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MATERIAL LEGEND
<br />CONSTRUCTION NOTES
<br />GENERAL NOTES
<br />WILDING CODE IWORMATION
<br />INDEX OF DRAWINGS
<br />EARTH/ FILL
<br />I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL
<br />I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF
<br />APPL ICA6LE GORES AND STANDARDS
<br />TI TITLE SHEET
<br />`..
<br />BRICK
<br />BE IN ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL
<br />MEET A CLA55 "B" INTERIOR FINISH RATING IN EXIT AND EXIT
<br />ACCESS AREA. CLASS "C" ELSEWHERE.
<br />THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA
<br />PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL
<br />ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE,
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />• BUILDING
<br />TZ A HUREVIATION SHEET
<br />T3 RESPONSIBILITIES SCHEDULE
<br />AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES
<br />• PLUMBING
<br />a �: •
<br />G CONCRETE
<br />STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE
<br />2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE
<br />WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT,
<br />MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT
<br />BE USED.
<br />HAVING LOCAL JURISDICTION.
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN
<br />ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL
<br />CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT
<br />• MEG-IANICAL
<br />• FUEL GAS
<br />• ELECTRICAL
<br />• EXISTING BUILDING
<br />Di EXISTING / DEMOLITION ARCHITECTURAL SITE
<br />MAN
<br />DZ EXISTING /DEMOLITION FLOOR PLAN
<br />03 EXISTING / DEMOLITION ELEVATIONS
<br />2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
<br />CMU- LARGE SCALE
<br />CMU- SMALL SCALE
<br />3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE
<br />IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18"
<br />A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS,
<br />TEMPERED GLA55 OR ACRYLIC PLASTIC SHEET. PER FBC-2406.1
<br />4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES
<br />A201•
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE
<br />TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN
<br />FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN
<br />VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF
<br />ASI ARCHITECTURAL SITE FLAN AND DETAILS
<br />Ala EQUIPMENT FLOOR PLAN
<br />Alb EQUIPMENT FLOOR PLAN AND SCHEDULE
<br />FLORIDA FIRE PREVENTION CODE FIFTH EDITION
<br />NFPA 101 LIFE SAFETY CODE FLORIDA EDITION
<br />NATIONAL ELECTRICAL CODE 2010 EDITION
<br />METAL -LARGE SCALE
<br />BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL
<br />PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS,
<br />PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21"
<br />ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE
<br />THE AUTHORITIES HAYING JURISDICTION OVER THE WORK, AND OF
<br />ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN,
<br />Alc ENLARGED TOILET PLAN AND TOILET
<br />ELEVATIONS
<br />A2 REFLECTED CEILING PLAN AND DETAILS
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />USE AND OCCUPANCY CLASSIFICATION
<br />METAL OR SHEET METAL -SMALL SCALE
<br />l,! /
<br />% WOOD FINISH
<br />STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG
<br />12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF
<br />AN ACCE5515LE ROUTE OR MANEUVERING SPACE.
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT
<br />EXPERIENCED IN THE WORK OF THEIR TRADE, TO ENSURE FIRST
<br />CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE
<br />STANDARDS SHALL BE REMOVED AND REPLACED AT NO
<br />ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO
<br />REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR
<br />A3 ROOF PLAN AND DETAILS
<br />Aq, EXTERIOR ELEVATIONS
<br />Asa WALL SECTIONS
<br />A5b WALL SECTIONS
<br />ASSEMBLY -GROUP A3
<br />WOOD BLOCKING CONTINUOUS
<br />LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED
<br />CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCE55ORIES,
<br />GRAB BARS, WALL STOPS, ETC- ISGA. GALV. FLAT METAL MAY BE
<br />USED IN LOCATIONS APPROVED BY ARCHITECT.
<br />MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE
<br />SUBCONTRACTOR
<br />5. IT 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO
<br />A6d INTERIOR ELEVATIONS
<br />Abb INTERIOR ELEVATIONS
<br />Al DOOR SCHEDULE / DETAILS
<br />CLASSIFICATION OF WORK
<br />DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE
<br />I01e FINISH FLOOR
<br />WOOD BLOCKING INTERMITTENT
<br />rc. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN
<br />SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT
<br />PARTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED
<br />PER FEBC EXISTING BUILDING SECTION 405 -ALTERATION LEVEL-3
<br />IDIb FINISHES SCHEDULES
<br />!171 PLYWOOD
<br />THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL
<br />FIRE MARSHAL.
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE
<br />DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE
<br />REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
<br />N1 ARG41TECTURAL SPECIFICATIONS
<br />N2 ARCHITECTURAL SPECIFICATIONS
<br />GENERAL BUILDING HEIGHTS AND AREAS
<br />1. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />AFTER COMPLETION OF THE PROJECT.
<br />TABLE 503
<br />MAX. ALLOWED
<br />PROVIDED
<br />GYPSUM WALLBOARD
<br />ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C
<br />(036.
<br />(c. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT
<br />PI PLUMBING SANITARY PLAN, SCHEDULE / RISE
<br />TOTAL BUILDING AREA
<br />60M
<br />2,411
<br />11 111 11 1 litDAMAGE
<br />OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED
<br />RIGID INSULATION
<br />8. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM
<br />SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/
<br />MI MECHANICAL PLAN/DETAIL t LEGEND
<br />BUILDING HEIGHT
<br />40'
<br />19'-0"
<br />�vr -;v' C"C' �
<br />BATT INSULATION
<br />SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND
<br />SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH
<br />ASTM E 84.
<br />FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON
<br />CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED
<br />BY THE
<br />E, GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE
<br />E) ELECTRICAL LIC'�iTINi3 PLAN
<br />E2 ELECTRICAL POWER MAN
<br />PLAN
<br />NUMBER OF STORIES
<br />I
<br />I
<br />- TOTALS REFLECT AREA MODIFICATION AS FOLLOWS:
<br />9. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND
<br />RISER
<br />RI
<br />EE3 ELECTRICAL RISCHEDULES
<br />WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONA55OR5ENT
<br />SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF
<br />NEW COMPONENTS.
<br />FRONTAGE INCREASE PER FB06 C 52 = 9ld0go
<br />AUTOMATIC SPRINKLER SYSTEM PER FBC 5062 = 0.0mo
<br />ELECTRICAL SPECIFICATIONS AND LEGEND
<br />FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF
<br />A TYPE THAT 15 NOT ADVERSELY AFFECTED BY MOISTURE.
<br />8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF
<br />EXISTING GROSS BUILDING AREA 2331 SQF
<br />CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL
<br />ADDITION GROSS BUILDING AREA 140 SQF
<br />10. 51GNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE
<br />NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT
<br />2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
<br />IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TOTAL GROSS BUILDING AREA 2,411 SQF
<br />AND SHALL COMPLY WITH CHAPTER 1 SECTION 103 SIGNS.
<br />TO BE PERFORMED.
<br />'
<br />TYPES OF CONSTRUCTION
<br />11. GENERAL CONTRACTOR TO PROVIDE A FINAL CONCLUSION REPORT
<br />STATING COMPLIANCE WITH "NFPA -101:
<br />STANDARD METHODS OF FIRE TESTS FOR FLAME PROPAGATION OF
<br />9. It SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
<br />PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE
<br />PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION 15
<br />Q��/}�
<br />�/ ' ' I�L LEGEND
<br />TEXTILES AND FILMS."
<br />REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR
<br />TYPE OF CONSTRUCTION - VB UNSPRINKLERED
<br />CALIFORNIA FIRE MARSHAL REPORT IS ACCEPTABLE.
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW
<br />CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
<br />_
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN
<br />BUILDING ELEMENT
<br />REQUIRED
<br />PROVIDED
<br />BUILDING SECTION SYMBOL
<br />GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR),
<br />AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (1)
<br />PRIMARY STRUCTURAL FRAME
<br />0 HR
<br />0 HR
<br />YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL
<br />BEARING WALLS -EXTERIOR
<br />0 HR
<br />0 HR
<br />COST TO THE OWNER
<br />BEARING WALLS - INTERIOR
<br />0 HR
<br />0 HR
<br />_
<br />11. It SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR
<br />CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S.
<br />NONBEARING WALLS AND PARTITIONS -
<br />EXTERIOR
<br />0 HR
<br />0 HR
<br />NONBEARING WALLS AND PARTITIONS -
<br />INTERIOR
<br />0 HR
<br />0 HR
<br />WALL SECTION SYMBOL
<br />DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS
<br />AND EMPLOYEES t0 COMPLY WITH THIS LAW, AND ANY RELATED
<br />_
<br />STATE OR LOCAL LAWS.
<br />12, THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS
<br />COULD BE SECURED. THEIR A55OLUTE ACCURACY 15 NOT
<br />GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT LOCATIONS,
<br />FLOOR CONSTRUCTION AND SECONDARY
<br />MEMBERS
<br />HR
<br />0 HR
<br />ROOF CONSTRUCTION AND SECONDARY
<br />MEMBERS
<br />0 HR
<br />0 HR
<br />DETAIL SYMBOL
<br />MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL
<br />SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF
<br />TABLE 602 - FIRE RESISTANCE RATII G FOR EXTERIOR WALLS BEARING AND NON BEARING
<br />THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS
<br />BASED ON FIRE SEPARATION DISTANCE
<br />WITH THE ARCHITECT PRIOR TO COMMENCING WORK.
<br />FIRE SEPARATION DISTANCES
<br />REQUIRED
<br />PROVIDED
<br />_
<br />13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL
<br />NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER
<br />LESS THAN 5'-0"
<br />I HR
<br />WA
<br />'� -- DETAIL SYMBOL
<br />ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF
<br />RECORD.
<br />FROM 5'-0" 70 10'-0"
<br />I HR
<br />N/A
<br />FROM 10-0" TO 20'-0"
<br />0 HR
<br />N/A
<br />`
<br />FROM 20-0" 70 30'-0"
<br />0 HR
<br />N/A
<br />F.F.E. ELEVATION MARK
<br />GREATER THAN 30-0"
<br />0 HR
<br />N/A
<br />'
<br />FIRE AND SMOKE PROTECTION FEATURES
<br />TOP OF SLAB
<br />�\ INTERIOR ELEVATION MARK
<br />-/--
<br />ASSEMBLY FIRE RATINGS
<br />REQUIRED
<br />PROVIDED
<br />FIRE WALL - 106.1 AND TABLE 106.4
<br />N/A
<br />KEYED DRAWING NOTES
<br />SHAFT AND EXIT ENCLOSURES - 106.4 / 1018.1
<br />LESS THAN 4 STORIES
<br />N/A
<br />OCCUPANCY SEPARATION - 10138 / 508
<br />N/A
<br />O DOOR NUMBER SYMBOL
<br />TENANT SEPARATION - 10al
<br />N/A
<br />`' /�
<br />LORIDA •• ODUCT APPROVAL
<br />EXIT PASSAGEWAY -TOTES / 1022.1
<br />WA
<br />090 ROOM NUMBER SYMBOL
<br />tip
<br />HORIZONTAL EXIT - 1013.4 / 1023.1
<br />N/A
<br />SYSTEM
<br />MANUFACTURER
<br />PRODUCT
<br />APPROVAL NUMBER
<br />SINGLE OCCUPANCY FIRE AREA - 1013.9
<br />N/A
<br />OWINDOW SYMBOL
<br />ENTRANCES
<br />35W
<br />STOREFRONT DOORS
<br />FL 16554.1
<br />CORRIDORS (OCCUPANT LOAD LESS THAN
<br />30) - 1018.1 (UNSPRIWLERED)
<br />N/A
<br />WINDOWS
<br />YKK YHS 50FI
<br />STOREFRONT
<br />FL 142182
<br />1
<br />ROOFING
<br />DURo-LAST
<br />SINGLE -PLY
<br />FL 1559.R8
<br />INTERIOR FINISHES
<br />WINDOWS
<br />QUIKSERV
<br />DRIVE-THRU.
<br />FL 12643,I.R2
<br />REVISION
<br />PROJECT SCOPE
<br />DOORS
<br />PRODUCTS.9
<br />HOLLOW METAL DOORS
<br />FL 14231-R1
<br />INTERIOR WALL AID CEILING FINISH REQUIREMENTS BY OCCUPANCY - TABLE 803DOOR
<br />STRUCTURAL COMPONENT
<br />SIMPSON STRONG TIE
<br />SPI
<br />FL 10456.41-RI
<br />GROUP: ASSEMBLY GROUP A-2 UNSPRINKLERED
<br />1. RENOVATIONS TO A FREE STANDING SINGLE STORY ARBY'S
<br />STRUCTURAL COMPONENT
<br />SIMPSON STRONG TIE
<br />A34
<br />FL 104463
<br />EXIT ENCLOSURES AND EXIT PASSAGEWAYS
<br />CLASS A
<br />STRUCTURAL COMPONENT
<br />SIMPSON STRONG TIE
<br />A35
<br />FL 11418.1
<br />CORRIDORS
<br />CLASS A
<br />RESTAURANT BUILDING INCLUDING EXTERIOR AND INTERIOR
<br />RENOVATIONS. ADD STORAGE ROOM (140 SQR)
<br />2. ALL EXTERIOR SIGNAGE, TO BE SUBMITTED UNDER SEPARATE
<br />STRUCTURAL COMPONENT
<br />SIMPSON STRONG TIE
<br />H3
<br />FL 10456.1E
<br />ROOMS AND ENCLOSED SPACES
<br />CLASS B
<br />MEANS OF EGRESS
<br />WALL TYPES
<br />PERMIT BY THE SIGNAGE CONTRACTOR
<br />3. COMMERCIAL KITCHEN HOOD AND SUPPRESSION SYSTEM IS
<br />TABLE IM411 - MAXIMIl1M FLOOR AREA ALLOW,4NCE PER OCCUPANT
<br />EXISTING TO REMAIN. (NO RENOVATION).
<br />4. GENERAL CONTRACTOR TO SUBMIT PERMIT APPLICATION FOR THE
<br />KEY PLAN SECTION SYMBOL
<br />FUNCTION OF SPACE
<br />OCCUPANTS
<br />ROOFING PERMIT.
<br />5. EXTERIOR METAL CANOPIES AND BAND TO BE SUBMITTED UNDER
<br />SEPARATE PERMIT BY ARBY'S VENDOR
<br />GROUP ASSEMBLY A3
<br />DINING UNCONCENTRATED SEATS
<br />31 PERSONS
<br />DINING -FIXED SEATS
<br />21 PERSONS
<br />STANDING SPACE
<br />25 PERSONS
<br />/y
<br />LOCATION MAP
<br />l I
<br />TEAM
<br />PROJECT TE A
<br />KITCHEN
<br />5 PERSONS
<br />TOTALS
<br />94 PERSONS
<br />- -
<br />aj
<br />�-
<br />ARCHITECT
<br />OLIVERI ARCHITECTS
<br />32101 U.S. HWY.19
<br />PALM HARBOR, FLORIDA 34684
<br />121-181-1525
<br />'r
<br />PROJECT
<br />LOCATION
<br />F:,x a
<br />MEANS OF EGRESS
<br />REQUIRED
<br />PROVIDED
<br />EGRESS WIDTH PER PERSON (LEVEL) - 1005.1
<br />02" x OC = TOTAL
<br />02"X 122=24,4"
<br />MINIMUM CLEAR EXIT DOOR OPENING - 1008.1.1
<br />32"
<br />>32"
<br />rLIIN� MECHANICAL
<br />MDCI FLORIDA INC.
<br />405, 2ND STREET SOUTH, SUITE B
<br />SAFETY HARBOR, FLORIDA 34695
<br />121E698-0398
<br />,u R,anGr
<br />r„ x
<br />-
<br />MINIMUM CLEAR STAIR WIDTH - 1009.1
<br />44"
<br />MAXIMUM COMMON PATH OF TRAVEL - 1014E
<br />15 F7
<br /><15 Fr.
<br />MAXIMUM TRAVEL DISTANCE - TABLE 1016.1
<br />200 FT
<br />g00 FT,
<br />MINIMUM CORRIDOR WIDTH - 10182
<br />44"
<br /><44 FT.
<br />ELECTRICAL
<br />ELECTRICAL CONSULTING AND DESIGN, INC.
<br />9225 ULMERTON ROAD - SUITE G
<br />MAXIMUM DEAD END CORRIDOR LENGTH -
<br />1016.4
<br />20 FT
<br /><20 P•
<br />LARGO, FLORIDA 33-1-11
<br />121-581-4318
<br />.< '� ul,A, `-
<br />MINIMUM NUMBER OF EXITS - 1021.1 / 10212
<br />2
<br />3
<br />as awn -
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<br />. 09. 15
<br />NOTED
<br />Project Mgr: RNS
<br />Drawn: DC
<br />Job:
<br />15-50
<br />Sheet
<br />T2
<br />H:\Projects\Projects 2015\15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\_T2-ABBV.dwg, 6/10/2015 12:07:34 PM, dcosta, AutoCAD PDF (High Quality Print).pc3
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