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SYMBOL
DESCRIPTION
8" CMU WALL WITH FILLED CELLS AND
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INSULATION ON INTERIOR FACE OF WALL
INTERIOR FRAMED WALL WITH GYPSUM BOARD
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DEMOLITION NOTES
1. DO NOT CONSIDER DEMOLITION NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO INSPECT AND ASSESS THE SPACE AND TO FULFILL THE INTENT OF THE
WORK INDICATED BY THE CONTRACT DOCUMENTS. BRING ALL DEVIATIONS FROM THE
CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS TO THE ATTENTION OF THE
ARCHITECT.
2. CUTTING AND REMOVAL INDICATED ON THE DRAWINGS ARE GENERAL INDICATIONS ONLY
AND DO NOT NECESSARILY SHOW THE FULL EXTENT OF CUTTING AND REMOVAL WHICH MAY
BE REQUIRED BY THE JOB CONDITIONS.
3. CONTRACTOR SHALL VERIFY AND ESTABLISH EXISTING CONDITIONS AND DIMENSIONS
BEFORE PROCEEDING WITH ANY PORTION OF THE WORK.
4. CONTRACTOR SHALL VERIFY LOCATIONS AND EXTENT OF STRUCTURE AND ITEMS TO BE
DEMOLISHED AND REMOVED.
5. EXTENT OF DEMOLITION AND REMOVAL WORK IS SHOWN ON DRAWINGS AND INCLUDES,
BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING; EXISTING INTERIOR & EXTERIOR
FINISHES, INTERIOR PARTITIONS, DOORS, FRAMES, CEILING SYSTEMS, MECHANICAL,
ELECTRICAL AND PLUMBING SYSTEMS, STRUCTURAL WALLS, BEAMS & COLUMNS, ROOFING,
WATERPROOFING, DOORS AND WINDOWS.
6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY LOCAL AUTHORITIES HAVING
JURISDICTION.
7. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
LOCAL ORDINANCES AND BUILDING CODES.
8. REMOVE AND DISPOSE OF ALL STRUCTURE AND ITEMS AS INDICATED. DEMOLISHED AND
REMOVED ITEMS SHALL BE DISCARDED. TRANSPORT DEMOLISHED MATERIALS OFF OF THE
OWNERS PROPERTY AND LEGALLY DISPOSE OF THEM.
9. THE CONTRACTOR SHALL SUPPLY AND COORDINATE WITH PROPERTY OWNER FOR
LOCATION OF GARBAGE DUMPSTERS PRIOR TO COMMENCEMENT OF DEMOLITION.
10. CONTRACTOR IS RESPONSIBLE FOR AND WILL HAVE CONTROL OF DEMOLITION MEANS,
METHODS, AND TECHNIQUES. SEQUENCES AND PROCEDURES. THE CONTRACTOR SHALL
PROVIDE FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
THE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT
THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
11. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO DEMOLITION AND/OR
CONTRACT NEGOTIATIONS AND SHALL VERIFY EXISTING CONDITIONS WITH THE DEMOLITION
DOCUMENTS. DISCREPANCIES BETWEEN DEMOLITION DOCUMENTS (AND THEIR INTENT) SHALL
BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. BIDS SHALL NOT BE
SUBMITTED OR CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO CLARIFICATION OF
THE INTENT OF THE DEMOLITION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT.
12. CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION TO PORTIONS OF THE
BUILDING TO REMAIN IN THE COMPLETED PROJECT.
13. NOTIFY THE ARCHITECT IF UNDOCUMENTED STRUCTURAL MEMBERS ARE UNCOVERED
DURING THE COURSE OF DEMOLITION. KEEP THE ARCHITECT NOTIFIED OF THE PROGRESS OF
DEMOLITION.
14. PRIOR TO THE START OF DEMOLITION AND EXCAVATION WORK, THE CONTRACTOR SHALL
CALL 48 HOURS BEFORE DIGGING; "SUNSHINE 811 -CALL BEFORE YOU DIG" TO LOCATE ALL
EXISTING UTILITY LINES. ANY DISRUPTION OF UTILITY SERVICES CAUSED BY FAILURE OF
PRIOR NOTIFICATION OF UTILITY COMPANIES SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. AND ALL COSTS ASSOCIATED WITH PROPER REPAIR AND RESTORATION OF
DAMAGED UTILITY SERVICES SHALL BE BORNE BY THE CONTRACTOR.
15. WHERE ELECTRICAL WIRES ARE EXPOSED, CONTRACTOR SHALL CAP ENDS OF CUT
WIRES TO PROTECT AGAINST ELECTRIC SHOCK.
16. REMOVE PROJECTIONS, HANGERS, BOLTS, NAILS, ETC. FROM EXISTING SURFACES.
PATCH ALL HOLES TO MATCH THE ADJACENT SURFACES TO REMAIN.
17. CONTRACTOR SHALL SUBMIT SCHEDULE OF OPERATIONS, PHASING PLAN & SCHEDULE
AND ACTION PLAN FOR OWNERS AND ARCHITECTS APPROVAL. SCHEDULE AND ACTION PLAN
SHALL INCLUDE PHASING, HOURS OF OPERATION, STAGING AREA AND USE OF UTILITY
SERVICES. HOURS OF OPERATION SHALL BE GOVERNED BY THE LOCAL JURISDICTION POA
AND OWNER'S CONSENT.
18. CONTRACTOR SHALL SUBMIT WASTE REMOVAL PLAN, WHICH SHALL INCLUDE LOCATION
PLAN OF ALL DEBRIS DUMPSTERS AND SHALL BE GOVERNED BY LOCAL JURISDICTION AND
SAILFISH POINT POA REGULATIONS.
19. CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNER FOR ALL SYSTEMS AND
UTILITIES SHUT-OFF REQUIREMENTS WITH BUILDING OPERATIONS.
20. PEDESTRIAN PROTECTION:THE WORK OF DEMOLISHING ANY BUILDING SHALL NOT BE
COMMENCED UNTIL PEDESTRIAN PROTECTION IS IN PLACE AND APPROVED BY LOCAL
JURISDICTION & POA AS GOVERNED BY THE AUTHORITY HAVING JURISDICTION.
21. WATER ACCUMULATION: CONTRACTOR SHALL MAKE PROVISIONS TO PREVENT THE
ACCUMULATION OF WATER AND/OR DAMAGE TO ANY PROPERTY OR FOUNDATIONS ON THE
PREMISES OR ANY ADJOINING PROPERTY.
22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THE JOBSITE CLEAN AND CLEAR OF
DEBRIS DURING DEMOLITION. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL
ENSURE THAT THE JOB SITE HAS BEEN CLEANED TO THE OWNER'S SATISFACTION, PRIOR TO
THE CONTRACTOR VACATING THE SITE.
23. UTILITY CONNECTIONS: UTILITY SERVICE CONNECTIONS SHALL BE DISCONTINUED AND
CAPPED IN ACCORDANCE WITH APPROVED RULES AND REGULATIONS PER THE
REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.
#3 @ 12" 0. C. x TRENCH WIDTH. DRILL &
EPDXY 4" INTO EDGE OF EXISTING SLAB
@ MID -DEPTH
ALIGN / I ALIGN
EXISTING SOIL / SLAB
FOUNDATION/�� III GRADE, MATCH
G ICKNESS, BUT
CONTINUOUS 6 mil VAPOR / �j / / \ /\ /HAN 4"
BARRIER
NEW PLUMBING LINES /\� \�/�/��\ / T�EATED, CLEAN
ELECTRICAL CONDUIT �jj�j \ /\ �\ �\ �\ �� \ \ ACTED FILL
SLAB TRENCHING / IN -FILL DETAIL 2
SCALE: 3/4" = V-0" ❑-1.1
REMOVE WALL & BEAM.
.
'O EXTENTS INDrcATED.
PREPARE OPENING TO
ECIEVE. NEW --BEAM -PER
TRUGTURAL- ENG--DWGS
_
1�-0 9'-01, 4'-0" 9'-01, 33'-7„
3'-0"
3'-0"
3'-0"
2'-4"
L, 6'-8"
4'-4"
Ll 3'-4"
1 5'-11
1 3'4"
1 4'-4"
HATCHED
AREA INDICA=
APPDXIMATE
LOCATION TO REMOVE
SIDEWALK
ND PREPARE FOR
NEW SLAB
N GRADE, FOUNDATIONS,
AND
LANDSCAPING AREA -
SEE A-1.11 F
R MORE INFO
TION -
REMO
E DOORS & VYINDOWS
& PREPARE O
ENINGS TO
ECIEVE NEW
I
DOORS,
WINDOWS O
MASONARY INFILL. SE
1/A-1.11 FO
NEW LAYOUT
m
DEMOLITION LEGEND
EXISTING GLAZING SYSTEM TO REMAIN
EXISTING 8" CMU EXTERIOR WALL TO REMAIN
EXISTING INTERIOR FRAMED PARTITION TO REMAIN
8" CMU EXTERIOR WALL TO BE REMOVED
EXISTING CONSTRUCTION TO BE REMOVED
■ ■
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fin.
4%2' 1 %2"
3'4" .2'-2" . 3'-0" ,. 5'-0" 1-
■
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MOVE & DISCARD ALL
OR WALLS, FINISHES FIXTURES &
■
PLUMBING.
EXPOSE FLOOR SL
ROOF STRUCTURE, REMOVE ROOF &
ROOF
STRUCTURE & PREPARE
OF TIE BEAM TO RECEIVE NEW ROOF
.
STR
CTURE. SEE ARCH & S
RAL DRAWINGS FOR NEW DESIGN.
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FLOOR SLAB &TRENCH FOR
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REMOVE EXISTING PROPANE _
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REMOVE DOORS & WINDOWS & PREPARE OPENINGS TO RECI EVE NEW
DOORS, WINDOWS ORMASONARY INFILL SEE 1/A-1.11 FOR NEW LAYOUT
NOTE.
EXISTING HVAC CONDENSING UNITS INDICATED HERE
TO BE REMOVED/REPLACED WITH NEW - COORDINATE
WITH MECHANICAL DRAWINGS AND SPECIFICATIONS
PRIOR TO DEMOLITION
11%
REMOVE DOORS & WINDOWS &
PREPARE OPENINGS TO RECIEVE
NEW DOORS, WINDOWS OR
MASONARY INFILL. SEE 1/A-1,11
FOR NEW LAYOUT
DEMOLITION FLOOR PLAN 1
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WALL TYPE LEGEND
SYMBOL
DESCRIPTION
EXISTING FURRED, 8" CMU EXTERIOR WALWITH NEW GLAZING
EXISTING FRAMED INTERIOR WALL TO REMAIN
NEW, 8" CMU WALL WITH FILLED CELS AND REINFORCING. 1 %Z'
METAL FURRING STRIPS @a 16" O.C. MAX. SPACING WITH R-4.5
MIN. RIGID INSULATION BOARD AND %" GYP. BD.
NEW 3 5/8" METAL STUD WALL WITH a" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL
NEW 3 5/8" METAL STUD WALL WITH %" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL AND SOUND ATTENUATING
FIBERGLASS BAIT INSULATION BETWEEN STUDS.
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WALL TYPE LEGEND
SYMBOL
DESCRIPTION
NJ I I I I I I I I I I■
EXISTING FURRED, 8" CMU EXTERIOR WALWITH NEW GLAZING
EXISTING FRAMED INTERIOR WALL TO REMAIN
NEW, 8" CMU WALL WITH FILLED GELS AND REINFORCING. 1 %2'
■ ■
METAL FURRING STRIPS @ 16" O.C, MAX, SPACING WITH R-4.5
MIN. RIGID INSULATION BOARD AND %" GYP. BD.
NEW 3 5/8" METAL STUD WALL WITH a" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL
NEW 3 5/8" METAL STUD WALL WITH %" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL AND SOUND ATTENUATING
FIBERGLASS BATT INSULATION BETWEEN STUDS.
67'-3"
oe 12'-4" 5 0'-9" 4'-2"
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1 '-8" 9'-0" 4' 4" 3'-4" 5'-11 " 3' 4" 4'-4" 9'-01, 4'-0" 5'-101,
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FINISH SCHEDULE
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
WALL PAINT
COMMERCIAL GRADE CARPET TILES
6" PAINTED WOOD WALL BASE
PT-1
MFGR: I.D SELECTED
CPT-1
MFGR: LD SELECTED
WB 1
MFGR: I.D SELECTED
STYLE: I.D SELECTED
STYLE: LD SELECTED
STYLE: I.D SELECTED
COLOR: LD SELECTED
COLOR: LD SELECTED
COLOR: I.D SELECTED
WALL PAINT
INTERIOR GLAZED PORCELAIN FLOOR TILE
WOOD TRIM (PAINTED) - CASING, SILLS
MFGR: I.D SELECTED
MFGR: LD SELECTED
MFGR: LD SELECTED
PT-2
STYLE: LD SELECTED
CT-1
STYLE: LD SELECTED
WT-1
STYLE: I.D SELECTED
COLOR: I.D SELECTED
COLOR: LD SELECTED
SPECIES: LD SELECTED
COLOR: LD SELECTED
WALL PAINT
INTERIOR GLAZED PORCELAIN FLOOR TILE
WALL COVERINGS
MFGR: I.D SELECTED
MFGR: LD SELECTED
MFGR: LD SELECTED
PT-3
STYLE: I.D SELECTED
CT-2
STYLE: I.D SELECTED
WC-1
STYLE: I.D SELECTED
COLOR: I.D SELECTED
COLOR: LD SELECTED
SPECIES: LD SELECTED
COLOR: I.D SELECTED
WALL PAINT
INTERIOR PORCELAIN WALL TILE-TO4' A.F.F.
PAINTED BEAD BOARD WAINSCOT
MFGR: I.D SELECTED
MFGR: LD SELECTED
WCT-1
MFGR: I.D SELECTED
PT 4 O
STYLE: I.D SELECTED
CT-3
STYLE: I.D SELECTED
STYLE: I.D SELECTED
COLOR: I.D SELECTED
COLOR: LD SELECTED
SPECIES: I.D SELECTED
COLOR: I.D SELECTED
NOTE: PERFORATE WALL COVERINGS ON INSIDE OF EXTERIORWALLS
FURNITURE NOTE:
FURNITURE INDICATED ON PLANS IS SHOWN FOR REFERENCE
ONLY AND IS N.I.C. (NOT IN CONTRACT). ALL FURNITURE TO BE
SELECTED AND PROVIDED BY OWNER / INTERIOR DESIGNER.
FINISH PLAN LEGEND
FLOOR FINISHES
SYMBOL
DESCRIPTION
WP-1
WOOD PLANK TILE
LD SELECTED
CPT-1
CARPET TILE
LD SELECTED
WALL TYPE LEGEND
SYMBOL
DESCRIPTION
EXISTING FURRED, 8" CMU EXTERIOR WALWITH NEW GLAZING
EXISTING FRAMED INTERIOR WALL TO REMAIN
NEW, 8" CMU WALL WITH FILLED CELS AND REINFORCING. 1 YZ'
METAL FURRING STRIPS @a 16" O.C. MAX. SPACING WITH R-4.5
MIN. RIGID INSULATION BOARD AND %" GYP. BD.
NEW 3 5/8" METAL STUD WALL WITH a" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL
NEW 3 5/8" METAL STUD WALL WITH %" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL AND SOUND ATTENUATING
FIBERGLASS BAIT INSULATION BETWEEN STUDS.
FINISH PLAN
SCALE: 1/4" = 1'-0" A-1.13
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GYP. BD. CEILING
— @ EL. 1 V-0" A.F.F.
PAINTED T&G CEILING
@ EL. +/- 10'-0" A.F.F.
GYP. BD. CEILING
(t7 EL. 9'-0" A.F.F.
2 rA 1
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WALL TYPE LEGEND
SYMBOL
DESCRIPTION
■ ■
EXISTING FURRED, 8" CMU EXTERIOR WALWITH NEW GLAZING
DESCRIPTION
EXISTING FRAMED INTERIOR WALL TO REMAIN
NEW, 8" CMU WALL WITH FILLED CELS AND REINFORCING. 1 YZ'
■ ■
METAL FURRING STRIPS @a 16" O.C. MAX. SPACING WITH R-4.5
MIN. RIGID INSULATION BOARD AND %" GYP. BD.
NEW 3 5/8" METAL STUD WALL WITH a" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL
NEW 3 5/8" METAL STUD WALL WITH %" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL AND SOUND ATTENUATING
FIBERGLASS BATT INSULATION BETWEEN STUDS.
CEILING PLAN LEGEND
SYMBOL DESCRIPTION
INTERIOR: PAINTED SMOOTH GYPSUM BOARD
EXTERIOR: PAINTED STUCCO CEILING FINISH
ACOUSTIC CEILING TILE SYSTEM:
ARMSTRONG 2X2 DUNE TEGULAR WITH
SUPRAFINE %fi" GRID
6" EXTERIOR RATED RECESSED LED CAN
LIGHT FIXTURE
RECESSED LED DIRECTIONAL WALL WASHER
ART LIGHTING FIXTURE
LAY -IN OR SURFACE MOUNTED, 2' x Z LED FIXTURE
LAY -IN OR SURFACE MOUNTED. 2' x 4' LED FIXTURE I
SURFACE MOUNTED, V x 4' LED FIXTURE
DECORATIVE PENDANT LIGHT PER
I.D. SPECIFICATIONS
DECORATIVE SCONCE LIGHT PER
I.D. SPECIFICATIONS
EXTRUDED CHANNEL LIGHTING -WALL
MOUNTED BEHIND WALL ART
CEILING FAN / LIGHT COMBO PER
I.D. SPECIFICATIONS
EMERGENCY LIGHT FIXTURE WALL PACK
WITH BACK-UP BATTERY
EXHAUST FAN
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
2x2 RETURN AIR GRILL
SECURITY CAMERA LOCATIONS - SECURITY
SYSTEM AND COMPONENTS BY OTHERS
ILLUMINATED EXIT SIGNAGE PER I.D.
SPECIFICATIONS
JUNCTION BOX
NOTE:
COORDINATE HVAC SUPPLY DIFFUSERS & RETURN AIR GRILLS WITH
MECHANICAL ENGINEERING PLAN.
*ALL OTHER SYMBOLS REFER TO ELECTRICAL LIGHTING/POWER PLANS
AND SPECIFICATIONS.
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FLAT ROOF DRAINAGE
CALCULATIONS
HIGH FLAT ROOF AT ENTRY STRUCTURE
HORIZONATLLY PROJECTED FLAT ROOF AREA (square feet)
240.25 SQ. FT.
COMBINED ROOF AREA (square feet)
240.25 SQ. FT.
COMBINED ROOF AREA (square feet)
240.25 SO. FT.
Rainfall Rate (inches per hour)
4.5 INCHES
VOLUME OF ACCUMULATED RAINFALL PER HOUR:
90.1 CU. FT. = 674 GAL. PER HR
TOTAL GALLONS PER MINUTE
1 1.25 GPM
NUMBER OF 2 2" X 2�2" MIN. DRAIN LEADERS PROVIDED: (1)
11 .25 GPM / 1 = 11.25 GPM PER LEADER
(2 %" X 2 %" VERTICAL LEADERS = 54 GPM CAPACITY)
LOW FLAT ROOF AT MAIN STRUCTURE
HORIZONATLLY PROJECTED FLAT ROOF AREA (square feet)
2,379 SQ. FT.
%z AREA OF CONTRIBUTING VERTICAL PARAPET (square feet) 177.5 SQ. FT.
COMBINED ROOF AREA (square feet)
2,556.5 SQ. FT.
COMBINED ROOF AREA (square feet)
2,556.5 SO. FT.
Rainfall Rate (inches per hour)
4.5 INCHES
VOLUME OF ACCUMULATED RAINFALL PER HOUR:
958.7 CU. FT. = 7,172 GAL. PER HR
VOLUME OF ACCUMULATED RAINFALL PER MIN:
120 GPM
CONTRIBUTING HIGH ROOF AREA (GPM)
1 1.25 GPM
TOTAL GALLONS PER MINUTE
131.25 GPM
NUMBER OF 2x4 MIN. DRAIN LEADERS PROVIDED: (4)
131 .25 GPM / 4 = 33 GPM PER LEADER
(2x4 VERTICAL LEADERS = 92 GPM CAPACITY)
ROOFING SPECIFICATIONS & NOTES
PRE -FABRICATED MECHANICAL CURB SYSTEM (OPTIONAL COMPONENT)
GUTTER & RAIN LEADER SYSTEMS.
FIRESTONE INSULATED METAL CURB SYSTEM - ATTACHMENT PER MANUFACTURERS & NOA
DECORATIVE GUTTER SYSTEMS BY OWNER. RAIN LEADERS TO DISCHARGE TO CONCRETE SPLASH
REQUIREMENTS. (OR APPROVED EQUAL)
BLOCKS ON EXISTING CONCRETE PAVEMENT AND SHEET FLOW TO EXISTING STORMDRAINAGE SYSTEM
ROOF PENETRATION FLASHING .
TPO ROOF ASSEMBLY - BY FIRESTONE TPO UltraPly :
FIRESTONE TPO UltraPly CUSTOM ACCESSORIES (OR APPROVED EQUAL)
FIRESTONE TPO UltraPly SINGLE PLY ROOF SYSTEM OVER WOOD DECK. " NOA-16-0628.03 "
CAP FLASHING & EAVE DRIP EDGE FLASHING
CONTINUOUS PRE -FINISHED GALVALUME CAP FLASHING, WALL COUNTER FLASHING AND EAVE DRIP
EDGE FLASHING - PRE -FINISHED TO MATCH METAL ROOF COLOR MANUFACTURERTO BE
DETERMINED
2
A-3.01
1
A-3.01
A
A-2.01
ROOFING LEGEND
SYMBOL
DESCRIPTION
"- -
TPO SINGLE PLY MEMBRANE ROOFING SYSTEM :
_ - . -
FLAT ROOFING SYSTEMS TO BE: "FIRESTONE TPO UltraPly" MECHANICALLY
_ _
FASTENED ROOFING SYSTEM (OR APPROVED EQUAL) OVER NEW SPECIFIED RIGID
- -
INSULATION AND 22 GA CORRUGATED DECKING - SEE STRUCTURAL DRAWINGS
FOR DECK ATTACHMENT. FASTENING PER MANUFACTURERS NOA REQUIREMENTS.
3'-2"
PARAPET WALL 10" "
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NEW WOMEN'S
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WALL TYPE LEGEND
SYMBOL
DESCRIPTION
EXISTING FURRED, 8" CMU EXTERIOR WALWITH NEW GLAZING
EXISTING FRAMED INTERIOR WALL TO REMAIN
NEW, 8" CMU WALL WITH FILLED CELS AND REINFORCING. 1 %Z'
METAL FURRING STRIPS @ 16" O.C, MAX, SPACING WITH R-4.5
MIN. RIGID INSULATION BOARD AND %" GYP. BD.
NEW 3 5/8" METAL STUD WALL WITH a" GYPSUM BOARD
SHEATHING, BOTH SIDES OF WALL
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INFORMATION
SCHEDULED SUSPENDED
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2x10 P.T. SUB -FASCIA ATTACHED
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GYP. BD SOFFIT ON 3
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MAXIMUM SPACING
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BETWEEEN TRUSSES
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STRUCTURAL SPECIFICATIONS
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CL
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— FURTHER INFORMATION
2x6 P.T. FASCIA ATTACHED TO
STUCCO WALL
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SYSTEM OVER /32' CDX PLYWOOD
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3 PART STUCCO FINISH ON PAPER
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R STRUC RAL SPECIFICATIONS STRUCTURAL DRAWINGS
CONTIUOUS BUILDING WRAP ON
FOR MORE INFORMATION
D
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3-PLY GIRDER TB-1 - SEE STRUCTURAL
TRUSS DRAWINGS FOR MORE
Imo.,
OPEN CELL FOAM INSULATION
INFORMATION
SPRAY APPLIEDTO UNDERSIDE
OF ROOF SHEATHING - R-20 MIN.
GYP BOARD ON 1 %"
INTUMESCENT PAINT APPLIED
%4' WOOD FURRING METAL FURRING
TO INSULATION TO CREATE A 20
STRIPS @ 24" O.C. CHANNELS @ 16" O.C.
MINUTE FIRE BARRIER MINIMUM
MAX @UNDERSIDE MAX SPACING WITH RA
p
PAINTED WOOD TONGUE OF WOOD TRUSSES MIN FI-FOIL INSULATION
-
Te
AND GROOVE CEILING
WIRE MESH LATHATALL MATERIAL
CHANGE JOINTS FOR CRACK
PAINTED WOOD
_.;
PREVENTION - MIN. 12"
CROWN MOLDING
71—
PRECAST LINTEL SEE
STRUCTURAL DRAWINGS
PAINTED WOOD JAMB
FOR MORE INFORMATION
AND CASING - I.D. TO
SELECT TRIM PROFILES
FLUID APPLIED WEATHER
PROOFING MEMBRANE FLASHING
FROM INSIDE OF BUCK TO 12"
AROUND ROUGH OPENING
RETURN STUCCO TO DOOR
FRAME
1 X P T. BUCK
'O FERENCE
A/C
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a
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(2) 2X8 CONT P.T. LEDGER - SEE
STRUCTURAL DRAWINGS FOR
MORE INFORMATION
BB-1 - SEE STRUCTURAL DRAWINGS
FOR MORE INFORMATION
BOTTOM OF TRUSSES _
@ EL. +/- 10'-0" A.F.F.
TB-1 -SEE STRUCTURAL DRAWINGS
FOR MORE INFORMATION
ACT CEILING_0_
@ EL. 9'-0" A.F.F.
NEW 8" CMU WALL - SEE STRUCTURAL
DRAWINGS FOR MORE INFORMATION
3 PART SMOOTH STUCCO FINISH
ON 8" CMU BLOCK WALL
CONTINUOUS 1-Y2"
WATERSTOP @ SLAB EDGE
CONTINUOUS VINYL WEEP
SCREED AT BASE OF STUCCO
NEW FOUNDATIONS AT NEW
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DRAWINGS FOR MORE
SLOPE
—i
PAINTED METAL FLASHING
WITH DRIP EDGE OVER
ROOF MEMBRANE TURNED
UP CANT STRIP COVER
WITH COUNTER FLASHING
OPEN CELL FOAM INSULATION
SPRAY APPLIED TO UNDERSIDE
OF ROOF SHEATHING - R-20 MIN.
INTUMESCENT PAINT APPLIED
TO INSULATION TO CREATE A 20
MINUTE FIRE BARRIER MINIMUM
SCHEDULED SUSPENDED
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60 mil TPO ROOF MEMBRANE SYSTEM OVER
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PER STRUCTURAL SPECIFICATIONS
60 mil TPO ROOF MEMBRANE s
4
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Z
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BUILT-UP STUCCO BAND U
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SPECIFICATIONS LL
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— PRE -FABRICATED
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~
WOOD TRUSSES @ 24"
DRAWINGS FOR MORE INFORMATION
O.C. MAX SPACING - 2X8 FRAMED WALL
STRUCTURAL
CID
ENGINEERING
DRAWINGS FOR
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INFORMATION DRIP EDGE OVER ROOF
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Lu
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ACT CEILING
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—PRE-FABRICATED
WOOD TRUSSES @ 24"
O.C. MAX SPACING -
SEE STRUCTURAL
ENGINEERING
DRAWINGS FOR
FURTHER
INFORMATION
SCHEDULED SUSPENDED
ACOUSTICTILE CEILING
SYSTEM
rp
24' O.C, MAX
PAINTED WOOD TONGUE
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20 GA MTL FRAMING @ 16"
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Ya' GYP BOARD ON 20 GA. 1 Y2"
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BOARD ON EACH SIDE OF
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AROUND ROUGH OPENING
3 YQ'x20 GA METAL STUDS @
O.C. WITH R-4 MIN FI-FOIL
16" O.C. MAXIMUM SPACING
INSULATION (PERFORATED)
PAINTED WOOD WINDOW CASING
STOREFRONT DOOR AND
- I.D. TO SELECT PROFILE
TRANSOM SYSTEM
BUILDING CROSS SECTION
SCALE: 1" = V-0"
ENLARGED SECTION AT SOFFIT ( 4
SCALE: 1" = 1'-0" \ A-5.03
----- INTERIOR - - - -
_STOREFRONT_._.__ .
- - -WINDOW
. f3emb
...............
PAI NTED WAi NSCOTI NG = -
I.D,.TO-SELECT PROFILE
- - - - - -SCHEDULED-
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Pi INTED.WOO.D.CA.SING--I.D.- .
- - TO -SELECT PROFILE
PAINTED WO -OD -BASE
.........
MOLDING - I.D. TO
SELECTPROFILE
-----------------
------------------
-I.D.-SELECTED TILE
CONTINUOUS PRE -FINISHED FLASHING
@ BASE OF WINDOW OPENING
NEW FOUNDATIONS AT NEW
WALLS - SEE STRUCTURAL
DRAWINGS FOR MORE
I NFORMATI ON
\X/
\ RI T C P DD A \ \\
BUILDING CROSS
SECTION 3
SCALE: 1" = V-0" A-5.03
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?X6 CONT. P.T. FRAMED WALL
SEE STRUCTURAL DRAWINGS
'OR FURTHER INFORMATION
'.X8 CONT, P,T. FRAMED WALL
SEE STRUCTURAL DRAWINGS
'OR FURTHER INFORMATION
JEW 8" CMU WALL - SEE
STRUCTURAL DRAWINGS FOR
'URTHER INFORMATION
ENLARGED PLAN AT EYEBROW RETURN
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DRAWINGS FOR CONNECTORS &
SHEATHING - ATTACHMENT PER
FASTENING REQUIREMENTS
STRUCTURAL SPECIFICATIONS
(2) 2X8 CONT. P,T, WOOD LEDGER
- SEE STRUCTURAL DRAWINGS
PF
FABRICATED WOOD TRUSSES
Ca
FOR FURTHER INFORMATION
24" O.C. MAX SPACING - SEE
S7FUCTURAL
ENGINEERING DRAWI
OR FURTHER INFORMATION
2X8 WOOD BLOCKING IN
LINE WITH 2X LEDGERS
BOTTOM OF TRUSSES_
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2X4 WOOD BLOCKI
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BE
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- SEE STRUCTURAL DRAWINGS
SEE STRUCTURAL
DRAWINGS
PLATE - SEE
STRUCTURAL
FOR FURTHER INFORMATION
FASTENING
REQUIPdMEN7S
2X8 CONT, P7. WOOD FRAMED WALL
16" O.C.- SEE STRUCTURAL DRAWINGS
FOR FURTHER INFORMATION
3 PART SMOOTH STUCCO OVER PAPER
BACKED WIRE LATH ON 15# FELT OVER
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I NFORMATI ON
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DOOR SCHEDULE
DOORS
FRAMES
EXTERIOR DOOR INFORMATION
SIZE
HURRICANE
DOOR
HDWR.
O
p
OPENING
GROUP
DESIGN
EGRESS
IMPACT
LL
NO.
WIDTH
HEIGHT
THK.
MATERIAL
TYPE
MAT.
SET
GLAZING
NOA No. or FPA No.
PRESSURE
(Y/N)
(Y/N)
REMARKS
101
6'-0" (DBL)
8'-0"
1%"
ALUM/GLASS
1
ALUM
1
GREEN
17-11 14.01 / 01.17.23
+60.0/-60.0
Y
Y
ANODIZED ALUMINUM STOREFRONT ENTRY DOORS - COLOR TO MATCH WINDOW SAMPLE
102
4'-4"
8'-0"
1%"
GLASS
7
ALUM
6
CLEAR
N/A
N/A
N
N
INTERIOR GLASS PIVOT DOOR, CLEAR GLAZING
103
3'-0"
7'-0"
Ill.ALUM/GLASS
4
ALUM
4
CLEAR
N/A
N/A
N
N
INTERIOR STOREFRONT FRENCH DOOR, CLEAR GLAZING
104
3'-0"
7'-0"
1
ALUM/GLASS
4
ALUM
3
CLEAR
N/A
N/A
N
N
INTERIOR STOREFRONT FRENCH DOOR, CLEAR GLAZING
105
3'-0"
7'-0"
12"
ALUM/GLASS
4
ALUM
4
CLEAR
N/A
N/A
N
N
INTERIOR STOREFRONT FRENCH DOOR, CLEAR GLAZING
106
3'-0"
7'-0"
1
ALUM/GLASS
4
ALUM
4
CLEAR
N/A
N/A
N
N
INTERIOR STOREFRONT FRENCH DOOR, CLEAR GLAZING
107
3'-0"
7'-0"
ill,VINYL
2
VINYL
2
N/A
17-1026.25 / 02.24.22
+170 / -170
Y
Y
PAINTED STEEL EXTERIOR DOOR
108
3'-0"
7'-0"
1
WOOD
5
WOOD
3
N/A
N/A
N/A
N
N
SOLID CORE WOOD, INTERIOR, FLUSH PANEL, PAINTED
109
3'-0"
7'-0"
12"
WOOD
5
WOOD
3
N/A
N/A
N/A
N
N
SOLID CORE WOOD, INTERIOR, FLUSH PANEL, PAINTED
110
3'-0"
7'-0"
1"
WOOD
6
WOOD
5
N/A
N/A
N/A
N
N
SOLID CORE WOOD, INTERIOR, PAINTED POCKET DOOR
111
6'-0" (DBL)
7'-0"
12;,,
VINYL
2
VINYL
2
N/A
17-1026.25 / 02.24.22
+170 / -170
Y
Y
PAINTED STEEL EXTERIOR DOUBLE DOORS
NOTES+170 PSF/-170 PSF
1. ALL EGRESS DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE. LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY,
A TOOL OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE.
2. ALL EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED PER MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE OR FLORIDA PRODUCT APPROVAL.
3. GENERAL CONTRACTOR TO PROVIDE ELECTRONIC PRODUCT SUBMITTALS OR (1) DIGITAL COPY AND ONE SAMPLE OF EACH.
4. HARDWARE SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO ORDERING.
5. HARDWARE MANUFACTURER TO PROVIDE EMBOSSING TO IDENTIFY KEYS AT NO ADDITIONAL COST TO OWNER.
6. ALL HARDWARE TO COMPLY WITH STATE, LOCAL CODES AND REQUIREMENTS.
7. HARDWARE SUPPLIER TO REVIEW PLANS, SCHEDULE AND PROVIDE ANY ITEM REQUIRED TO COMPLETE THE SET; VERIFY ALL QUANTITIES AND DOOR SWINGS.
8. FINAL FINISH SELECTION BY OWNER AND ARCHITECT.
9. ALL DOORS WITHOUT SEALS SHALL HAVE MUTES.
10. ALL WOOD DOORS TO BE PAINTED. CONTRACTOR TO SUBMIT COLOR SAMPLES TO OWNER FOR APPROVAL, PRIOR TO INSTALLATION.
11. SEE PLANS FOR OPENING WIDTHS. FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION.
HARDWARESCHEDULE OWNER
(COORDINATE WITH REQUIREMENTS)
HARDWARE
HINGE
LOCKSET
SURFACE HARDWARE
MISC. HARDWARE
REMARKS
—
SET NO.
EXTERIOR MORTISE, ENTRY LOCK, CUSTOM ENTRY LEVER
PANIC HARDWARE FOR EGRESS DOORS,
DOOR SWEEP/ SEALED THRESHOLD,
1
3 PR 4 � X 4 � BALL BEARING NRP
2 2
SET WITH 5 POINT LOCKING SYSTEM
SURFACE MOUNTED DOOR CLOSERS - FINISH TO
WEATHERSTRIPPING, IMPACT RESISTANT, DOOR
STOREFRONT ENTRY DOOR
STAINLESS STEEL
MATCH DOOR HARDWARE
MOUNTED STOPS
3 PR 4 � X 4 � BALL BEARING NRP
EXTERIOR MORTISE, ENTRY LOCK, COMMERCIAL LEVER SET
PANIC HARDWARE FOR EGRESS DOORS,
DOOR SWEEP/ SEALED THRESHOLD,
2
2 2
WITH DEADBOLT
SURFACE MOUNTED DOOR CLOSERS - FINISH TO
EXTERIOR DOORS
STAINLESS STEEL
MATCH DOOR HARDWARE
WEATHERSTRIPPING, IMPACT RESISTANT
3
3 PR 4 2 X 4 2 BALL BEARING NRP
INTERIOR MORTISE PRIVACY LOCKS
LEVER SET,SURFACE MOUNTED DOOR CLOSERS
FLOOR MOUNTED DOOR STOPS, MUTES
INTERIOR DOORS
STAINLESS STEEL
- FINISH TO MATCH DOOR HARDWARE
4
3 PR 4 ; X 4; BALL BEARING NRP
INTERIOR MORTISE KEYED LOCK SET
LEVER SET,SURFACE MOUNTED DOOR CLOSERS
FLOOR MOUNTED DOORSTOPS MUTES
INTERIOR DOORS
STAINLESS STEEL
- FINISH TO MATCH DOOR HARDWARE
5
NONE -HEAVY DUTY POCKET
COMMERCIAL POCKET DOOR SET
POCKET DOOR - PULLS T.B.S.
METAL TRACK WITH HEAVY DUTY ROLLERS
POCKET DOORS
DOOR SLIDES
6
CUSTOM PIVOT ROD - OWNER
NONE
CUSTOM DOOR PULL -OWNER SELECTED
FLOOR MOUNTED DOOR STOPS, MUTES, CUSTOM
INTERIOR DOORS
SELECTED
PIVOT ROD AND FLOOR MOUNT - OWNER SELECTED
2:,
3'-0" 3'-0"
N
J
3'-4" VARIES
2 2„ _ 3'-0" 2"-,-�.. SEE PLAN
N
FACTORY PREPED.-:..:..:.-:.-
GALVANIZED PAINTED
H
..........
H.M. FRAME
/// . - . - .
----- / --------------
FLUSH PANEL PAINTED ---------------------------
COMMERCIAL STEEL _..._._ .................... .... . . .
DOORS - :.:.:. _______________ .....
-
.. ................. 7 �_�
.�............
........:.........:
SCHEDULED DOOR .........................
HARDWARE
...... ....: ..:..� ...........................................
INSULATED GLAZING
FOR SOUND
ATTENUATION
WHITE PAINTED
ALUMINUM FRAME
CLEAR FIXED GLAZING
LABELED SAFETY GLASS
SCHEDULED DOOR
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9'-8"
1 '-6" , , 6'-0" 1 '-W
3'-0"
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2'-10%2" V-5%2"
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INTERIOR FLUSH
INTERIOR FLUSH
INTERIOR GLASS PIVOT
FLUSH PANEL
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PANEL SOLID CORE
PANEL SOLID CORE
DOOR WITH SIDELIGHT
DOUBLE DOOR
ASSEMBLY
WOOD DOOR
WOOD POCKET DOOR
ASSEMBLY
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6
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NOTES
WIDTH
HEIGHT
A
9'-8"
10'-2"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
B
9'-0"
4'-8"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
C
3'-4"
4'-8"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
D
5 -10
4 -8
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS -IMPACT RATED
E
4'-6"
4'-2"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
F
3'-0"
3'-2"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
G
-
4' 6"
-
3' 2"
STOREFRONT
ALUM.
GREEN/FIXED
-
FL# 25574.1 R1 / 12.26.22
+ -
60.0/ 60.0
-
ANODIZED ALUMINUM FRAME TINTED GREEN GLASS IMPACT RATED
,
H
3'-4"
3'-2"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
J
8'-0"
5'-8"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
K
8'-0"
10'-2"
STOREFRONT
ALUM.
GREEN/FIXED
FL# 25574.1-R1 / 12.26.22
+60.0/-60.0
ANODIZED ALUMINUM FRAME, TINTED GREEN GLASS - IMPACT RATED
L
9'-6"
7'-2"
STOREFRONT
ALUM.
CLEAR/FIXED
N/A
N/A
ANODIZED ALUMINUM FRAME, CLEAR GLASS - INTERIOR WINDOW - LABELED SAFETY GLASS
M
4'-0"
4'-0"
STOREFRONT
ALUM.
CLEAR/FIXED
N/A
N/A
ANODIZED ALUMINUM FRAME, CLEAR GLASS - INTERIOR WINDOW
IN
6'-3"
7'-2"
STOREFRONT
ALUM.
CLEAR/FIXED
N/A
N/A
ANODIZED ALUMINUM FRAME, CLEAR GLASS - INTERIOR WINDOW - LABELED SAFETY GLASS
NOTES:
1. ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING) DIMENSIONS, PROVIDE ENGINEERED SHOP DRAWINGS & MIAMI DADE PRODUCT APPROVAL NOTICES FOR ALL WINDOWS, EXT. DOORS, & STOREFRONT SYSTEMS.
2. ALL EXTERIOR GLAZING UNITS SHALL BE IMPACT RESISTANT WITH MIAMI-DADE COUNTY PRODUCT APPROVAL. (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS.)
3. ALL DOORS & WINDOWS SHALL MEET WIND LOAD CRITERIA DESCRIBED IN ARCHITECTURAL DRAWINGS.
4. SEE PLANS FOR OPENING WIDTHS. FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION.
5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED PER MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE.
6. ALL NEW EXTERIOR WINDOWS AND DOORS SHALL INCORPORATE FLUID APPLIED FLASHING MEMBRANE AT MASONARY ROUGH OPENINGS. ON HEAD, JAMB & SILL OF OPENING & ON EXTERIOR SURFACE OF WALL - 12" BEYOND OPENING.
0?
In
O
CO
N
CO
N
8'-0"
2" 2" 2'
EQ. VV EQ. EQ.
0
O
ANODIZED
ALUMINUM _
FRAMES & `y
MULLIONS
CD
N
8'-0"
EQ. 2" EQ. 2VV
" EQ.
-----------------------
-----------------------
-----------------------
-----------------------
-----------------------
---FIXED ;--IMPACT _-_._.
-----------------
-----RIOTED, -LOW-E-------
-GlAZING-- -GREEN---
-----------------------
-----------------------
-----------------------
-----------------------
-----------------------
-----------------------
------------------------
------------------------
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........................
------------------------
-----F-IXED,--IMPACT----
-----------------------
-----RAT€D; LOW=E-------
GLAZING -=-GREEN--
-----------------------
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T
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-"-fYXED; -IMRT -"-"-
RATED;- 0-WE--'---
G-LAZI-NG --GREEN:
----------------------
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ANODIZED
ALUMINUM
FRAMES &
MULLIONS
ANODIZED
ALUMINUM
FRAMES &
MULLIONS
N
O
C`7
4'-6"
4'-2"
.......................................
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...........
FI%EED;. IMPACT.......... _
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ANODIZED
ALUMINUM
FRAMES & N
MULLIONS
N Co
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9'-8"
1 '-6" 2" 2" 6'-0" VV 1 '-6" 2'
3'-0"
.. 2'-8" .
ANODIZED
ALUMINUM
FRAMES & N
MULLIONS
N O
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4
4'-6"
4'-2"
ANODIZED
ALUMINUM
FRAMES &
MULLIONS
0
N
9'-0"
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4'-3" 4'-3"
ANODIZED
ALUMINUM
FRAMES & N
MULLIONS
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4
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ANODIZED
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MULLIONS
FLOOR HEIGHT
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2 -0' 2" 4'-4" 2„ 2'-0"
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4'-0"
3'-8" 2,
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FRAMES & N----------------------------------- FRAMES & N -
MULLIONS ------------------ MULLIONS
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