSEMBLY CONFIGURATIONS (A-1 AND A-2 USES), IT WOULD TECHNICALLY, PER THIS CODE SECTION, BE REQUIRED TO PROVIDE A FIRE SPRINKLER SYSTEM—EVEN THOUGH THE A-1 AND A-2 USES ARE NOT HIGHER HAZARDS THAN THE A-3 OCCUPANCY.

1012.2.2 FIRE ALARM AND DETECTION SYSTEMS.THIS SECTION READS THE SAME AS THE FIRE SPRINKLER SYSTEM ABOVE.

TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIESTHIS TABLE SAYS THAT IF THERE IS A CHANGE OF USE FROM ANY OF THE “A” USES TO USES THE OWNER PROPOSES TO MODIFY THE BUILDING INTO, OR A CHANGE FROM THE “R” TO “B”, THEN THERE ARE NO NEW EGRESS REQUIREMENTS EXCEPT MEANS OF EGRESS LIGHTING AND EXIT SIGNS.

TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIESTHIS TABLE SAYS THAT IF THERE IS A CHANGE OF USE FROM ANY OF THE “A” USES TO USES THE OWNER PROPOSES TO MODIFY THE BUILDING INTO, OR A CHANGE FROM THE “R” TO “B”, THEN THE HEIGHT AND AREA OF THE EXISTING BUILDING SHALL BE DEEMED ACCEPTABLE.

TABLE 1012.5 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIESN/A

1012.8 ACCESSIBILITY1012.8.2 COMPLETE CHANGE OF OCCUPANCY. …BUILDING SHALL HAVE ALL OF THE FOLLOWING ACCESSIBLE FEATURES:1. AT LEAST ONE ACCESSIBLE BUILDING ENTRANCE.2. AT LEAST ONE ACCESSIBLE ROUTE FROM AN ACCESSIBLE BUILDING ENTRANCE TO PRIMARY FUNCTION AREAS.3. SIGNAGE COMPLYING WITH SECTION 1111 OF THE INTERNATIONAL BUILDING CODE.4. ACCESSIBLE PARKING, WHERE PARKING IS PROVIDED.5. AT LEAST ONE ACCESSIBLE PASSENGER LOADING ZONE, WHERE LOADING ZONES ARE PROVIDED.6. AT LEAST ONE ACCESSIBLE ROUTE CONNECTING ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES TO AN ACCESSIBLE ENTRANCE.

CHAPTER 11 ADDITIONSTHIS SECTION OF CODE BASICALLY SAYS THAT NEW ADDITIONS CAN ONLY ADD MINIMAL LOADS TO THE EXISTING BUILDING, INCLUDING SNOW DRIFT LOADS. SO ANY NEW ADDITIONS SHOULD BE SEPARATED FROM THE EXISTING BUILDING TO THE GREATEST EXTENT POSSIBLE.

SECTION 1105 ACCESSIBILITY IEBC 1105.1 MINIMUM REQUIREMENTS. ACCESSIBILITY FOR NEW CONSTRUCTION SHALL APPLY TO ADDITIONS. AN ADDITION THAT AFFECTS THE ACCESSIBILITY TO, OR CONTAINS AN AREA OF, PRIMARY FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705, 806 AND 906, AS APPLICABLE.THIS SECTION BASICALLY SAYS THE ACCESSIBILITY OF THE BUILDING WILL NEED TO BE BROUGHT UP TO CURRENT CODES.

A renovation of/addition to, the existing church of love building in Spenard. The building currently has an office space at the street side, a sanctuary space in the center and a rectory at the back.

PROJECT DESCRIPTION

A

B

FINISH

5/8" TYPE "X" GWB

3 5/8" METAL STUDS @ 16" O.C.(SEE STRUCTURAL)

5/8" TYPE "X" GWB

FINISH

FINISH

5/8" TYPE "X" GWB

6" METAL STUDS @ 16" O.C.(SEE STRUCTURAL)

5/8" TYPE "X" GWB

FINISH

C

FINISH

5/8" TYPE "X" GWB

6" METAL STUDS @ 16" O.C.(SEE STRUCTURAL)

D

FINISH

5/8" TYPE "X" GWB

3 5/8" METAL STUDS @ 16" O.C.(SEE STRUCTURAL)

CONCRETE (SEE STRUCTURAL)

WATERPROOFING

FINISH

5/8" TYPE "X" GWB

6 MIL. POLY. VAPOR RETARDER

2x8 WOOD STUDS @ 16" O.C. (SEE STRUCTURAL)

PLYWOOD SHEATHING (SEE STRUCTURAL)

WATER RESISTIVE AIR BARRIER

SIDING SYSTEM (SEE ELEVATIONS)

E

F

BATT INSULATION (FILL CAVITY) (R-25)(ACTUAL R-24 COMPRESSED)

2" RIGID INSULATION (R-10 MIN.)

2 8

2 4

EXISTINGNEW

2x4 WOOD STUDS (EXISTING)


WATER RESISTIVE AIR BARRIER

SIDING SYSTEM (SEE ELEVATIONS)


1" RIGID INSULATION (R-5 MIN.)(STAGGER JOINTS WITH INSULATION BENEATH)


BATT INSULATION (FILL CAVITY) (R-13)

G

2

FLOOR JOISTS (SEE STRUCTURAL)

PLYWOOD (SEE STRUCTURAL)

1/2" UNDERLAYMENT

FINISH

FLOOR ASSEMBLY

FLOOR ASSEMBLY1

ROOF RAFTERS (SEE STRUCTURAL)

RIGID INSULATION (TAPERED) (R-30 MIN.)


COVER BOARD

MEMBRANE ROOFING

ROOF ASSEMBLY - CLASS C REQUIRED3


5/8" TYPE "X" GWB

FINISH

CONCRETE SLAB (SEE STRUCTURAL)

COMPACTED FILL (SEE STRUCTURAL)

4

ROOF RAFTERS (SEE STRUCTURAL)


ROOF ASSEMBLY - CLASS C REQUIRED

RIGID INSULATION (TAPERED) (R-30 MIN.)


MEMBRANE ROOFING

COVER BOARD

5

GLULAM FRAMES (EXISTING) (SEE STRUCTURAL)

T&G LUMBER DECKING (EXISTING) (SEE STRUCTURAL)

ROOF ASSEMBLY - CLASS C REQUIRED

RIGID INSULATION (FLAT) (R-15 MIN.)


SELF-ADHERED ROOFING UNDERLAYMENT

1/2" OSB COVER BOARD (LAMINATED TO INSULATION LAYER BELOW)

RIGID INSULATION (FLAT) (R-15 MIN.)(STAGGER JOINTS WITH INSULATION BELOW)

ASPHALT SHINGLES




5/8" TYPE "X" GWB



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JOB NO. 2K17037

G2ASSEMBLIES

SF1 SF2 SF3

10' -

11 1/

2"

7' - 6 1/2"

10' -

11 1/

2"

7' -

4"

3' - 9 1/4" 3' - 9 1/4" 6' - 3" 5' - 3 1/2"

7' -

4"

11' -

0"

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

22' - 0"

1' -

9"2'

- 0"

2' -

0"2'

- 0"

2' -

0"1'

- 3"

SF5

7' - 6 1/2"

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

10' -

11 1/

2"

7' -

4"

11' - 6 1/2"

SF9SF7

5' -

7"2'

- 6"

5' - 10"

2' - 5" 3' - 5"

IG

IGT

IG

IGT

IGT

IGT

IGT

IG IG

IGT

IGT

IG

IGT

IG

IG IG

IG(TYP.)

ALUM. TRIM

3' -

0"4' -

0"

5' - 0"

IG

SF4

3' -

0"4' -

0"

4' - 0"

IG

STOREFRONTS / WINDOWS

SF6

5' -

0"2'

- 0"

4' - 0"

IG

ALUMINUM ALUMINUM

ALUMINUM VINYL

SF8

5' -

10"

2' -

9"

8' - 0"

2' - 8" 2' - 8" 2' - 8"

IG IG

VINYL

IG

SF10

SEE

ELEV

ATIONS

3' -

0"

3' - 0"

IG

ALUMINUM

PROVIDE BLACKOUT SHADES

DOOR SCHEDULE ABBREVIATIONS

AL = ALUMINUMALT = ALUMINUM THERMALLY BROKENFF = FACTORY FINISHGL = GLASSHM = HOLLOW METALHMI = HOLLOW METAL INSULATEDHW = HOLLOW CORE WOOD

IC = INSULATED COREIMP = INSULATED METAL PANELIG = INSULATED GLASSMTL = METALP = PAINTPL = PLASTICPLI = PLASTIC INSULATED

S = STAINST = STEELSTI = STEEL INSULATEDSC = SOLID CORE WOODSG = SAFETY GLASST = TEMPEREDWD = WOOD

FRAME TYPES

1 2

VARIES VARIES

3

5' - 8"

7' -

0"

4' -

0"

3' -

0"

7' -

0"

VARIE

S

SINGLE UNIT FRAME DOUBLE UNIT FRAME SINGLE UNIT FRAME W/ GLASS SIDELITE

CL

T

IMP

A B C DFLUSH FULL GLASS HALF LITE VISION LITE

DOOR TYPES

ECOILING ROLL-UP

2' - 7" 3' - 1"



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

G3SCHEDULES

DOOR SCHEDULENUMBER SIZE

DOOR FRAME GLASS FIRERATING

HDWR.GROUP

DETAILSCOMMENTSTYPE MAT'L. FINISH TYPE MAT'L. FINISH GLAZ'G. LABEL HEAD JAMB SILL

89 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - -91A 3'-0" x 7'-0" C SC S 1 KD P SG - - - - - - -92 (2) 3'-0" x 7'-0" C SC S 2 KD P SG - - - - - - -93 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - -94 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - -95 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - -96 (2) 3'-0" x 7'-0" C SC S 2 KD P SG - - - - - - -97 3'-0" x 7'-0" C SC S 1 KD P SG - - - - - - -99 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - -100A SEE STOREFRONT

SYSTEMSB ALT FF SF2 ALT FF IG/SG - - - - - - CARD READER

100B SEE STOREFRONTSYSTEMS

B ALT FF SF3 ALT FF IG/SG - - - - - - -

102 (2) 3'-0" x 7'-0" 116 ALT FF 1 ALT P IG/SG - - - - - -103 3'-0" x 7'-0" A SC S 2 KD P - - - - - - - -104A 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - -104B 6'-0'' x 4'-0" E ST FF - - - - - - - - - - -104C 6'-0'' x 4'-0" E ST FF - - - - - - - - - - -105A (2) 3'-0" x 7'-0" A SC S 2 KD P - - - - - - - -105B (2) 3'-0" x 7'-0" A SC S 1 KD P - - - - - - - CARD READER107 3'-0" x 7'-0" B ALT FF 3 ALT FF IG/SG - - - - - - CARD READER110A 3'-0" x 6'-8" A SC S 1 KD P - - - - - - - -110B 3'-0" x 6'-8" A SC S 1 KD P - - - - - - - -

UP

A B AA GG HH II JJ LL

33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

1

A16

0

1

A14

1

A14

1

A15

1

A15

2

2

5

7

6

3' - 4" 8"5

1

8

4

2

22

2

4

2

4

4

4

2 2 2

5 5 5 5 53

2

43

2

1

3

7

7

7

7

7

555

1. COORDINATE ALL DEMOLITION WITH NEW WORK ON MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL.

2. VERIFY ALL EXISTING CONDITIONS ARE AS DESCRIBED IN THESE DRAWINGS. NOTIFY ARCHITECT IF DISCREPANCY.

3. THE CONTRACTOR SHALL REMOVE AND AND PROPERLY DISPOSE OF ALL MATERIALS REQUIRED FOR INSTALLATION OF THE NEW CONSTRUCTION. PRIOR TO BEGINNING DEMOLITION WORK, THE CONTRACTOR SHALL VERIFY THE EXISTING CONSTRUCTION, UTILITIES, MECHANICAL AND ELECTRICAL COMPONENTS. DISCONNECT ALL ELECTRICAL AND MECHANICAL COMPONENTS REQUIRED TO BE DEMOLISHED PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING TO SUPPORT THE EXISTING AND NEW CONSTRUCTION FOR THE DURATION OF THE WORK OR UNTIL ALL PERMANENT SUPPORTING MEMBERS AND BRACING SYSTEMS ARE INSTALLED. THE CONSTRUCTION REQUIRES DEMOLITION OF PORTIONS OF THE EXISTING LATERAL FORCE RESISTING SYSTEM (I.E. HORIZ. ROOF DIAPHRAGMS.) THE CONTRACTOR SHALL PROVIDE TEMPORARY LATERAL SUPPORT BRACING UNTIL INSTALLATION OF THE PERMANENT LATERAL FORCE RESISTING SYSTEM.

4. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

5. HAZARDOUS MATERIALS: *****

6. REMOVE ALL EXISTING FLOORING FROM GRID AA TO GRID LL.

7. REMOVE ALL EXTERIOR FINISHES FROM GRID AA TO GRID LL.

GENERAL DEMOLITION NOTES:

DEMOLITION KEY NOTES:1

REMOVE DASHED WALL

REMOVE DASHED FURRING

REMOVE DASHED DOOR

2

3

REMOVE DASHED WINDOW

4

CUT OPENING FOR NEW DOOR OR WINDOW

5

6

REMOVE DASHED WINDOW WELL OR CONCRETE STEPS/FOUNDATION AND PLANTER ABOVE7

DEMOLITION LEGEND:WALLS TO REMAIN

DEMO AND REMOVE

DEMO AND REMOVE FLOOR OR ROOF ABOVE(SHADED AREA)

DEMO AND REMOVE GWB AT CEILING(SHADED AREA)

REMOVE FLOOR OR ROOF ABOVE AND ALL WALLS, STAIRS, DOORS AND WINDOWS TO TOP OF FOUNDATION WALL.

REMOVE DASHED CONCRETE AREA/STAIRS FOR NEW RAMP8

REMOVE DASHED STAGE TO FLOOR DECK9

REMOVE DASHED PLUMBING FIXTURES10

REMOVE DASHED STAIRS11

REMOVE DASHED EXTERIOR OVERHANG AT SECOND FLOOR LEVEL12

REMOVE GWB AT CEILING13

REMOVE GWB AT EXTERIOR WALL14

REMOVE EXPOSED AGGREGATE FINISH SYSTEM AND FIBERBOARD SHEATHING AT EXTERIOR WALL15



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A1BASEMENT FLOOR DEMOLITION PLAN

1/8" = 1'-0"1DEMOLITION - BASEMENT FLOOR PLAN

DN

DN

DN

UP

UP


33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

1

A16

0

1

A14

1

A14

1

A15

1

A15

2

4

4

14

2

4

4

2

6

5

7

6 55

7

5 5

9

6

2

4

1

2

10

10

4

4

2

2

1

2

2 4

44

2

11

11

2

4

2

12

5

REMOVE WINDOW AT SECOND FLOORAND INFILL OPENING (MATCH AND FLUSH FINISHES)

4

5 5

55

15

14

15

14

1. COORDINATE ALL DEMOLITION WITH NEW WORK ON MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL.

2. VERIFY ALL EXISTING CONDITIONS ARE AS DESCRIBED IN THESE DRAWINGS. NOTIFY ARCHITECT IF DISCREPANCY.

3. THE CONTRACTOR SHALL REMOVE AND AND PROPERLY DISPOSE OF ALL MATERIALS REQUIRED FOR INSTALLATION OF THE NEW CONSTRUCTION. PRIOR TO BEGINNING DEMOLITION WORK, THE CONTRACTOR SHALL VERIFY THE EXISTING CONSTRUCTION, UTILITIES, MECHANICAL AND ELECTRICAL COMPONENTS. DISCONNECT ALL ELECTRICAL AND MECHANICAL COMPONENTS REQUIRED TO BE DEMOLISHED PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING TO SUPPORT THE EXISTING AND NEW CONSTRUCTION FOR THE DURATION OF THE WORK OR UNTIL ALL PERMANENT SUPPORTING MEMBERS AND BRACING SYSTEMS ARE INSTALLED. THE CONSTRUCTION REQUIRES DEMOLITION OF PORTIONS OF THE EXISTING LATERAL FORCE RESISTING SYSTEM (I.E. HORIZ. ROOF DIAPHRAGMS.) THE CONTRACTOR SHALL PROVIDE TEMPORARY LATERAL SUPPORT BRACING UNTIL INSTALLATION OF THE PERMANENT LATERAL FORCE RESISTING SYSTEM.

4. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

5. HAZARDOUS MATERIALS: *****

6. REMOVE ALL EXISTING FLOORING FROM GRID AA TO GRID LL.

7. REMOVE ALL EXTERIOR FINISHES FROM GRID AA TO GRID LL.

GENERAL DEMOLITION NOTES:

DEMOLITION KEY NOTES:1

REMOVE DASHED WALL

REMOVE DASHED FURRING

REMOVE DASHED DOOR

2

3

REMOVE DASHED WINDOW

4

CUT OPENING FOR NEW DOOR OR WINDOW

5

6

REMOVE DASHED WINDOW WELL OR CONCRETE STEPS/FOUNDATION AND PLANTER ABOVE7

DEMOLITION LEGEND:WALLS TO REMAIN

DEMO AND REMOVE

DEMO AND REMOVE FLOOR OR ROOF ABOVE(SHADED AREA)

DEMO AND REMOVE GWB AT CEILING(SHADED AREA)

REMOVE FLOOR OR ROOF ABOVE AND ALL WALLS, STAIRS, DOORS AND WINDOWS TO TOP OF FOUNDATION WALL.

REMOVE DASHED CONCRETE AREA/STAIRS FOR NEW RAMP8

REMOVE DASHED STAGE TO FLOOR DECK9

REMOVE DASHED PLUMBING FIXTURES10

REMOVE DASHED STAIRS11

REMOVE DASHED EXTERIOR OVERHANG AT SECOND FLOOR LEVEL12

REMOVE GWB AT CEILING13

REMOVE GWB AT EXTERIOR WALL14

REMOVE EXPOSED AGGREGATE FINISH SYSTEM AND FIBERBOARD SHEATHING AT EXTERIOR WALL15



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A2FIRST FLOOR DEMOLITION PLAN

1/8" = 1'-0"1DEMOLITION - FIRST FLOOR PLAN

UP

A13

A133A13

4

2


33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D

1

A16

1

A16

MM

0

1

A14

1

A14

1

A15

1

A15

A13

1

UP UP

STUDIO97

FLEX SPACE96

TOOL ROOM99

MECH98

COORIDOR95

WOMENS94

MENS93

LARGECLASSROOM

92

SMALLCLASSROOM

91

COORIDOR90UP ELEVATOR

STOR.89

NEW RAMP

SPRINKLER88

A61

A71

FOLDING PARTITION DOORADDITIVE ALTERNATE

JANITOR87

FECFEC

NEW WINDOW WELL

FEC

FE

LEGENDEXISTING WALL ASSEMBLY

NEW WALL ASSEMBLY

2A10BC FIRE EXTINGUISHER(10 LBS)

2A10BC FIRE EXTINGUISHERAND SEMI-RECESSED CABINET(10 LBS)



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A3OVERALL BASEMENT FLOOR PLAN

SCALE: 1/8" = 1'-0"1OVERALL BASEMENT FLOOR PLAN

DN

DN

DN

UP

UP

UP

DN

DN

A13

A133A13

4

2


33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

1

A16

MM

0

1

A14

1

A14

1

A15

1

A15

A13

1

GREEN ROOM110

OFFICE114

CRAFTS115

CRAFTS116

LIVING117

DINING118

KITCHEN119

CORR111

UTILITY113

RR112

CORR109

ASSEMBLY105

CONCESSION104

STORAGE103

VESTIBULE100

DN

DN

DN

STAIR107

ELEVATOR

ENTRY101

LOBBY102

A81

A91

MOVEABLEPLATFORM

DN

ELEVATOR BASE BIDLIFT DEDUCTIVE ALTERNATE

DN

DECK

FEC

FEC

36" HIGH HANDRAIL (1 1/2" STEEL PIPE)EACH SIDE OF RAMP(12" EXTENSION AT TOP AND BOTTOM)(RETURN ENDS OF HANDRAIL)(SEE ELEVATION)

RAMP1:12 SLOPE

FEC

FE


NEW WALL ASSEMBLY





95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A4OVERALL FIRST FLOOR PLAN

1/8" = 1'-0"1OVERALL FIRST FLOOR PLAN

DN

DN

DN

DN

A13

A133A13

4

2


33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

1

A16

MM

0

1

A14

1

A14

1

A15

1

A15

A13

1

EQUIPMENTPLATFORM

OPEN TO BELOW

A52

DN

2

A16

ROOF(SEE ROOF PLAN)

ROOF(SEE ROOF PLAN)

ROOF(SEE ROOF PLAN)

A

1.0

4' -

0"

7' -

4"4' -

1"

8' - 9"

15' -

5"

4' -

0"

6' -

5"5'

- 0"

4' - 0" 5" 4' - 0" 4"

DN

1' -

0"11"

17R

@ 7

"

15T

@ 11"

11"1'

- 0"

42" HIGH GUARD EACH SIDE OF STAIR AND LANDINGS

36" HIGH HANDRAIL (1 1/2" STEEL PIPE) EACH SIDE OF STAIR(12" FLAT EXTENSION AT TOP AND 11" EXTENSION AT BOTTOM)(RETURN ENDS OF HANDRAIL)

FEC

FE


NEW WALL ASSEMBLY





95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A5OVERALL SECOND FLOOR PLAN

1/8" = 1'-0"1OVERALL SECOND FLOOR PLAN

1/4" = 1'-0"2ENLARGED STAIR PLAN

GG HH II JJ LL

3

1

2

1

A16

1

A16

MM

0

LARGECLASSROOM

92

SMALLCLASSROOM

91

STOR.89

COORIDOR90

SPRINKLER88

A

A A A

BB D

B

D

D

D

A A

A

A

AA

A

D

D

D

D

A 89

C

92

91A

ELEVATOR

F

F

F

D

115.00°

1' -

10 1/

2"

9' - 7 5/8" 11 3/8" 5' - 8" 15' - 11 5/8"

(FINISH)

8' - 4" 8' - 7 3/4" 1' - 0 1/4"

1' -

0 1/4"

15' -

0 1/

4"8'

- 0

1/2"

(FINI

S H)

6' -

8 3/

4"1'

- 3

1/4"

UP

11' - 4"

SF8SF8SF8SF8SF8

60" HIGH PONY WALLSWALL ASSEMBLY "D"

SF8

UPNEW CONC. RAMP1:12 SLOPE

MDF CAP (PAINT)

7' - 2" 3' - 2"

1' - 5 1/4" 9' - 6 3/4" 7' - 3 1/2" 4' - 11 1/2" 4' - 1" 2' - 8"

1' -

0 1/4"

5' -

4 1/8"

1' -

6 1/4"

6' -

9 1/4"

3' -

0"5'

- 8

1/4"

39' -

4 5

/8"

7' -

3 5/

8"16' -

0 1/

2"16' -

0 1/

2"

SF4

4' - 9 1/2"

4' - 9 1/2"

NEW WINDOW WELL

BY OWNER

A6

2



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A6ENLARGED BASEMENT FLOOR PLAN EAST

1/4" = 1'-0"1ENLARGED BASEMENT FLOOR PLAN EAST

1/2" = 1'-0"2INTERIOR ELEVATION - CASEWORK

UP

AA GG

3

1

2

FFEEDDCCBB 1

A14

1

A14

1

A15

1

A15

A

A AA

A

A

A

B

A

B A

B

AA

A

D

D

DDB

D

MENS93

WOMENS94

FLEX SPACE96

COORIDOR95

96 95 93

STUDIO97

MECH98

TOOL ROOM99

B D

7' - 3 1/2" 7' - 0" 7' - 8" 12' - 3 5/8" 1' - 0" 14' - 4 3/8"

99

8' -

5 1/4"

7' -

4 1/4"

7' -

3 5/

8"

2' -

0 1/4"

16' -

9 7

/8"

5' -

11 1/4"

5' -

0"2'

- 3

5/8"

F

C

F F

7' - 0" 5' - 7 5/8" 1' - 10" 5' - 8" 6' - 0" 1' - 6 3/8"

7' -

3 5/

8"9

1/8"

9' -

11 1/2"

4' -

6 7

/8"

16' -

9 1/

2"

UP

9 1/8"

1' -

6 1/2"

5' -

0"5'

- 11

1/4"

2' -

6 5/

8"14' -

3 1/

4"2'

- 0

1/4"

42" HIGH PONY WALLS WALL ASSEMBLY "D"

MDF CAP (PAINT)

42" HIGH PONY WALLWALL ASSEMBLY "B"MDF CAP (PAINT)

DNNEW CONC. RAMP1:12 SLOPE

INFILL WINDOW OPENING(FLUSH GWB AT INTERIOR)

97

1' -

0"

1' - 0"

94

1' -

0"

JANITOR87

A174

1

2

3

A178

5

6

7

36" HIGH HANDRAIL (1 1/2" STEEL PIPE)EACH SIDE OF RAMP(12" EXTENSION AT TOP AND BOTTOM)(RETURN ENDS OF HANDRAIL)



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A7ENLARGED BASEMENT FLOOR PLAN WEST

1/4" = 1'-0"1ENLARGED BASEMENT FLOOR PLAN WEST

DN

DN

GG HH II JJ LL

3

1

2

1

A16

1

A16

MM

0

VESTIBULE100

ENTRY101

STORAGE103

CONCESSION104

ASSEMBLY105

ELEVATOR

DN

E

D

D

B

B

B B

D

D

E

E

B

A B

AA

AA

A

LOBBY102

42" HIGH PONY WALL(MDF CAP) (PAINT)

8' -

0 1/4"

1' -

0"5'

- 0"

1' -

10"

105A

103

104A

104B

104C

2' -

4"

OPEN

ING

6' -

0"3'

- 8"

8' -

0"4' -

1"

(FINI

S H)

6' -

8 3/

4"2'

- 2

1/2"

5' -

4 1/8"

1' -

0 1/4"

GG

INFILL OPENING(FLUSH INTERIORFINISHES)

6' - 3" 1' - 0" 11' - 0" 2' - 5"DN

G

7' -

3 5/

8"

7' -

10"

3' -

6"

31' - 6 5/8"

39' -

4 5

/8"

8' -

0 1/4"

12' -

6 3

/8"

4' -

6"

4' -

0"

OPEN

ING

6' -

4"4' -

0"

DECK

100A

20' - 0" 31' - 6 5/8"

5' - 0" 5' - 0" 8' - 4" 4' - 6" 4' - 6" 2' - 8" 19' - 1" 5"

OPENING

11' - 6 1/2" 6 1/8"

7' - 4" 2' - 8" 8" 1' - 6 5/8"

(FINISH)

8' - 4" 8' - 7" 1' - 1"

100B

BASEBOARD

2' -

4"

OPEN

ING

6' -

0"3'

- 8"

STEEL LADDER

102

5' - 0" 5' - 0"

SF8

SF8

SF6SF6SF6 SF2

SF4

SF1

SF5

SF5

B

13R @ 7"12T @ 11"

6R @

5 15/

16"

5T @

12"

6R @

6"

5T @

11"

6R @

6"

5T @

11"

12' -

0"

SF10

6' - 0" 4' - 0" 18' - 0 5/8" 3' - 6"

SF10 SF10ABV. ABV.

E

PLY PLY

42" HIGH GUARD EACH SIDE OF STAIR AND DECK

36" HIGH HANDRAIL (1 1/2" STEEL PIPE) EACH SIDE OF STAIR(12" FLAT EXTENSION AT TOP AND 11" EXTENSION AT BOTTOM)(RETURN ENDS OF HANDRAIL) (PAINT)

36" HIGH HANDRAIL(1 1/2" STEEL PIPE)EACH SIDE OF STAIR(12" FLAT EXTENSION AT TOP AND 11" EXTENSION AT BOTTOM)(RETURN ENDS OF HANDRAIL)(PAINT)

5'-0"x5'-0"CONCRETE SLAB


E



5' - 0" 5' - 0"

5' -

0"6'

- 0"

20' -

0"

6' -

0"5'

- 0"

10' - 0"



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A8ENLARGED FIRST FLOOR PLAN EAST

1/4" = 1'-0"1ENLARGED FIRST FLOOR PLAN EAST

DN

DN

DN

UP

UP

AA GG

3

1

2

FFEEDDCCBB1

A14

1

A14

1

A15

1

A15

STAIR107

ASSEMBLY105

GREEN ROOM110

CORR109

105B

110A

110B

4' - 7" 7' - 11" 1' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0"

G G

A

EE

E

C

6' - 9 3/8" 9' - 0" 5' - 11"

G

7' -

3 5/

8"

21' - 8 3/8" 3 5/8" 8 3/8" 4' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0"

G

107

INFILL OPENING(FLUSH FINISHES)

DN

DN

4' -

0"

3' -

0"

SF8SF8SF8

SF8 SF8SF8

6R @ 6 9/16"5T @ 11"

10R @ 6 11/16"9T @ 11"

MOVEABLEPLATFORM

42" HIGH GUARD EACH SIDE OF STAIR AND LANDING(PAINT)

36" HIGH HANDRAIL (1 1/2" STEEL PIPE) EACH SIDE OF STAIR(12" FLAT EXTENSION AT TOP AND 11" EXTENSION AT BOTTOM)(RETURN ENDS OF HANDRAIL)(PAINT)


36" HIGH HANDRAIL (1 1/2" STEEL PIPE) EACH SIDE OF STAIR(12" FLAT EXTENSION AT TOP AND 11" EXTENSION AT BOTTOM)(RETURN ENDS OF HANDRAIL)(PAINT)

(BY OWNER)

STEEL STAIR PLATFORM



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A9ELARGED FIRST FLOOR PLAN WEST

1/4" = 1'-0"1ENLARGED FIRST FLOOR PLAN WEST

A13

A133A13

4

2


33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

MM

0

1

A14

1

A15

1

A15

A13

1

EXPOSED STRUCTURE

GWB CEILING

LEGEND

EXPOSED STRUCTURE

CEILING FINISH MATERIALS

WOOD CEILING



95% S

UBMITT

AL 4

-30-

19

DATE: 4.30.2019


JOB NO. 2K17037

A10BASEMENT REFLECTED CEILING PLAN

1/8" = 1'-0"1BASEMENT FLOOR REFLECTED CEILING PLAN

A13

A133A13

4

2


33

11

2.1

22

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

1

A16

MM

0

1

A14

1

A14

1

A15

1

A15

A13

1

2

A16

GWB CEILING

LEGEND

EXPOSED STRUCTURE

CEILING FINISH MATERIALS

WOOD CEILING



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JOB NO. 2K17037

A11FIRST FLOOR REFLECTED CEILING PLAN

1/8" = 1'-0"1FIRST FLOOR REFLECTED CEILING PLAN

DN

A13

A133A13

4

2


3

1

2.1

2

1.1

1.0

3.1

FFEEDDCCBBC D KK

1

A16

1

A16

MM

0

1

A14

1

A14

1

A15

1

A15

A13

1

2

A16

125.00°

105.00°

165.00

°

155.00°120.00°

NEW STRUCTURAL PLATFORM

PLANTERBOX

CURB FOR FUTURE STEEPLE



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JOB NO. 2K17037

A12ROOF PLAN

1/8" = 1'-0"1ROOF PLAN

FIN. FLOOR 1ST0"

LEVEL 1 - NAVE2' - 11 1/2"

3 1

2.1

2

1.1 1.03.1

0

T.O. PARAPET17' - 0"

WOOD SIDING SYSTEM

METALSIDINGSYSTEM

WOOD SIDING SYSTEM

STEEL COLUMN(PAINT)

DEMO EXISTING STEEPLE AND PROVIDE TO OWNERNEW STEEPLE (BY OWNER)

4'-0"x4'-0" CURB(BY CONTRACTOR)(SEE ROOF PLAN)

GABLE WINDOW (SEE 1,2/A16)

FIN. FLOOR 1ST0"

FIN. FLOOR 2ND12' - 0"

LEVEL 1 - NAVE2' - 11 1/2"

SECOND FLOOR9' - 4"

RESIDENCE ROOF18' - 0"

BASEMENT FLOOR-5' - 7"

LEVEL 1R5 1/2"

A B AA GG HH II JJ LLFFEEDDCCBBC D KK 1

A16

MM1

A14

1

A15


2' -

0"

SILL HT.

5' -

10"

5' -

10"

SILL HT.SILL HT.

REINSTALL METAL PANELS

SOLAR PANEL ARRAY(BY OWNER)

ASPHALT SHINGLES

WOOD SIDING SYSTEM

METAL SIDING SYSTEM METAL SIDING SYSTEM

EXISTING FINISH TO REMAIN(NO WORK)

WOOD SIDING SYSTEM

PREFINISHED METALFLASHING AT BASE(TYP.)

WRAP FRAMES(TYP.)

PLANTER BOX

SECOND FLOOR9' - 4"


LEVEL 1R5 1/2"

31

2.1

2

1.11.0 3.1

0


WOOD SIDING SYSTEMWOOD SIDING SYSTEM

MECHANICAL UNITS(SEE MECHANICAL)

NEW PLATFORM

STEEL COLUMN(PAINT)

FIN. FLOOR 1ST0"

LEVEL 1 - NAVE2' - 11 1/2"

SECOND FLOOR9' - 4"



LEVEL 1R5 1/2"

ABAAGGHHIIJJLL FF EE DD CC BB CDKK

1

A16

MM

1

A14

1

A15


SIGNAGE(BY OWNER)

ASPHALT SHINGLES

WOOD SIDINGSYSTEM

METAL SIDING SYSTEM

WOOD SIDING SYSTEM

METAL SIDING SYSTEM


METAL SIDINGSYSTEM

METAL SIDINGSYSTEM

PREFINISHED METALFLASHING AT BASE(TYP.)

WRAP FRAMES(TYP.)



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JOB NO. 2K17037

A13EXTERIOR ELEVATIONS

SCALE: 1/8" = 1'-0"3East Elevation

SCALE: 1/8" = 1'-0"4South Elevation

SCALE: 1/8" = 1'-0"2West Elevation

1/8" = 1'-0"1North Elevation

FIN. FLOOR 1ST0"

LEVEL 1 - NAVE2' - 11 1/2"


3 12.1 2 1.1 1.03.1 0

STAIR107


FLEX SPACE96

COORIDOR95

ASSEMBLY105

2

3

1

JANITOR87

A142

3

FIN. FLOOR 1ST0"


1 0


3

1

11' -

5 1/

2"

A143

A144

STAIR107

EC

WRAP MEMBRANE ROOFING UNDER DRIP

FIN. FLOOR 1ST0"

2 82 8

E

20 GA. PREFINISHED METAL BASE FLASHING(12" MIN. BELOW GRADE)

HAT CHANNELOVER VAPROSHIM SA SELF-ADHERED

WATER-RESISTIVE AIR BARRIER(LAP OVER BASE FLASHING)

5% SLOPE

WATERPROOFING(EXTEND ABOVE BASE FLASHING)



2 82 8

E

4"

HAT CHANNELOVER VAPROSHIM SA SELF-ADHERED

CONTINUOUS CLEAT

PARAPET CAP(HEM DRIPS)

SLOPE

CEDAR CANT

MEMBRANE ROOFING(WRAP OVER PARAPET)

4"

WATER-RESISTIVE AIR BARRIER



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JOB NO. 2K17037

A14BUILDING SECTION

1/4" = 1'-0"1SECTION A-A

1/2" = 1'-0"2WALL SECTION 1

1 1/2" = 1'-0"3TOP OF FOUNDATION WALL DETAIL

1 1/2" = 1'-0"4PARAPET CAP DETAIL

FIN. FLOOR 1ST0"

LEVEL 1 - NAVE2' - 11 1/2"


3 12.1 2 1.1 1.03.1 0


ASSEMBLY105

WOMENS94

COORIDOR95

A1521 1/2" DIA. STEEL PIPE

(SEE REFLECTED CEILING PLAN)

LEVEL 1 - NAVE2' - 11 1/2"


1

G

A156

A155

A154

A153

20 GA. PREFINISHED METAL BASE FLASHING(12" MIN. BELOW GRADE)

WATERPROOFING


2



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JOB NO. 2K17037

A15BUILDING SECTION

1/4" = 1'-0"1SECTION B-B

1/2" = 1'-0"2WALL SECTION 2

1 1/2" = 1'-0"3FOUNDATION INSULATION DETAIL

1 1/2" = 1'-0"4WINDOW SILL DETAIL

1 1/2" = 1'-0"5WINDOW HEAD DETAIL

1 1/2" = 1'-0"6EAVE DETAIL

FIN. FLOOR 1ST0"

LEVEL 1 - NAVE2' - 11 1/2"

LEVEL B2-7' - 7"

3 12 0

STOR.89

SMALLCLASSROOM

91SPRINKLER

88

ENTRY101


LOBBY102

11' -

0"

4

2

22

2

A16

JJ



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JOB NO. 2K17037

A16BUILDING SECTION

1/4" = 1'-0"1SECTION C-C

3/4" = 1'-0"2WALL SECTION

T-1 P-1

B-1 B-2

FINISHED END PANEL

SS-1

T-1 P-1P-1

PLAM-1

SS-1

LA

B-1B-2 B-2

BRACKET(SEE DETAIL 11/A17)

J

HH H

T-1P-1

B-1B-2

SS-1

FINISHED END PANEL

MAX.

1' -

5"

T-1 P-1

B-1 B-2

T-1P-1

B-1B-2

SS-1

FINISHED END PANEL

T-1

B-1

P-1

B-2

K

T-1 P-1

B-1 B-2

SS-1

FINISHED END PANEL

AL

SS-1

PLAM-1

T-1 P-1P-1

B-1B-2 B-2

BRACKET(SEE DETAIL 11/A17)

J

H H H

BACK WALL

INSTALL ALL ACCESSORIES PER MFGS. REQUIREMENTS FOR ADA

SIDE WALL

17"-19"

15" MIN.

1 1/2

" MIN.

42" MIN.12" MAX.

39"-41"

54" MIN.

18" MIN.

39"-41"

33"-36

"

7"-9" C.L.

24" MIN. 12" MIN.

36" MIN.

C.L.

16"-18"

33"-36

"

MIRROR

34" MA

X.

40" MA

X.

27" MIN.

9" M

IN.

PIPE PROTECTION(TYP.)

TOE CLEARANCE6" MAX.

KNEE CLEARANCE8" MIN.

BOTTOM OF REFLECTIVE SURFACE

TOP OF SINK RIM

MARK QTY DESCRIPTION MODEL FINISH NOTES

2 BRADLEY RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE

238 SATIN STAINLESS STEEL

2 BRADLEY 18" GRAB BAR 1 1/4" DIAMETER 832-18 SATIN STAINLESS STEEL

6 BRADLEY SURFACE MOUNTED TOILET PAPER DISPENSER 5402 SATIN STAINLESS STEEL

-

4

BRADLEY COAT HOOK 9134 SATIN STAINLESS STEEL

6

DYSON HAND DRYER AIRBLADE V NICKEL

6

MIRROR CONTRACTOR 96" x 44" -

-

2

2

BRADLEY SOAP DISPENSER - SENSORED AC ADAPTOR

ACCESSORY SCHEDULE

A

B

F

G

H

J

L

E

SAFETY GRIP FINISH

-

-

-

-6315

BRADLEY SURFACE MOUNTED NAPKIN DISPOSAL 4722-15 SATIN STAINLESS STEEL

-


C SAFETY GRIP FINISH


D SAFETY GRIP FINISH

BRADLEY CHANNEL-FRAME MIRROR 781-2460 (24" x 60") -1K -

-

1 1/2" SQ TS BRACKET

BOLTED TO FRAMING

2' - 0"

3/4" PLYWOOD

8"

1' - 7"

SOLID SURFACE

PLAM PANEL(REMOVABLE WITH PANEL HANGER Z CLIPS)

2' -

10"

2' -

3"



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JOB NO. 2K17037

A17INTERIOR ELEVATIONS

1/2" = 1'-0"1INTERIOR ELEVATION - MENS 93 - NORTH

1/2" = 1'-0"2INTERIOR ELEVATION - MENS 93 - EAST

1/2" = 1'-0"3INTERIOR ELEVATION - MENS 93 - SOUTH

1/2" = 1'-0"4INTERIOR ELEVATION - MENS 93 - WEST

1/2" = 1'-0"5INTERIOR ELEVATION - WOMENS 94 - NORTH

1/2" = 1'-0"6INTERIOR ELEVATION - WOMENS 94 - EAST

1/2" = 1'-0"7INTERIOR ELEVATION - WOMENS 94 - SOUTH

1/2" = 1'-0"8INTERIOR ELEVATION - WOMENS 94 - WEST

1/2" = 1'-0"9TYP. ACCESSIBLE WATER CLOSET

1/2" = 1'-0"10TYP. ACCESSIBLE LAVATORY

3/4" = 1'-0"11COUNTERTOP DETAIL

CHURCH OF LOVE - Cook Inlet Housing Authority€¦ · section 711 horizontal assemblies • floor...

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Transcript of CHURCH OF LOVE - Cook Inlet Housing Authority€¦ · section 711 horizontal assemblies • floor...