Benyamin Madani - Resume Folio - V.2017

ELEGANT COMMERCIAL PIANO

BY ROMAN CANO

BENYAMIN MADANI ASSOC. AIA

INTERACTIVE RESUMEFOLIO

V.'17 DOCUMENT NOTE: THIS INTERACTIVE RESUME-FOLIO REQUIRES INTERNET CONNECTIVITY AS MULTIMEDIAS & HYPERLINKS ATTEMPT TO LOAD/OPEN EXTERNAL CONTENTS. THIS INTERACTIVE RESUME-FOLIO IS TO COMPLEMENT MY CV TO DATE AS MY CURRENT CAREER OBJECTIVE, AND IS NOT TO DUPLICATE PUBLICLY SHARED WORK SAMPLES ON MY SOCIAL MEDIA AND FROM PREVIOUS PORTFOLIOS. I KINDLY INVITE YOU TO VISIT MY SOCIAL MEDIA LINKS BELOW.

TOTAL OCCUPANTS EGRESS WIDTH OER OCC. REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH MIN. CLEAR EXIT WIDTH 32"

TRAVEL DIST.

A-2A A-2B A-2C A-2D A-2E A-2F

236' - 1" 242' - 4" 232' - 8" 220' - 6" 181' - 5" 144' - 10"

1754 SF

67 + 34 + 59 = 160 0.15 160 x 0.15 = 24" 36"

15

BLD. 'A' LEVEL '2' OCC. SCHEDULE CLUB ROOM AREA Name

Area

BLDG A - 2ND FL CLUB ROOM

Occ. Load Factor

1754 SF

Occ. Load

15

118

EXIT OCC. CALC. CLUB ROOM 118 OCC / 1 EXITS = 118 OCC/EXIT EGRESS OPENING WIDTH CALCULATION @ CLUB ROOM TOTAL OCCUPANTS EGRESS WIDTH OER OCC. REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH MIN. CLEAR EXIT WIDTH 32"

No. A212

No. A208

No. A214

No. A210

No. A206

No. A204

GAME ROOM

No. A202

2197 SF

BLD. 'A' LEVEL '2' OCC. SCHEDULE GAME ROOM AREA Name

59 EXIT

No. A203

No. A207

2197 SF

Occ. Load

15

147

EXIT OCC. CALC. GAME ROOM

UC REF

No. A201

No. A205

EXIT 59

No. A219

EGRESS OPENING WIDTH CALCULATION @ GAME ROOM

J EXIT 191

No. A220

TOTAL OCCUPANTS EGRESS WIDTH OER OCC. REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH MIN. CLEAR EXIT WIDTH 32"

324 EXIT I

285 EXIT A

T

No. A221

Occ. Load Factor

147 OCC / 2 EXITS = 73.5 (74) OCC/EXIT

UC REF

No. A209

No. A211

WINE

No. A218

Area

BLDG A - 2ND FL GAME ROOM

WD (X2)

UC REF

160 EXIT H

EXIT 34

UP DN

15

160 EXIT G

118 0.15 (118 x 0.15 = 17.7") 18" 72"

UC IM

No. A216

74 0.15 (74 x 0.15 = 11.1") 12" 36"

PATIO 3353 SF

15

WINE

UC REF

74 EXIT

No. A222

UC REF

WINE

LOUNGE

UC REF

B EXIT 220

D EXIT 160

No. A225

WINE

No. A223

No. A224

643 SF

EXIT 74 WINE

3989 SF

4631 SF 13 EXIT

No. A232

BLD. 'A' LEVEL '2' OCC. SCHEDULE POOL AREA

3951 SF

50

HOT TUB

No. A266

EXIT 160

407 SF

50

SEATING B 309 SF

15

160 EXIT

No. A263

Name

15

T

C EXIT 357

No. A238

15

POOL

No. A268 EXIT 160

No. A267

15

SEATING A 256 SF

No. A235

DESIGN

Area

Occ. Load Factor

BLDG A - 2ND FL HOT TUB 407 SF 50 LOUNGE 643 SF 15 PATIO 3353 SF 15 PEDESTRIAN 4631 SF 15 POOL 3951 SF 50 POOL DECK 3989 SF 15 SEATING A 256 SF 15 SEATING B 309 SF 15 TURF AREA 1168 SF 15 TOTAL OCC. AT BLD. 'A' LEVEL '2' PODIUM AREA:

No. A264

Occ. Load

9 44 225 310 80 267 18 22 79 1053

EXIT OCC. CALC. PODIUM

No. A239

1053 OCC / 4 EXITS = 263.25 (264) OCC/EXIT

is an endless motivational drive in all aspects of life regardless of one being conscious of or not, yet it is relative, and driven by functionality and needs.

is manifestation of the designer, the Architect, an attribution to the Creator, hence the capital ‘A’, Whom is pure from desires, hence the created universe is purely base on functionality and needs, and the less intellect created beings design purely on functionality and needs and for that a Hive has always been driven from a hexagon while the more intelligent created beings having ability to desire and lust would bring such elements into functionality while having the power of inventing necessities relative to their era, location, and culture and I’m simply humbled to travel the Earth and ponder on designs’ drives for implementation on a personal level.

No. A241

No. A245

No. A253

No. A262

No. A255

UP

No. A244

No. A246

No. A248

No. A250

No. A252

No. A254

No. A256

No. A258

No. A260

BLD. 'A' LEVEL '2' OCC. SCHEDULE AREA 'A'

Name

00

No. A242

A270

No. A240

No. A257

No. A254

No. A249

No. A247

41 EXIT

E EXIT 160

00

No. A236

1168 SF

No. A229

160 EXIT

15

74 + 13 + 73 = 160 0.15 160 x 0.15 = 24" 36"

TURF AREA

No. A270

No. A269

No. A231

No. A234

TOTAL OCCUPANTS EGRESS WIDTH OER OCC. REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH MIN. CLEAR EXIT WIDTH 32"

PEDESTRIAN

No. A227

No. A233

EGRESS OPENING WIDTH CALCULATION AT EXIT 'D'

15

POOL DECK UP

A269

7

PATH

CLUB ROOM

EGRESS OPENING WIDTH CALCULATION AT EXIT 'G'

UC REF

6

TRAVEL DIST. BLDG 3 LEVEL 2

BLDG A - 2ND FL UNITS A266 - A270

Area

2350 SF

Occ. Load Factor

200

Occ. Load

13

4 AD-31

18

11 AD-31

12 AD-31

3 / A9.1d

CEMENT PANEL

22

WATERPROOFING MEMBRANE

TOP PLATE

BLDGA-ALT TYPE A-ALT STAIR - LEVEL 2 2 BLDG TYPE STAIR 2 - 2LEVEL 6

5 AD-31

3

R-11 BATT INSULATION 4x10 BEAM

10

INTERIOR 1-1

2-HOUR RATED FIRE WALL

1 _______ A9.1d

1-1/2 HOUR STEEL DOUBLE EGRESS JAMB

1 AD-31

2

TOS

12"

4'-9"

2 AD-12

'C' CHANNEL 8x

2" MIN .

TOS

EXPANSION JOINT

14"

SRJ MITER

SRJ FEW END

1-1

LINE OF SLAB EDGE

EXP JOINT COVER CORNER MITER

12"

36" WIDE POLYETHYLENE VAPOR BARRIER (12V145000)

14" OFX-14F 2HR FIRE BARRIER (12M204031) UL #FFD-3011

4 AD-51.3

TOS

AD-22 2

TYP.

CEMENT PANEL AD-12

1" Ø RUNGS WELDED TO STRINGER

UNIT

METAL DRIP FLASHING

27" MAX

3" = 1'-0"

1 1/

14 25 GA. GALV. STL. TRACK

SHEAR PANEL WHERE OCCUR

5

PANTOGRAPH LOAD SUPPORT LINKAGE STAINLESS STEEL MEMBERS, FASTENERS, AND ALUMINUM ATTACHMENT ANGLES 5'-0" O.C. (12F006007)

MTL. FLASHING

STOREFRONT SILL 8 AD-31

11"

14"

9 CAULKING AD-31

SC-1400

BUTYL TAPE (12M006002)

1 WATERPROOFING MEMBRANE 2

4x10 BEAM

BLDG

AT CONC./CMU

4 AD-31

4

EXP JOINT AT

?

14

11 AD-31

7

14"

14" OFX-14W 2HR FIRE BARRIER (12M215031) AT RATED WALL UL # WW-D-3015(G.W.B.) UL # WWD-3016(C.M.U.)

TYP.

AD-22

ELECT. ROOM

3 1/2"

8

LAYER OF 1/2" GYP. BOARD CO UNDERSIDE OF FLOOR SHEAT

2

CONTINUOUS EXTRUDED ALUMINUM FRAME (12A110010) SCALE 1/4" = 1'-0"

CAULKING

TYP.

32

EXPANSION JOINT 14" OFX-14F 2HR FIRE BARRIER (12M205031) UL #FF-D-3011

26 GA. MTL FLASHING TO WRAP SLOPE CORNER. PRIME AND PAINT TO MATCH SIDING PER PLAN 26"

PARAPET EXPANSION JOINT END

TYP. 32SPACER

GALVANIZED STL FLANGE SHOP ATTACHED TO BARRIER SRJ-1400MOD w/ FB

MECH. SHAFT

10

1/4"x1" S/S LAG SCREW (90H196002) W/ SEALING WASHER (90H025003) 18" O.C. (FIN: S/S)

MOUNTING BRACKETS & FASTENERS PER LADDER MFR.

10

3" = 1'-0"

CONTINUOUS EXTRUDED ALUMINUM FRAME (12A102008)

80"

18 R @ 6.76"

NOTE: VAPOR BARRIER OF ROOF COVER TO BE DRAPED INTO THE SECONDARY SEAL OF THE WALL COVER AT ROOF LEVEL OR SLIGHTLY BELOW TO DIVERT WATER DOWN THE VERTICAL.

SC WALL COVER

1/4"x2" S/S LAG SCREW (90H197002)18" O.C. (FIN: S/S)

PROVIDE MIN. 18" WIDE STRIP OF SELFADHERED, SELF-HEALING MEMBRANE FLASHING CENTERED BEHIND STEEL CHANNEL AT BUILDING CONNECTION 15 AD-31 SELF ADHERED MEMBRANE FLASHING OVER T.O. MTL. FLASHING

IN. "M

4'-0"

G

5'-11"

BLDGA-ALT TYPE A-ALT STAIR 2 SECTION BLDG TYPE STAIR 2 SECTION

STEEL SQUARE TUBE 2 1/2" x 2 1/2"

TOP OF WALKABLE SURFACE

3"

5'-0 7/8" ±

9 R @ 6.76"

14"

60°

10'-1 5/8" ±

6

'L' ANGLE 2" x 2" 1

.090 FORMED ALUMINUM COVER PLATE (80S016001)

1 1 8" DEEP STEEL CHANNEL FRAME, 2GRIND ALL WELDS SMOOTH,AD-31 PAINT

26 GA. MTL FLASHING TO WRAP CORNER. PRIME AND PAINT TO MATCH AWNING 6 13'-0"

1/4" ALUMINUM DIAMOND PLATE WALKING SURFACE (80S176002); OCCURS AT PARAPET LADDERS; SEE ROOF PLAN.

2 7/8"

SPACER

4

TYP.

CONTINUOUS MOISTURE SEAL (12V051108)

8" DEEP STEEL CHANNEL FRAME ATTACH TO BLDG. PER STRUCTURAL. PRE-DRILL 6 10 HOLES & FILL W/ BUTYL SEALANT PRIOR TO BOLT INSTALLATION

3'-8"

48" WIDE POLYETHYLENE VAPOR BARRIER (12V135000)

15'-7"

4 AD-51.3

27"

RE: SECTIONS

UNIT

FORMED ALUMINUM ROOF END CAP AT TRANSITION TO WALL COVER

5 1/2"

3

6" FORMED ALUMINUM SPLICE COVER

SRJ ROOF COVER

42"

4'-0"

9 R @ 6.76"

5'-0 7/8" ±

2'-6"

20

5 AD-31

5"

FIREWALL AT EXT.WALL POS #1

14" OFX-14W 2HR FIRE BARRIER (12M216031) UL # WW-D-3015(G.W.B.) UL # WW-D-3016(C.M.U.)

2 MIL S/S FOIL x 28" WIDE (12M018010)

TYP.

1/2" x 1" ALUMINUM STIFFENER BARS (80A194000)

SILL PLATE

9

1 1/2" = 1'-0"

17 TREADS @ 0' - 11"

FACTORY FABRICATED 90° CORNER MITER

5/16-18x3 1/2" CAP SCREW (90H604002) W/ SEALING WASHER (90H077003) AND PVC SPACER (12F112000) 18" O.C. (FIN: S/S)

4"

FIREWALL AT EXT.WALL POS #2

10'-0"

SRJ ROOF COVER

23 1/8" SPRING STEEL TURN BAR 18" O.C. (12F008017)

12"

10

1 1/2" = 1'-0"

5'-3"

FF

4'-6"

TPL

1-1

4

FIRE RETARDANT TREA

SLOPE PER PLAN

2" Ø TUBULAR STRINGER/GUARDRAIL; OCCURS AT FIERFIGHTER CROSS OVER PLATFORM; SEE ROOF PLAN.

21

26 GA. MTL FLASHING TO WRAP CORNER. PRIME AND PAINT TO MATCH AWNING

EXTERIOR WALL W/ CE PLASTER FINISH

1

EXTERIOR WALL W/ CEMENT PLASTER FINISH

1-1/2-HR RATED DOOR JAMB

11

EXTERIOR

STRUCTURAL SHEATHI OCCURS

9"

CAULKING

5

12 AD-31

22

FIRE RETARDANT TREATED PLYWOOD

80" 26"

9

EXTERIOR

10

STRUCTURAL SHEATHING AS OCCURS

27" MAX

10'-1 5/8" ±

18 R @ 6.76"

13'-0"

SHIM

INTERIOR

STOREFRONT HEAD

15 AD-31

STOREFRONT SILL

TO 30°

UP

5/8" TYPE 'X' GYP 25 GA. GALV. STL

12 AD-31 GALVANIZED STLSQUARE FLANGE SHOP TUBE ATTACHED TO 8x4 STEEL BARRIER 3'-8"AT RATED WALL

CEMENT PANEL

DOOR IN OPEN P BEYOND

CONTINUOUS EXTRUDED ALUMINUM FRAME (12A270000) #8x3" TEK SCREW 18" O.C. (90H623002) (FIN: PLATED)

STOREFRONT HEAD 2'-0" 1'-0"

7'-0"

2'-0" 1'-0"

13'-0"

FIRE WALL -EXPANSIONFFJOINT AT ELECTRICAL ROOM

1-1/2 HOUR RATE FRAME W/ INTEG PANIC HARDWAR POSITION, INSTA 17 1/2" MANUFACTURER 19 1/8" INSTRUCTIONS

LAFC-1400 W/ FB LAFC-1400

1-1/2-HR RATED DOOR HEAD 8

IS A PRICELESS-ENDLESS EVALUATION OF THEORY AGAINST PRACTICALITY AND IS THE QUALITY ASSURANCE OF THE INDIVIDUAL; AND I have 15 years of international

in Architectural and construction fields, from ROUGH/FINISH14CARPENTRY TO design-build in North America to managing design interface in Middle East and far East Asia, and AM in pursuant of architectural licensure. IN NORTH-AMERICA I HAVE EXPERIENCE IN PRODUCTION ON IA, IIB, IIA, AND VA TYPE CONSTRUCTIONS, AND HAVE WORKED ON HIGH-DENSITY WRAP, PODIUM, TUCKED, MULTI-FAMILY, AND AFFORDABLE MIX-USE PROJECTS, AS WELL AS ON EDUCATIONAL, PUBLIC, AND RETAIL PROJECTS. IN MIDDLE-EAST AND FAR-EAST ASIA I HAVE BLDG TYPE A-ALT STAIR 2 SECTION BLDGA-ALT TYPE A-ALT STAIR - LEVEL 1 1 BLDG TYPE A-ALT STAIR 2 SECTION BLDG TYPE STAIR 2 - 2LEVEL 2 EXPERIENCE IN MASTER-PLANNING AND DESIGNING OF LEISURE, HOSPITALITY, COMMERCIAL, AND INDUSTRIAL PROJECTS. 12"

12"

FACTORY PRIME ALL METAL COMPONENTS

11

1" = 1'-0"

1 1/

HOOK AND LOOP ATTACHMENT

PANEL ASSEMBLY (FLAFC14COV)

2

A5-64

AD-51.3

REGLET AND FLASHING AS REQUIRED (NOT BY C/S)

.090 FORMED ALUMINUM COVER PLATE (80S016001)

26 3/8" SPRING STEEL TURN BAR 18"o.c. (12F009017)

TYP.

11

5/16-18x3 1/2" CAP SCREW (90H604002) W/ SEALING WASHER (90H077003) AND PVC SPACER (12F112000) 18" O.C. (FIN: S/S)

24"

SEALANT (NOT BY C/S)

18"

1/4"x1 3/4" S/S WEDGE BOLT + 18" O.C. (90H169004) (FIN: S/S) ICC-ES#-ESR-1678 (MASONRY) ICC-ES#-ESR-2526 (CONCRETE)

4"

CONTINUOUS MOISTURE SEAL (12V051108)

1/4"x1" S/S LAG SCREW (90H196002) W/ SEALING WASHER (90H025003) 18" O.C. (FIN: S/S)

AIR GAP

EQUAL

PER DRAWING

TO JAMB ON OPPOSITE WALL

SCALE 1/4" = 1'-0"

60°

CONTINUOUS EXTRUDED ALUMINUM FRAME (12A102008)

AD-51.3 EX

1 1/2" = 1'-0"

13 7/8" SPRING STEEL TURN BAR 18" O.C. (12F028017)

2

2 7/8" 12"

MAIN ENTRANCE AWNING DTL. 1 1/2" = 1'-0"

PARKING STRUCTURE (BY C.P.C.)

WOOD STRUCTURE

1

2

L VE BE

GALVANIZED STL FLANGE SHOP ATTACHED TO BARRIER

14" OFX-14F 2HR FIRE BARRIER (12M204031) UL #FF-D-3011

1 1/2"

WOOD TO WOOD EXP. JOINT @ PARAPET

1/4" MAX. BEVELED

CAULKING

0' - 0 3/4"

SHIM

5

3" MIN.

EXPERIENCE 12 AD-31

TO 30°

NING DTL.

4

FIRE WALL TO TERMINA SURFACE OF NONCOM EXTERIOR SHEATHING

INTERIOR

1-1/2 HOUR METAL DOOR

18

6x4 STEEL SQUARE TUBE 12" BLW GAR CLG WATERPROOFING MEMBRANE

FULL HEIGHT SEMICEMENT PANEL SOFFIT CONCEALED HINGE

6

EXTERIOR

3/4" AIR SPACE

INTERIOR SOFFIT CAULKING

6" MIN.

5'-0 7/8" ±

1

(2) LAYERS OF 1" SHAF

WATERPROOFING MEMBRANE

2x6

25 GA. GALV. STL. TRACK

9 R @ 6.76"

STOREFRONT HEAD

23

3

FIRE WALL TO TERMINATE AT INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING

DRIP MTL. FLASHING

2'-6"

CAULKING

4

SCALE 1/4" = 1'-0"

2"

1/4" / 12"

SHIM

4"

2x6

3/4" AIR SPACE

3 1/2" H-STUDS VERTICAL INS C -RUNNERS HORIZON

4'-4"

2"

STAIR AA2

20

9 R @ 6.76"

SCALE 1/4" = 1'-0"

3 1/2"

2x4 FRAMING TOS

(2) LAYERS OF 1" SHAFT LINER

29'-2"

5'-0 7/8" ±

BLDGA-ALT TYPE A-ALT STAIR - LEVEL 3 3 BLDG TYPE STAIR 2 - 2LEVEL

STEEL PLATE

12"

PLYWOOD SHEATHING

H-STUDS VERTICAL INSERTED INTO C -RUNNERS HORIZONTAL SHEAR PANEL WHERE OCCUR

4'-0"

26 GA. MTL FLASHING TO WRAP CORNER. PRIME AND PAINT TO MATCH SIDING

6

METAL STUD

4

PROVIDE CANOPY MOUNTING SUPPORT ROD PER STRUCTURAL

INTERIOR

5/8" GYP. 3 _______ A9.1d

A5-64 2x6

CEMENT PANEL SIDING

A5-64

1-1

2

21

8"

2

9

6

TPL

1'-11"

PROVIDE MIN. 18" WIDE STRIP OF SELF-ADHERED MEMBRANE FLASHING CENTERED BEHIND STEEL CONNECTION AT BUILDING, LAP W.R.B. TOP OVER MEMBRANE

18" MIN. AT FRONT APPROACH, PULL SIDE INTO WOOD

20

5'-3"

12" MIN. AT FRONT APPROACH, PUSH SIDE INTO PARKING

RE:

A5-64

2'-6"

STEEL KNIFE PLATE CONNECTED TO STUD PACK, PAINT, RE: STRUCTURAL

2

14

1/4" / 12"

1'-11"

___ 1d

23

1'-11"

CONT. BACKER ROD & SEALANT AROUND PLATE PENETRATION.

9 AD-31

1'-11"

8

3'-8"

17 TREA

3

3'-8"

3'-8"

1'-

1 AD-31

DETAIL ORIENTED

NOT ONLY REQUIRES IN-DEPTH KNOWLEDGE OF THE FIELD, WHICH IS RELATIVE AT ANY GIVEN TIME, BUT ALSO REQUIRES IN-DEPTH KNOWLEDGE AND SKILL OF THE TOOLS AND RESOURCES AVAILABLE AT THE TIME. WITH THE FAST PASTE OF DESIGN TECHNOLOGY, ONE NEEDS TO BE PROACTIVE IN BOTH AREAS TO EXCEL. AN EFFICIENT AND PROFITABLE PRODUCTION REQUIRES UNDERSTANDING OF THE INPUT THAT ARE PROJECT, BUDGET, SCHEDULE, DESIGN INTENT, AND THE APPLICABLE ORDINANCES, ALONGSIDE HAVING THE SKILLS OF THE MEDIUMS THAT ARE A DOZEN SOFTWARES IN ORDER TO PRODUCE CONSTRUCTIBLE SUBMITTAL.

PROJECT DATA CODE ANALYSIS DATA CODE ANALYSIS DATA

UNIT MIX

1. USE AND OCCUPANCY CLASIFICATION (CBC CHAPTER 3) R2

S2

B

A-3

A-4

APARTMENT

PARKING GARAGE

LEASING OFFICE

AMENITIES, FITNESS, TERRACES

SWIMMING POOL

OCCUPANCY CLASSIFICATION (CBC 302)

EXITING REQUIREMENTS (CBC CH 10)

SEE SHEETS A0-21 TO A0-28

AUTOMATIC SPRINKLER SYSTEM

NFPA-13 THROUGHOUT

Architecture + Planning

2. BUILDING HEIGHT AND AREAS (CBC CHAPTER 5) TYPE OF CONSTRUCTION

OCCURS IN TYPE IA & IIIA

ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (CBC 504.3)

OCCURS IN TYPE IA

UL in Type IA; 85' in Type IIIA

UL

PROPOSED NUMBER OF STORIES ABOVE GRADE PLANE

SEPARATION OF OCCUPANCIES (CBC TABLE 508.4)

UL

UL

UL

4 STORY

2 STORIES in Type IA; 5 STORIES in Type IIIA

3 STORY

1 STORY

1 STORY

1 STORIES

R-2 to S-2: 1-HR R-2 to B: 1-HR R-2 to A: 1-HR

S-2 to R-2: 1-HR S-2 to B: 1-HR S-2 to A: NONE

TYPE IA

3

TYPE IIIA

A to R-2: A to S-2: A to B:

1-HR NONE 1-HR

BEARING WALLS-INTERIOR

3

1

X ≥ 30' = NO FIRE RESISTANCE RATING REQ'D

NONBEARING WALLS AND PARTITIONS -INTERIOR

0

0

FLOOR AND ASSOCIATE SECONDARY MEMBERS

2

1

1-1/2

1

4. FIRE AND SMOKE PROTECTION FEATURES (CBC CHAPTER 7 ) FIRE WALLS (CBC Sec 706)

3-HR

FIRE BARRIERS (CBC Sec 707)

2-HR

SHAFTS (CBC SEC 713)

2-HR

STAIR ENCLOSURES (CBC SEC 1023.2)

2-HR

EXIT PASSAGEWAY (CBC SEC 1024.3)

2-HR 1-HR SEE SHEET …..

GSF

NRSF*

1

2

1

596

532

1 1 1 1 1 1 1 1 1

1 1.5 1 1 1 1.5 1 1 1

726 759 740 673 937 997 786 741 1,000

639 700 656 593 864 868 725 673 932

2

2

9 1 6 1

1 6 1

2 2 2 2 2

2 2 2 2 2

1,046 1,087 1,073 997 1,016

956 1,012 1,007 924 946

1

1

2 6

2 6

3 3

2 2

1,331 1,351

1,248 1,269

Total Level SF Total Unit Count per Level

1

1

442 812

SUNROAD ENTERPRISES 4445 E. GATE MALL #400 SAN DIEGO, CA 92122 858-362-8500 PHONE NO. 858-362-8448 FAX NO.

Levels 4

3

0

Developer

5

6

Total Count

7

6

7

9

9

9

17 1 11 2 1

18 1 11 2 1

18 1 11 2 1

18 1 11 2 1

18 1 11 2

22 8 2

22 8 2

22 8 3

22 8 4

22 8 4

1

1

1

1

1

1 2

1 2

2 2

3 2

3 2

40 40 93 5 55 10 4 9 2 12 2 192 112 40 19 12 5 188 10 12 22

%

studio

1-bed

Unit Type % 2-bed 3-bed

100.0% 9.0%

48.4% 2.6% 28.6% 5.2% 2.1% 4.7% 1.0% 6.3% 1.0%

43.4%

59.6% 21.3% 10.1% 6.4% 2.7%

42.5% 45.5% 54.5% 5.0%

100.0%

gross sf

net sf

23,841 23,841 67,533 3,793 40,689 6,726 3,749 8,969 1,572 8,893 2,000 143,925 117,182 43,476 20,382 11,969 5,080 198,088 13,307 16,216 29,522 395,376

21,270 21,270 59,441 3,498 36,054 5,934 3,456 7,810 1,450 8,081 1,865 127,590 107,022 40,487 19,124 11,082 4,728 182,443 12,483 15,227 27,710 359,013

Total Units Average Unit NET SF

COMMON SPACES

COMMON SPACES Name

1

ALLOWABLE OPENINGS IN EXTERIOR WALLS (Table 705.8)

1-HR 1-HR 1-HR

LEVEL 1 LEASING OFFICE MAIL ROOM

3

FIRE PARTITIONS (CBC SEC 708)

B to R-2: B to S-2: B to A:

KTGY Project No:

1

COLUMNS REQUIRE FIRE-RESISTANCE RATED PROTECTION ON ALL SIDES FOR THE FULL COLUMN LENGTH, INCLUDING CONNECTIONS

ROOF AND ASSOCIATE SECONDARY MEMBERS

85'

UL in Type IA; 65' in Type IIIA

UL in Type IA; 5 STORIES in Type IIIA

PRIMARY STRUCTURAL FRAME (CBC TABLE 601 and SEC 704) A. COLUMNS REQUIRE FIRE-RESISTANCE RATED PROTECTION ON ALL SIDES FOR THE FULL COLUMN LENGTH, INCLUDING CONNECTIONS B. PRIMARY STRUCTURAL FRAME MEMBERS OTHER THAN COLUMNS THAT SUPPORT MORE THAN TWO FLOORS OR ONE FLOOR AND ROOF OR SUPPORT A LOAD-BEARING WALL OR A NONLOAD-BEARING WALL MORE THAN TWO STORIES, SHALL HAVE FIRE-RESISTANCE RATED PROTECTION ON ALL SIDES FOR THE FULL LENGHT INCLUDING CONNECTIONS C. LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE EXTERIOR WALLS OR OUTSIDETHE BUILDING SHALL BE PROVIDED WITH THE HIGHEST FIRE-RESISTANCE RATED PROTECTION BASED ON BUILDING ELEMENT, RATING FOR EXTERIOR BEARING WALLS OR EXTERIOR WALL PROTECTION BASED ON FIRE SEPARATION DISTANCE

NONBEARING WALLS AND PARTITIONS -EXTERIOR (CBC TABLE 602)

OCCURS IN TYPE IA & IIIA

UL in Type IA; Above Podium allowed as long as occupant load is less than 300 per CBC Sec 510.2 item #4

3. TYPE OF CONSTRUCTION AND FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (CBC CHAPTER 6) TYPE OF CONSTRUCTION

OCCURS IN TYPE IIIA

SEE BUILDING HEIGHT ANALYSIS ON SHEET……

PROPOSED BUILDING HEIGHT ABOVE GRADE PLANE

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (CBC 504.4)

OCCURS IN TYPE IA

SEE ALLOWABLE BUILDING AREA TABULATION BELOW…………

ALLOWABLE BUILDING AREA (CBC TABLE 506.2)

Plan 0-1 TOTAL STUDIO Plan 1-1 Plan 1-1a Plan 1-2 17911 Von KarmanPlan Ave. 1-2a Plan 1-2b Suite 200 Plan 1-3 Irvine, CA 92614 Plan 1-4 ktgy.com Plan 1-4a 949.851.2133 Plan 1-4b TOTAL 1BR 2017-0142 Plan 2-1 Plan 2-2 Project Contact: Aubrey Buracchio Plan 2-3 Email: aburacchio@ktgy.com Plan 2-4 Plan 2-5 TOTALWilbur 2BR Principal: Wong 3-1 Project Designer: Plan Mark Oberholzer Plan 3-1a TOTAL 3BR

SUNROAD CENTRUM 6

FUNCTION OF SPACE

Unit Summary Bed Bath

LEVEL 3 POOL RESTROOMS CLUB ROOM AMENITY FITNESS ROOM UTILITY LEVEL 5 TERRACE LEVEL 7 TERRACE

Area

3,245 SF 1,744 SF 4,990 SF 727 SF 2,883 SF 668 SF 3,624 SF 147 SF 8,049 SF 3,682 SF 3,682 SF 883 SF 883 SF 17,605 SF

THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES ADOPTED BY THE STATE GOVERNING AGENCIES AND THE CITY OF SAN DIEGO. APPLICABLE CODES 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) 2016 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) 2016 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) 2016 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) 2016 EDITION OF THE CALIFORNIA FIRE CODE 2016 EDITION OF THE CALIFORNIA ENERGY CODE 2016 EDITION OF THE CALIFORNIA GREEN BUILDING CODE SUMMARY THE PROJECT PROPOSED IS A RESIDENTIAL BUILDING CONSISTING OF PARKING BELOW A PODIUM LEVEL AND FIVE STORIES OF RESIDENTIAL UNITS ABOVE THE PODIUM LEVEL. THE PARKING GARAGE CONSISTS OF THREE LEVELS (ONE LEVEL IS SUBTERRANEAN) AND TWO LEVELS ABOVE GRADE CONSIST OF LINER UNITS.

MANAGEMENT

THE AREA BELOW THE PODIUM LEVEL (PARKING GARAGE) IS OF TYPE IA CONSTRUCTION. THE AREA ABOVE THE PODIUM LEVEL IS OF TYPE IIIA CONSTRUCTION. THESE TWO AREAS ARE CONSIDERED AS SEPARATE BUILDINGS PER CBC SECTION 510.2.

IN ADDITION, FIREWALLS ARE USED TO SEPARATE THE BUILDING INTO SEPERATE FIRE AREAS (OR BUILDINGS PER CBC SECTION 706) FOR THE PURPOSE OF ALLOWABLE AREA COMPLIANCE CBC TABLE 506.2.

EXIT ACCESS TRAVEL DISTANCE

PER CBC TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE: R-2 OCCUPANCY WITH SPRINKLER SYSTEM: 250' S-2 OCCUPANCY WITH SPRINKLER SYSTEM 400'

PARKING SUMMARY No.

Date

Description

REQUIRED PARKING COUNT PER UNIT

PROPOSED PARKING SCHEDULE

UNITS VEHICLES BICYCLES MOTORCYCLES TYPE COUNT FACTOR COUNT FACTOR COUNT FACTOR COUNT STUDIO 40 1.5 60 0.4 16 0.1 4 1 BED 192 1.5 288 0.4 76.8 0.1 19.2 2 BED 188 2 376 0.5 94 0.1 18.8 3 BED 22 2.25 49.5 0.6 13.2 0.1 2.2 TOTAL 774 200 45 TOTAL LEASING LEASING 3245.42 0.0033

11

TYPE LEVEL 00 STANDARD LEVEL 1 STANDARD LEVEL 2 STANDARD

COUNT

TYPE LEVEL 00 297 MOTORCYCLE LEVEL 1 214 MOTORCYCLE LEVEL 2 211 MOTORCYCLE 722

COUNT

28 22 25 75

NOTE: PARKING COUNT IS FOR CURRENT BUILDING LEVELS ONLY AND DOES NOT INCLUDE PARKING STALLS ON GRADE OR PARKING STALLS IN EXISTING PARKING GARAGE.

SKILLs are INTERWOVEN with organization skills and in today’s era design technology has a say in both. PROJECT MANAGEMENT AND BIM MANAGEMENT ARE TWO DIFFERENT SKILLS THAT COMPLEMENT EACH OTHER. SKILLFULNESS OF ONE IN BOTH INCREASES THE LEVEL OF QUALITY CONTROL IN the PROJECT. IT IS THE ORGANIZED MANAGER WHO MAKES THE GROUND FOR A PROSPEROUS PROJECT, WHICH IN RETURN IS AN INVITATION FOR CLIENTELE, WHICH GUARANTEES A SUSTAINABLE BUSINESS PLAN. ACCESSIBILITY

SHALL COMPLY WITH CBC CHAPTER 11A. ELEVATOR BUILDING - ALL UNITS ARE REQUIRED TO BE ON AN ACCESSIBLE ROUTE PER CBC SECTION 1106A. EXITING

GRAND TOTALS 785 EACH BICYCLE RACK STORES 12 BICYCLES.

It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

COMPLY WITH CBC CH. 10. SEE EGRESS EXIT ANALYSIS SHEETS.

50% DD 10/6/2017

200

45

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