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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