SD Blue Osceola

Page 1


Genesis US Properties

Mauricio Bello 1124 Kane Concourse Bay Harbor Islands, FL 33154

P. 786.294.7027 m.bello@genesisusprop.com

Joseph, Lawrence & Co Kyle Bowen 1180 Hardwood Ave. Suite 3000 Altamonte Springs, FL 32714

P. 321.972.4466

kyle.bowen@jlceng.com

1770 Fennell Street Maitland, FL 32751

P. 407.660.8900 www.cbaarchitects.com

Studio Director: Mark Valentino - mark@cbaarchitects.com

Project Manager: Dakota Clifford - dakota@cbaarchitects.com

Joseph, Lawrence & Co Kyle Bowen 1180 Hardwood Ave. Suite 3000 Altamonte Springs, FL 32714

P. 321.972.4466

kyle.bowen@jlceng.com

OWNER'S CONSULTANT

Harris Civil Engineers, LLC

Abdul Alkadry, P.E. 1200 Hillcrest St. Suite 200 Orlando, FL 32803

P. 407.428.2652

abdula@harriscivilengineers.com

Perry Becker Design

Dustin Serna 3657 Maguire Blvd Suite 150 Orlando, FL 32803

P. 407.960.4850 dserna@perry-becker.com

PROJECT INTRODUCTION

THE BLUE OSCEOLA APARTMENT PROJECT WILL BE A FOR RENT COMMUNITY STRATEGICALLY DESIGNED WITHIN OSCEOLA COUNTY, FLORIDA. THE PROPERTY IS SET TO INCLUDE A STANDALONE CLUBHOUSE, FACILITIES FOR MAINTENANCE AND POSTAL SERVICES, AS WELL AS A TRASH COMPACTOR. THE RESIDENTIAL COMPLEX WILL BE COMPRISED OF TWO DISTINCT TYPES OF APARTMENTS BUILDINGS. BOTH TYPES WILL BE FOUR STORIES HIGH. OVERALL, THE DEVELOPMENT AIMS TO ACCOMMODATE A TOTAL OF 300 RESIDENTIAL UNITS.

PROJECT INTRODUCTION

PLUMBING:

CIVIL ENGINEERING:

FBC ACCESSIBILITY 7TH EDITION (2020)

THE FAIR HOUSING ACT DESIGN MANUAL, REVISED 1998 HUD SAFE HARBOR

THE AMERICANS WITH DISABILITIES ACT, 2010 EDITION

FBC FUEL GAS CODE 7TH EDITION (2020)

FBC FLORIDA ENERGY CODE 7TH EDITION (2020)

FBC MECHANICAL 7TH EDITION (2020)

FBC PLUMBING CODE 7TH EDITION (2020)

FLORIDA FIRE PREVENTION CODE 7TH EDITION

NFPA 101 LIFE SAFETY CODE (2020) WITH FLORIDA AMENDMENTS

• APPLICABLE CODES: FLORIDA BUILDING CODE 7TH EDITION (2020)

NFPA 1 UNIFORM CODE (2020) WITH FLORIDA AMENDMENTS

ALL SITE RETAINING WALLS TO BE DESIGNED AND ENGINEERED BY CIVIL ENGINEER. PROVIDE UNDERGROUND DOWNSPOUT COLLECTION LOOP FOR RAIN WATER OFF THE ROOFS

LANDSCAPE/HARDSCAPE:

LANDSCAPE PLANS TO MEET OSCEOLA COUNTY ZONING CODES.

LS/HS STRUCTURES TO BE DESIGNED AND ENGINEERED PER LS/HS ARCHITECT. (CBA TO PROVIDE MEP CONNECTIONS)

POOL FENCE AND POOL BARRIER TO BE DESIGNED PER LS/HS ARCHITECT.

CLUBHOUSE DOORS & WINDOWS ARE NOT TO BE USED AS A POOL BARRIER. PROJECT FENCING AND GATES TO BE DESIGNED AND ENGINEERED PER LS/HS ARCHITECT. (CBA TO PROVIDE MEP CONNECTIONS)

POOL:

POOL TO BE DESIGNED AND ENGINEERED PER OWNERS REPRESENTATIVE. (CBA TO PROVIDE MEP CONNECTIONS)

LS/HS ARCHITECT TO DESIGN POOL DECK. (CBA TO PROVIDE MEP CONNECTIONS)

LS/HS ARCHITECT TO LOCATE POOL EQUIPMENT. (CBA TO PROVIDE MEP CONNECTIONS) POOL AND POOL DECK ARE TO BE DESIGNED FOR NIGHT SWIMMING.

LS/HS ARCHITECT TO PROVIDE POOL PHOTOMETRICS.

AMENITIES

CLUBHOUSE:

FINISHES & FIXTURES TO BE SELECTED BY INTERIOR DESIGNER. DECORATIVE DROPPED CEILINGS BY INTERIOR DESIGNER. EXERCISE EQUIPMENT & LAYOUT PER OWNERS REPRESENTATIVE

DOG WASH BUILDING:

DOG WASH: STAINLESS STEEL DOG WASH TUB & RAMP TO BE PROVIDED WITH HOT AND COLD WATER CONNECTIONS. ELECTRIC COUNTER MOUNTED DOG DRYER EQUIPMENT TO BE PROVIDED.

TRASH:

TRASH COMPACTOR BASIS OF DESIGN IS MARATHON RJ-250SC TRASH COMPACTOR PROVIDED BY OWNER RAMP FOR WHEELCHAIR ACCESS PROVIDED

ALL CLUBHOUSE PLUMBING FIXTURES TO BE SELECTED BY I.D.

APARTMENT PLUMBING FIXTURES TO BE BRUSHED NICKEL

APARTMENT WATER CLOSETS TO BE ELONGATED

WATER HEATER TO BE INSTALLED UNDER AIR HANDLER. ALL CONNECTIONS TO BE PLENUM RATED

CAR WASH AND TRASH COMPACTOR TO HAVE OIL-SAND SEPARATOR

HVAC:

AIR HANDLERS TO BE MOUNTED IN CLOSET ABOVE WATER HEATER.

CLOSET TO BE RETURN AIR PLENUM.

DOOR TO BE METAL OR WOOD WITH FRAME AND DOOR PAINTED WITH INTUMESCENT PAINT.

AIR HANDLER TO BE MINIMUM 14 SEER WITH HEAT PUMPS

BATH EXHAUST FANS TO BE WALL MOUNTED

FIRE SPRINKLERS:

SPRINKLER DRAWINGS DESIGNED AND ENGINEERED PER OWNERS REPRESENTATIVE.

APARTMENT BUILDINGS TO BE SPRINKLERED IN ACCORDANCE WITH NFPA 13R

CLUBHOUSE STRUCTURE PROTECTED BY A FULL NFPA 13 SPRINKLER SYSTEM.

ANCILLARY STRUCTURES ARE NOT SPRINKLERED

ELECTRICAL:

SITE PHOTOMETRICS PLAN TO BE PROVIDED. SITE LIGHTING TO BE LED FIXTURES

POOL AND POOL DECK ARE TO BE DESIGNED FOR NIGHT SWIMMING BY LS/HS ARCHITECT.

ALL CLUBHOUSE ELECTRICAL FIXTURES TO BE SELECTED BY I.D.

EXTERIOR OF BUILDING TO RECEIVE UPLIGHTING CONNECTED TO PHOTOCELL.

BUILDINGS WITH ELEVATORS TO BE SERVICED BY 3 PHASE POWER AMENITIES BUILDINGS TO GET POWER FROM THE CLOSEST ADJACENT APARTMENT BUILDING.

APARTMENT ELECTRICAL FIXTURES TO BE BRUSHED NICKEL.

ELECTRICAL METERS TO BE LOCATED IN CLOSETS.

TWO DATA/TV RECEPTACLES PER BEDROOM

TWO DATA/TV RECEPTACLES PER LIVING ROOM

FANS WITH SWITCHED LIGHT KIT TO BE PROVIDED IN LIVING ROOM AND BEDROOMS.

BREEZEWAY LIGHTING TO BE LED FLUSH MOUNT "PUCK LIGHT"

LED FLUSH MOUNT "RECESSED CAN"

SWITHED WITH EXHAUST FAN TO BE PROVIDED ALL ABOVE SHOWERS AND TUBS.

BALCONY / PATIO LIGHTING TO BE LED FLUSH MOUNT "RECESSED CAN"

ELEVATORS TO HAVE LIGHTING @ THRESHOLD

(2) CAR CHARGER STATION - OWNER PROVIDE

BUILDING

BUILDING FOUNDATIONS:

CONCRETE SPREAD FOOTINGS, POST TENSION SLAB ON GRADE OVER 10 MIL VAPOR BARRIER

STEPS IN FINISHED FLOORS TO BE IN THE SLAB

STEM WALLS AT BUILDING FOUNDATIONS AS NEEDED. CIVIL TO PROVIDE GRADING INFORMATION AND IDENTIFY AREAS REQUIRING STEM WALLS

INSULATION:

ALL WALLS TO BE MIN R-13

ALL FLOOR/CEILINGS FROM CONDITIONED SPACE TO CONDITIONED

SPACE TO BE MIN R-11

ALL FLOOR/CEILINGS FROM UNCONDITIONED SPACE TO CONDITIONED SPACE TO BE MIN R-30

ALL ROOF/CEILINGS FROM UNCONDITIONED SPACE TO CONDITIONED SPACE TO BE MIN R-38

BUILDING STRUCTURE:

STRUCTURAL SHEATHING AS REQUIRED. WALL

SIZES MAY BE INCREASED DUE TO HIGH WIND SPEED ZONE.

APARTMENTS:

TYPICAL EXTERIOR WALLS: 4" NOMINAL LUMBER.

TWO STORY BALLOON FRAMED WALLS: 8" NOMINAL LUMBER

TYPICAL INTERIOR WALLS 4" NOMINAL LUMBER

BALLOON FRAMED WALLS 10' TO 13'): 6" NOMINAL LUMBER

PLUMBING WALLS. MIN 6" NOMINAL LUMBER

TYPICAL FLOORS: 20" OPEN WEB WOOD TRUSSES WITH T&G WOOD DECKING & 3/4" GYPCRETE

BREEZEWAY FLOORS: 18" OPEN WEB WOOD TRUSSES WITH T&G WOOD DECKING & 1-1/2" MINIMUM 2-1/4" MAXIMUM CONCRETE TOPPING OVER WATERPROOFING MEMBRANE.

BALCONY: SLOPPED TOP CHORDS

ROOF: SLOPPED ROOF TRUSSES AT 24" O.C.

ROOFING:

SINGLE-PLY, 60 MIL TPO ROOFING ON 1/2" COVER BOARD, OVER RIGID INSULATION, OVER SHEATHING, OVER TOP CHORD SLOPING PRE-ENGINEERED ROOF TRUSSES

SPECIALTY ROOFING: STANDING SEAM METAL ROOF. CONTINUOUS HIP AND RIDGE VENTING INSTALLED OVER MEMBRANE FLASHING. UNDERLAYMENT: AT METAL ROOF PROVIDE MIN SELF ADHERED HIGH TEMPERATURE MEMBRANE PROVIDE KICK OUT FLASHING AT ALL ROOF TO WALL INTERSECTIONS PROVIDE SELF-ADHERED ROOFING MEMBRANE FLASHING AT ALL RAKE WALLS, HEAD WALLS, CRICKETS, VALLEYS, HIPS AND RIDGES OFF RIDGE VENTING TO BE PRE-FINISHED. SOFFIT TO BE FIBER CEMENT PANELS WITH VENTING STRIPS

FASCIA TO ALUMINUM WARPED 1X3 OVER 2X8. 1X3 OMITTED WHEN GUTTERS ATTACHED.

GUTTERS TO BE PROVIDED AT ENTIRE ROOF PERIMETER AND ALL RAISED HEELS. DOWNSPOUTS 3"X5" AND FACTORY FINISHED. CONNECT TO UNDERGROUND COLLECTION LOOP BY CIVIL ENGINEER

DECORATIVE METAL WORK:

ALL DECORATIVE METAL WORK TO BE ENGINEERED BY SPECIALLY ENGINEER. CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS. GUARD AND HAND RAILS FLAT AWNINGS

ELEVATOR TOWERS:

WALLS: 8" NOMINAL CMU. (2 HR RATED)

CEILING: 2X WOOD JOIST WITH GYPSUM CEILING (2HR RATED)

ELEVATOR: SCHINDLER 3300 - MRLPOWER TO MATCH BUILDING OR POWER COMPANY TRANSFORMER. NO ADDITIONAL TRANSFORMER IN BUILDING

WINDOWS:

EXTERIOR WINDOWS NOT REQUIRED TO BE IMPACT RATED

ALL UNIT WINDOWS TO BE VINYL FLANGED WINDOWS

ALL SINGLE HUNG WINDOWS TO BE "TILT-OUT" STYLE FOR CLEANING CLUBHOUSE WINDOWS, COMMON SPACE ENTRY'S AND LOBBY'S TO BE STOREFRONT WINDOWS

MINIMUM WINDOW VALUES UFACTOR=0.35 & SHGC=0.30

GLAZING TO BE CLEAR

8'-0" HEAD HEIGHTS UNLESS OTHERWISE NOTED.

SIGNAGE:

ALL SIGNAGE TO BE PROVIDED BY OWNER'S REPRESENTATIVE. (CBA TO PROVIDE MEP CONNECTIONS)

EXIT STAIRS:

WALLS: 8" CMU WALLS. (2 HR RATED)

FLOOR/CEILINGS: 2X WOOD JOIST WITH GYPSUM CEILING (1HR RATED)

STAIRS: CONCRETE PRECAST TREADS & STEEL PAINTED STRINGERS WITH CLOSED RISERS.

RAILS: STEEL - PAINTED

DOOR: ALL DOORS WITHIN 10' TO BE MINIMUM 45 MINTED RATED.

STAIR STRUCTURE AND RAILS TO BE BY SPECIALLY ENGINEER. CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS WITH CALCULATIONS FOR APPROVAL BY ENGINEER OF RECORD.

DOORS:

ALL EXTERIOR DOORS NOT REQUIRED TO BE IMPACT RATED

UNIT DOOR STYLE TO BE RAISED 2PANEL DOORS

UNIT ENTRANCE DOORS TO BE 7'-0"

UNIT DOORS TO BE 6'-8"

CLUBHOUSE DOORS TO BE 8'-0" TOP FLOOR BALCONY DOORS WITH TRANSOMS ABOVE TO BE 8'-0" - REFER TO ELEVATIONSFOR LOCATIONS.

APARTMENT KITCHENS:

CABINETS TO BE FRAMELESS

PANTRY TO BE BUILT IN CABINET WORK MINIMUM ONE 15" DRAWER BASE PER KITCHEN COUNTER TOP TO BE MIN 3 CM GRANITE COUNTER OVERHANG TO BE 3/4" AT CABINET FACE AND 10" MINIMUM AT BAR TOPS.

SINK TO BE RECTANGULAR UNDERMOUNT SINGLE-BOWL WITH DISPOSAL.

RANGE TO BE GLASS TOP WITH MICROWAVE ABOVE / 30" COOKTOPREFER TO UNITS FLOOR PLANS FOR LOCATIONS.

APPLIANCES TO BE STAINLESS STEEL

BACKSPLASH TO BE DECORATIVE TILE

CUSTOM WALL OVEN CABINET

RANGE HOOD: BASIS OF DESIGN:

WHIRLPOOL 30" /400 CFM RANGE HOOD W/LED TASK LIGHTING

APARTMENT BATHROOMS:

CABINETS TO BE FRAMELESS LINEN TO BE BUILT IN CABINET WORK MINIMUM ONE DRAWER BASE PER BATHROOM COUNTER TOP TO BE MIN 2 CM GRANITE COUNTER OVERHANG

FINISHES, FIXTURES AND APPLIANCES SHOWN ARE INITIAL SUGGESTIONS AND SUBJECT TO CHANGE. ALL APPLIANCE AND FIXTURE SELECTIONS TO BE CONFIRMED / SELECTED BY OWNER BY THE END OF DESIGN DEVELOPMENT PHASE. ITEMS DEPICTED ARE BEING USED AS THE DESIGN BASIS FOR SIZE AND OTHER DESIGN REQUIREMENTS IN THE PROJECT UNTIL THAT TIME.

UNIT CORRIDOR ENTRY MELANGE SCONCE LUMENS

UNIT COMMON AREA ARIA FLUSH MOUNT

KITCHEN PENDANT P500148-031-30 PROGRESS LIGHTING

BATHROOM PENDANT GOURD PENDANT DAZUMA LIGHTING

TOILET PAPER HOLDER MODEL: Y5786BL MOEN

CEILING FAN SAN FRANSISCO FAN WAC LIGHTING

BATHROOM FAUCET

MODEL: 6191BL MOEN

SHOWER + TUB MODEL: 82628BL MOEN

FLOORING KID GLOVE 190 MOHAWK FLOORING

KITCHEN FAUCET MODEL: 5925BL MOEN

BAR MODEL: Y5718BL MOEN

FRONTAGE CALCULATIONS - TYPE 1A

FRONTAGE CALCULATIONS - TYPE 1B

BUILDING TYPES

DIAGRAMMATIC SITE PLAN

BUILDING TYPE TWO - OVERALL SECOND FLOOR PLAN 1

BUILDING TYPE TWO - OVERALL THIRD FLOOR PLAN 1

FLOORING WALLS + TRIM
CABINETS WALL TILE
FLOORING WALLS + TRIM
CABINETS WALL TILE
FLOORING WALLS + TRIM
CABINETS WALL TILE
FLOORING WALLS + TRIM
CABINETS WALL TILE
13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

G.C. SEE SHEET A7.71 FOR SOUND CONTROL NOTES/DETAILS.

UNIT ENTRY DOORS TO BE 7'-0" TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS. INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE PANE, INSULATED, AND SHALL MEET MEP ENERGY CALCULATION

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT

WASHERS/DRYERS TO BE SUPPLIED BY G.C. SEE SHEET A7.71 FOR SOUND CONTROL NOTES/DETAILS.

UNIT ENTRY DOORS TO BE 7'-0" TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS.

INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE PANE, INSULATED,

12'-0" CEILINGS AT FIRST FLOOR

A7.71 FOR SOUND CONTROL NOTES/DETAILS.

UNIT ENTRY DOORS TO BE 7'-0" TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS. INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE PANE, INSULATED, AND SHALL MEET MEP ENERGY CALCULATION REQUIREMENTS, AND WIND

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

COLUMNS. WASHERS/DRYERS TO BE SUPPLIED BY G.C. SEE SHEET A7.71 FOR SOUND CONTROL NOTES/DETAILS. UNIT ENTRY DOORS TO BE 7'-0" TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS.

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS. INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

FOR SOUND CONTROL NOTES/DETAILS.

UNIT ENTRY DOORS TO BE 7'-0" TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS. INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE PANE, INSULATED, AND SHALL MEET MEP ENERGY CALCULATION REQUIREMENTS, AND WIND LOAD

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS.

UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

FOR SOUND CONTROL NOTES/DETAILS.

UNIT ENTRY DOORS TO BE 7'-0" TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS. INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE PANE, INSULATED, AND SHALL MEET MEP ENERGY CALCULATION REQUIREMENTS, AND WIND LOAD

13'-0" CEILINGS IN LIVING ROOM AT TOP FLOOR
12'-0" CEILINGS AT FIRST FLOOR

TALL, 20 MIN. RATED HOLLOW METAL DOORS WITH SPRING HINGES AND 20 MIN.

RATED HARDWARE. PROVIDE ALUMINUM THRESHOLD WITH VINYL SEAL AT ALL EXTERIOR AND UNIT ENTRY DOORS. ALL UNITS TO COMPLY WITH ADA AND FHA REQUIREMENTS. INTERIOR UNIT DOORS TO BE 7' TALL, 2-PANEL DOORS. DOORS ARE TO BE LOCATED 4" OFF ADJACENT WALL OR CENTERED IN SPACE UNLESS NOTED OTHERWISE. WINDOWS TO BE DOUBLE PANE, INSULATED, AND SHALL MEET MEP ENERGY CALCULATION REQUIREMENTS, AND WIND LOAD STRUCTURAL REQUIREMENTS. PROVIDE SAFETY GLAZING AS REQUIRED BY FBC-B.

KITCHEN

BATHROOM CLEARANCES

FORWARD APPROACH REACH

TYPICAL GALLEY KITCHEN

TYPICAL "U" SHAPED

KITCHEN

LAUNDRY CLEARANCES

BATT INSULATION

2x STUD WALL FRAMING

EXTERIOR OSB SHEATHING

1 LAYER OF WRB

STUCCO PANEL. REFER TO ELEVATIONS FOR COLOR

TYP METAL FLASHING

ANCHOR BOLT

TERMITE SHIELD

Inc date March 23, 2023 (Project No. H1225309). In accordance with the report, the foundations for the buildings will be a posttensioned slab supported on grade improved with ground improvement program to achieve and allowable bearing pressure of 3,000 pounds per square foot.

Materials:

a. Concrete: Slab-On-Grade 3,000 PSI (NWT) Foundations 3,000 PSI (NWT) Columns 4,000 PSI (NWT) Deck Slab 4,000 PSI (NWT) Balcony and Corridor Topping 3,000 PSI (NWT)

b. Reinforcing: Deformed Bars ASTM A615, Grade 60 Welded Wire Reinforcement ASTM A185 Post-Tension Tendons ASTM A416, Grade 270, uncoated, 7-wire, lowrelaxation, 1/2 inch diameter strand

c. Concrete Masonry: Concrete Masonry Units ASTM C90, net-area average compressive strength of 1,900 psi Mortar ASTM C270, Type S Grout ASTM C476

d. Structural Steel: Rolled Shapes ASTM A992 (or A572), grade 50 Rectangular Tubing ASTM A500, Grade C (50 KSI) All other ASTM A36

e. Connections: Steel Bolts A325N, Type 1 Anchor Rods ASTM F1554, Grade 36 Welding E70XX Electrodes

f. Rough Carpentry: Wall Studs Grade No 2. Southern Pine or Grade No. 2 SprucePine-Fir (South Variant not acceptable) Horizontal Framing Grade Grade No. 2 Southern Pine Parallel Strand Lumber (PSL) F =2,900 psi; Fv=290 psi; E=2,000,000 psi Laminated Veneer Lumber (LVL) F =3,100 psi; Fv=285 psi; E=2,000,000 psi

g. Pre-Manufactured Wood Trusses: Floor and Roof Trusses ANSI/TPI 1, “National Design Standard for MetalPlate-Connected Wood Truss Construction

LEGEND

UNIT FRAMING PLAN NOTES

WALL SHEATHING, SEE GENERAL NOTES AND/OR SHEARWALL SCHED

NOTE: GIRDER TRUSS TO BE FRT LUMBER AT 2-HR FIREWALL PENETRATIONS. SEE ARCH

6" TRUSS WEB.

GYPCRETE TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES

SEE GENERAL NOTES. FIRST PANEL SHALL BE FIRE RETARDANT SHEATHING

PRE-ENGINEERED WOOD BALCONY TRUSS, SEE PLAN FOR SPACING FLOOR SHEATHING, SEE GENERAL NOTES

TOPPING WOOD BEAM, SEE PLAN AND SCHED SLOPE

GYPCRETE TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES STUD WALL FRAMING, SEE GENERAL NOTES

PRE-ENGINEERED LADDER TRUSS W/ 4x4 VERTICALS AT 16" OC

STUD WALL FRAMING, SEE GENERAL NOTES

GYPCRETE TOPPING, SEE ARCH

FLOOR SHEATHING, SEE GENERAL NOTES

SHEAR BLOCKING/TRUSS, SEE SCHEDULE

CANTILEVER PREENGINEERED WOOD FLOOR TRUSS, SEE PLAN

WALL SHEATHING, SEE GENERAL NOTES AND/OR SHEARWALL SCHED

GYPCRETE TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES STUD WALL FRAMING, SEE GENERAL NOTES

SHEAR

PRE-ENGINEERED WOOD FLOOR TRUSS, SEE PLAN FOR SPACING

2x PLATE W/ 2 1/2" MIN BEARING

EXTEND SHEARWALL SHEATHING TO DECK

2x PLATE W/ 2 1/2" MIN BEARING

PRE-ENGINEERED FLOOR TRUSS SEE ARCH

FASTEN 2x4 STUDS TO 2x4 W/ (3) 0.148x3" NAILS

2x4 AT 24" OC ATTACHED TO 2x4 OR TRUSS CHORD W/ SIMPSON H3 EACH END

2x4 BRACE AT 24" OC W/ (3) 0.148x3" NAILS EA END

MAINTAIN STRAIGHT PARAPET WALL BETWEEN TRUSSES ROOF TRUSSES SEE ARCH T.O. RETURN PARAPET WALL SHEATHING, SEE GENERLA NOTES ROOF SHEATHING, SEE GENERAL NOTES SEE ARCH DETAILS FOR SHEATHING THAT MAY BE REQD

2x4 CONT FACE NAILED TO EA OVERLAPPING TRUSS MEMBER W/ (3) 0.148x3" NAILS

PRE-ENGINEERED SHEAR TRUSS, TRUSS MFR TO DESIGN TRUSSES OVER SHEAR WALLS, SEE SCHEDULE FOR DESIGN INFORMATION SHEAR WALL

PRE-ENGINEERED SHEAR TRUSS, TRUSS MFR TO DESIGN TRUSSES OVER SHEAR WALLS, SEE SCHEDULE FOR DESIGN INFORMATION SEE ARCH DETAILS FOR SHEATHING THAT MAY BE REQD

SIMPSON A35 EA SIDE AT 48" OC,

BUILDING TYPE 1 -PUMP ROOM 2

3.

2.

1.

2.

REFERENCE NOTES:

REFERENCE NOTES:

REFERENCE NOTES:

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1.

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