|
5 1
<br />4
<br />3 1
<br />2 1 1
<br />GENERAL
<br />NOTES
<br />WALL LEGEND
<br />11
<br />11
<br />U-419
<br />NOTES:
<br />THIS MATERIAL IS COPYRIGHTED BY ROJO ARCHITECTURE. ANY REPRODUCTION, COPYING
<br />IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST
<br />GENERAL U L NOTES
<br />- EXTEND WALL TO UNDERSIDE OF STRUCTURE
<br />OR ANY OTHER USE OF THIS MATERIAL WITHOUT THE EXPRESS WRITTEN CONSENT OF ROJO
<br />UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO ROJO WITHIN A REASONABLE
<br />1 HOUR
<br />- 3-5/8" FRAMING W/ 5/8" WALL BOARD
<br />ARCHITECTURE IS PROHIBITED AND CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT ACT
<br />TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO
<br />OF 1976 (TITLE 17 U.S. CODE). VIOLATORS WILL BE SUBJECT TO LEGAL ACTION.
<br />EXECUTE THE WORK.
<br />NOTES:
<br />OWNER / CONTRACTOR / OWNER REPRESENTATIVE WILL SECURE ALL BUILDING PERMITS,
<br />THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER
<br />U-419a
<br />- EXTEND WALL TO UNDERSIDE OF STRUCTURE
<br />INSPECTIONS & CERTIFICATE OF OCCUPANCY, NECESSARY FOR THE EXECUTION AND
<br />AND ROJO INDICATING PHASING OF WORK FROM START TO FINISH OF THE PROJECT.
<br />1 HOUR
<br />- 6" FRAMING IN LIEU OF 3-5/8" REQ'D FOR ARCHITECTURAL CONSIDERATIONS.
<br />COMPLETION OF SCOPE OF WORK. FORWARD COPIES OF EXECUTED PERMITS TO ROJO.
<br />THE CONSTRUCTION OF ALL FIRE RATED WALLS SHALL CONFORM TO REFERENCED
<br />- 5/8" WALL BOARD
<br />see •
<br />AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE ROJO IN WITTING OF ANY
<br />UNDERWRITERS LABORATORIES, INC. (U.L.) OR GYPSUM ASSOCIATION (G.A), REFER TO LIFE
<br />•• • • _
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WORK IS IN
<br />SPECIFIED MATERIAL OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A
<br />SAFETY PLANS AND TO FLOOR PLANS.
<br />COMPLIANCE WITH ALL BUILDING CODES, ORDINANCES AND REGULATIONS OF ALL
<br />DELAY IN THE COMPLETION OF CONSTRUCTION,
<br />SYSTEM NO. U419
<br />• •° •
<br />D CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, WETHER OR NOT SPECIFIED ON
<br />OTHER ASSEMBLIES OF THE SAME OR SIMILAR MATERIALS AND/OR PRODUCTS WHICH HAVE
<br />4B. GYPSUM BOARD' - (AS AN ALTERNATE TO ITEM 4 WHEN USED AS THE BASE LAYER ON
<br />THE DRAWINGS.
<br />ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE
<br />PUBLISHED TEST BY U.L., FACTORY MUTUAL, GYPSUM ASSOCIATION OR OTHER TESTING
<br />ASSEMBLY RATING - 1, 2, 3, OR 4 HR (SEE ITEMS 3 AND 4)
<br />ONE OR BOTH SIDES OF WALL, FOR DIRECT ATTACHMENT ONLY) - NOM 5/8 IN. THICK LEAD
<br />®'
<br />SUPPLIED AND INSTALLED BY THE CONTRACTOR U.O.N.
<br />SERVICES AND WHICH HAVE THE SAME OR GREATER HOURLY RATING MAY BE USED. SUCH
<br />BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED
<br />`
<br />®° . a
<br />WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT
<br />OTHER ASSEMBLIES AND THIS TESTING SERVICE MUST BE ACCEPTED BY THE ARCHITECT AND
<br />VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD
<br />VERTICALLY.STUD
<br />NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING
<br />IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATION FOR PIPES, DUCTS, OUTLETS
<br />APPLICABLE CODE ENFORCEMENT AUTHORITIES BEFORE INCORPORATION OF THE
<br />.'
<br />D -1
<br />OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1
<br />CAVITY WALLBOARD
<br />O WITHIN.
<br />e
<br />JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY
<br />SHALL BE SEALED WITH ACOUSTICAL SEALANT AND CONCEALED OR RECESSED FIXTURES
<br />ASSEMBLY INTO THE PROJECT.
<br />1� Nt»3�%e1 �`.-.
<br />LONG TYPE S-12 STEEL SCREWS SPACED 8 AT PERIMETER AND IN. THE FIELD.
<br />• ... • ••
<br />• • • _ o
<br />THE CONTRACT, CONSTRUCTIONS NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES.
<br />SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET,
<br />of,:�,�., ,.4
<br />and ilou rl?� 1� atin
<br />RAY BAR ENGINEERING CORP -TYPE RB LBG
<br />10
<br />SEAL ALL PENETRATIONS WITH FIRESTOPPING AT ALL FIRE RATED WALLS CORRIDORS TO
<br />/
<br />.ale TLe,to 4 ,%'
<br />BY ENTERING INTO AN AGREEMENT WITH THE OWNER THE CONTRACTOR E
<br />H REPRESENTS THAT
<br />THE CONTRACTOR SHALL VERIFY REQUIRED O
<br />R RED LOCATION OF ALL NECESSARY ACCESS PANELS
<br />PROVIDE A SEAL EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL CORRIDOR
<br />/
<br />- -. .................. ..----- ................
<br />; �•'' '-'-�----
<br />�.-..........-- ...............'
<br />HE HAS VISITED THE JOB SITE, FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, AND NOTED
<br />(IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITH ROJO
<br />INDICATED.
<br />"............"" '---
<br />.__-_„- _�1. ,
<br />--" " :......... -- -----.._.-_. ._-- -ram -_
<br />,.__M�___
<br />, ----�-• --
<br />-
<br />5. FASTENERS - (NOT SHOWN) FOR USE WITH ITEM 2 - TYPE S OR 12 STEEL SCREWS USED
<br />_ _
<br />STATE OF FLORIDA
<br />ANY DISCREPANCIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
<br />PRIOR TO INSTALLATION,
<br />_-_-..... ...---............
<br />-- ..q,.-• . - -4 ;�- -••-• -- -- 11q
<br />r § 4 7
<br />TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER
<br />REGISTERED ARCHITECT z
<br />PROVIDE TYPE X GWB AND UL RATED FIRESTOPPING SEALS AT ALL WALLS THAT GO TO THE%
<br />_=: _,:w,=Mw:_,
<br />`, .-.
<br />r �.y•_,�-_ _:-; : :;,? .. 1, ,', _
<br />x:; �r
<br />SYSTEMS: 1 IN. LONG FOR 1/2 AND 5/8 IN, THICK PANELS OR 1-1/4 IN. LONG FOR 3/41N•
<br />c
<br />c .
<br />' ° o
<br />THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF
<br />PRIOR TO INSTALLATION OF CARPETING AND WINDOW COVERING, THE CONTRACTOR
<br />DECK ABOVE AND ALL FIRE RATED CONDITIONS AS REQUIRED.
<br />.
<br />_.-__ _� "" M�w � ,.'""„„ „,3,,,....,.„,.""--. ..-.I_$ ...............
<br />� ---- - �
<br />THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC
<br />ALONG VERTICAL AND BOTTOM EDGES AND 12 IN.
<br />o .
<br />.
<br />THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO
<br />SHALL MAINTAIN THE SPACE IN BROOM CLEAN CONDITION WHETHER OR NOT SUCH
<br />�- ___
<br />-- ; -- "'; "=•== 5
<br />_.._.........................-
<br />OC IN THE FIELD WHEN PANELS ARE
<br />.' N z
<br />ROBERT A. GLISSON _
<br />COMPLETE THE JOB.
<br />INSTALLATION IS THE CONTRACTOR'S RESPONSIBILITY.
<br />PROVIDE CAULK SEAL AT TOP OF ALL WALL ASSEMBLIES GOING TO DECK ABOVE THAT DO
<br />, : 1------------ - -- --.:::...:.� ........
<br />' ----•' - • - --..! I- ,..--•
<br />'I /
<br />-
<br />APPLIED VERTICALLY TWO LAYER SYSTEMS: FIRST LAYER 1 IN LONG FOR 1 /2 AND 5/8 IN
<br />THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND
<br />AR0015123 0
<br />'•, z
<br />NOT HAVE FIRE RATED SEAL REQUIREMENTS.
<br />/,
<br />!I is 3 ,i:3eji
<br />N = 3
<br />THE CONTRACTOR SHALL NOTIFY ROJO IMMEDIATELY IF HE CANNOT COMPLY WITH ALL
<br />THE CONTRACTOR SHALL LEAVE THE BUILDING IN A LOCKABLE CONDITION DURING THE
<br />"FIRE
<br />- -.1 .. ._ __ " - !; ,
<br />I•'
<br />LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN.
<br />THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN, FROM FIRST LAYER. Three layer
<br />'• n 3 0 '
<br />z
<br />REQUIREMENTS CALLED FOR ON THESE DRAWINGS.
<br />PERIOD OF THIS WORK WHEN THE CONTRACTORS WORKMEN ARE NOT PRESENT AT THE
<br />THE STATEMENT BARRIER PROTECT ALL OPENINGS" SHALL BE STENCILED ON ALL FIRE
<br />4
<br />JOBSITE.
<br />RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS. APPLY SIGNS USING PERMANENT
<br />_
<br />--
<br />systems: FIRST LAYER 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC.
<br />CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD RELATED TO
<br />MARKERS OR PAINT. COLOR OF SIGNS SHALL BE BLACK; HEIGHT OF LETTERS SHALL BE 2";
<br />SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC.
<br />WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR EXTRA EXPENSE OR
<br />MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND INSTALLED AS
<br />LETTERS SHALL BE SOLID. PLACE SIGNS NOT MORE THAN 20'-0"
<br />THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8
<br />EXTENSION OF TIME DUE TO CONTRACTORS FAILURE OR NEGLIGENCE IN COMPLETELY
<br />REQUIRED BY LOCAL JURISDICTION. SIGNS TO BE PROVIDED BY OWNER.
<br />ON CENTER, AND AT EACH CHANGE IN WALL OR PARTITION DIRECTION. LOCATE SIGNS
<br />IN. THICK PANELS, SPACED 12 IN, OC, SCREWS OFFSET MIN 6 IN, FROM LAYER BELOW.
<br />EXAMINING THE JOBSITE.
<br />ABOVE CEILINGS AND IN CONCEALED LOCATIONS,
<br />1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - FOR USE WITH ITEM 2 - CHANNEL
<br />Four -layer systems: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24
<br />EVACUATION PLAN SIGNS SHALL BE FURNISHED AND INSTALLED AS REQUIRED BY LOCAL
<br />SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH TO
<br />IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN.
<br />THE CONTRACTOR SHALL DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA PRIOR TO START
<br />JURISDICTION. SIGNS TO BE PROVIDED BY OWNER.
<br />ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING
<br />OC. THIRD LAYER- 2-1/4 IN, LONG FOR 1/2 IN, THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN.
<br />OF WORK AS NECESSARY, AFTER SECURING OWNER / BUILDING PERMISSION.
<br />WITH FASTENERS 24 IN, OC MAX.
<br />THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS
<br />ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED INDUSTRY
<br />OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN.
<br />S40
<br />3-5/8" INTERIOR METAL STUD PARTITION
<br />OR
<br />ALL CONTRACTORS SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE BUILDING
<br />OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED
<br />STANDARDS, IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITIONS, ROJO
<br />SHALL BE NOTIFIED FOR CLARIFICATION.
<br />1A. FLOOR AND CEILING RUNNERS' - NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE WITH ITEM
<br />2A, PROPRIETARY CHANNEL SHAPED, MIN. 3-5/8 IN. WIDE WITH 1 IN, LONG LEGS, FABRICATED
<br />FROM LAYER BELOW.
<br />FLOOR PLAN SYMBOL
<br />OUTSIDE REGULAR BUSINESS HOURS, AND ANY OTHER SPECIAL BUILDING REQUIREMENT
<br />FROM MIN. 0.0150 IN. (0,0146 IN., MIN BARE METAL THICKNESS) GALVANIZED STEEL, ATTACHED
<br />5A. FASTENERS - (NOT SHOWN) -FOR USE WITH ITEM 2A - TYPE S OR S-12 STEEL SCREWS
<br />WHICH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE (INCLUDING
<br />THE CONSTRUCTION OF ALL FIRE RATED WALLS SHALL CONFORM TO REFERENCED
<br />TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX.
<br />USED TO ATTACH PANELS TO STUDS (ITEM 2). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2
<br />ASSEMBLY DETAIL
<br />COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK. THE
<br />UNDERWRITERS LABORATORIES, INC. (U.L.) OR GYPSUM ASSOCIATION (G.A). REFER TO LIFE
<br />AND IN. THICK PANELS IN. LONG FOR 3/4 IN. THICK PANELS, SPACED IN.
<br />GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE GENERATING CONSTRUCTION SHALL
<br />SAFETY PLANS AND TO FLOOR PLANS,
<br />DIETRICH INDUSTRIES INC -ULTRASTEEL®.
<br />SCREWS WHEN
<br />WITH ADDITIONAL SCREWS 1 IN. AND 2-1/2 IN. FROM EDGES OF THE BOARD WHEN
<br />IT 1 IN
<br />BE PERFORMED ON REGULAR TIME.
<br />THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED
<br />OTHER ASSEMBLIES OF THE SAME OR SIMILAR MATERIALS AND/OR PRODUCTS WHICH HAVE
<br />PUBLISHED TEST BY U.L., FACTORY MUTUAL, GYPSUM ASSOCIATION OR OTHER TESTINGZ7
<br />1 B. FLOOR AND CEILING RUNNERS - (NOT SHOWN - IN LIEU OF ITEM 1) - FOR USE WITH ITEM
<br />PA
<br />PANELS ARE HORIZONTALLY. OR 8 IN, OC ALONG VERTICAL AND BOTTOM EDGES AND 12
<br />IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS APPLIED
<br />VERTICALLY: FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1 /4 IN. LONG
<br />IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND / OR ILL -TIMED
<br />SERVICES AND WHICH HAVE THE SAME OR GREATER HOURLY RATING MAYBE USED. SUCH
<br />INT
<br />2A, PROPRIETARY CHANNEL SHAPED, MIN. 2-9/16 IN, WIDE WITH 1-3/16 IN. WIDE FLANGES,
<br />FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN.,
<br />FABRICATED FROM MIN. 0,0150 IN. GALVANIZED STEEL, ATTACHED TO FLOOR AND CEILING
<br />5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH
<br />WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND /
<br />OTHER ASSEMBLIES AND THIS TESTING SERVICE MUST BE ACCEPTED BY THE ARCHITECT AND
<br />INT
<br />OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY
<br />APPLICABLE CODE ENFORCEMENT AUTHORITIES BEFORE INCORPORATION OF THE ASSEMBLY
<br />FASTENERS 24 IN. OC. MAX.
<br />SCREWS OFFSET 8 IN. FROM FIRST LAYER, TWO LAYER SYSTEMS APPLIED HORIZONTALLY:
<br />RESPONSIBLE.
<br />INTO THE PROJECT,
<br />FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN.
<br />DIETRICH INDUSTRIES INC - ULTRASTEEL°.
<br />THICK PANELS, SPACED 16 IN. OC STARTING 8 IN. FROM EACH EDGE OF THE BOARD WITH
<br />C
<br />THE CONTRACTOR SHALL EXERCISE STRUCT DUST CONTAINMENT CONTROL TO PREVENT DIRT
<br />SEAL ALL PENETRATIONS WITH FIRESTOPPING AT ALL FIRE RATED WALLS/CORRIDORS TO
<br />AN ADDITIONAL SCREW PLACED 1-1/4 IN. FROM EACH EDGE OF THE BOARD. SECOND
<br />OR DUST FROM LEAVING THE JOBSITE.
<br />PROVIDE A SEAL EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL/CORRIDOR
<br />2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG
<br />LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN.
<br />INDICATED,
<br />*
<br />CORROSION -PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-114 IN.
<br />FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN, OC, STUDS TO BE CUT 3/8 TO 3/4 IN.
<br />THICK PANELS, SPACED 16 IN. OC STARTING 8 IN. FROM EACH EDGE OF THE BOARD WITH
<br />AN ADDITIONAL SCREW PLACED 1-1/4 IN. FROM EACH EDGE OF THE BOARD WITH SCREWS
<br />THE COMMONS
<br />THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION
<br />DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE
<br />PROVIDE TYPE "X" GWB AND UL RATED FIRESTOPPING SEALS AT ALL WALLS THAT GO TO THE
<br />HATCHED WALL IN PLAN INDICATES WALL TO
<br />�
<br />LESS THAN ASSEMBLY HEIGHT.
<br />OFFSET 8 IN. FROM FIRST LAYER. THREE -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN.,
<br />CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS PROCURE THEIR OWN COMPLETE SETS
<br />DECK ABOVE AND ALL FIRE RATED CONDITIONS AS REQUIRED.
<br />EXTEND TO UNDERSIDE OF STRUCTURE.
<br />2A. STEEL STUDS" - IN LIEU OF ITEM 2 - PROPRIETARY CHANNEL SHAPED STUDS, MIN, WIDTH AS
<br />5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8
<br />IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN.
<br />O N PRETTY POND
<br />3-5/8" INTERIOR METAL STUD PARTITION - SMOKE
<br />OF CONSTRUCTION DOCUMENTS.
<br />PROVIDE CAULK SEAL AT TOP OF ALL WALL ASSEMBLIES GOING TO DECK ABOVE THAT DO
<br />S41
<br />COMPARTMENT WALL
<br />INDICATED UNDER ITEM 4, MIN. 1-1/4 IN, LONG LEGS AND 1/4 IN, LONG FOLDED BACK
<br />THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC, SCREWS
<br />ALL PRODUCTS & CONSTRUCTION MATERIALS ARE TO BE DELIVERED IN A WAY THAT
<br />NOT HAVE FIRE RATED SEAL REQUIREMENTS.
<br />RETURN FLANGE LEGS, FABRICATED FROM MIN. 0.0155 IN. (0,0149 IN., MIN BARE METAL
<br />OFFSET MIN 6 IN, FROM LAYER BELOW, FOR ALL LAYERS, AN ADDITIONAL SCREW SHALL BE
<br />FLOOR PLAN SYMBOL
<br />FACILITATES INSPECTION AND TESTING IN MANUFACTURER'S ORIGINAL, UNOPENED
<br />THICKNESS) GALVANIZED STEEL, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN,
<br />LESS
<br />PLACED 1-1/4 IN. FROM EACH EDGE OF THE BOARD. FOUR -LAYER SYSTEMS: FIRST LAYER- 1
<br />38130 Pretty}, Pond Road
<br />PROTECTIVE PACKAGING, LABELED FOR IDENTIFICATION.
<br />THE STATEMENT "FIRE BARRIER PROTECT ALL OPENINGS" SHALL BE STENCILED ON ALL FIRE
<br />ASSEMBLY DETAIL
<br />THAN ASSEMBLY HEIGHT. ALLOWABLE USE OF STUDS IS SHOWN IN THE TABLE BELOW.
<br />IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN.
<br />RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS. APPLY SIGNS USING PERMANENT
<br />FOR DIRECT ATTACHMENT OF GYPSUM BOARD ONLY.
<br />LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG
<br />Zephyrhills, FL 33540
<br />ALL PRODUCTS &CONSTRUCTION MATERIALS TO BE STORED WITH PROTECTIVE PACKAGING
<br />TO PREVENT DAMAGE PRIOR TO INSTALLATION.
<br />MARKERS OR PAINT. COLOR OF SIGNS SHALL BE BLACK; HEIGHT OF LETTERS SHALL BE 2";
<br />LETTERS SHALL BE SOLID, PLACE SIGNS NOT MORE THAN 20'-0" ON CENTER, AND AT EACH
<br />CHANGE IN WALL OR PARTITION DIRECTION. LOCATE SIGNS ABOVE CEILINGS AND IN
<br />n
<br />DIETRICH INDUSTRIES INC -ULTRASTEEL°.
<br />FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC.
<br />FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK
<br />PANELS, SPACED 12 IN. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. FOR ALL
<br />ALL PRODUCTS &CONSTRUCTION MATERIALS TO BE HANDLED TO PREVENT DAMAGES TO
<br />CONCEALED LOCATIONS.
<br />INT
<br />2B, STEEL STUDS - (AS AN ALTERNATE TO ITEM 2, FOR USE WITH ITEM 4B) CHANNEL SHAPED,
<br />LAYERS, AN ADDITIONAL SCREW SHALL BE PLACED 1-1/4 IN. FROM EACH EDGE OF THE
<br />THEMSELVES AND TO OTHER SURFACES.
<br />FABRICATED FROM MIN 20 MSG (0.0327 IN. THICK) CORROSION -PROTECTED OR GALV STEEL,
<br />BOARD.
<br />PROVIDE TYPE "X" GWB AND UL RATED FIRESTOPPING SEALS AT ALL WALLS THAT GO TO THE
<br />INT
<br />3-1/2 IN. MIN WIDTH, MIN 1-1/2 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 16 IN.
<br />ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS
<br />DECK ABOVE AND ALL FIRE RATED CONDITIONS AS REQUIRED.
<br />N
<br />OC. STUDS FRICTION -FIT INTO FLOOR AND CEILING RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN,
<br />6. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER
<br />REQUIRED. ANY LOOSE ITEMS TIGHTENED (INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS,
<br />LESS THAN ASSEMBLY HEIGHT.
<br />SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG
<br />DOWNUGHTS, SPEAKERS, MOULDINGS, ETC.) AND ANY MISSING PARTS REPLACED BY THE
<br />A CLEAR AND LEVEL AREA SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS WITH A
<br />HATCHED WALL IN PLAN INDICATES SMOKE
<br />CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE
<br />CONTRACTOR TO ACHIEVE A COMPLETE INSTALLATION WITH A NEW APPEARANCE.
<br />LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" IN THE
<br />3. BATTS AND BLANKETS' - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL
<br />PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 STEEL
<br />ALL EXTERIOR WALLS DIMENSIONED
<br />OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLES THE DOOR FROM DOOR IN IT'S CLOSED
<br />COMPARTMENT WALL TO EXTEND TO
<br />UNDERSIDE OF STRUCTURE, ALL
<br />BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED
<br />UNDER ITEM 4, SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF
<br />SCREWS. NOT FOR USE WITH ITEM 4A.
<br />TO OUTSIDE FACE OF WALL.
<br />POSITION.
<br />PENETRATIONS MUST BE SEALED.
<br />CLASSIFIED COMPANIES.
<br />6A. STEEL FRAMING MEMBERS (NOT SHOWN)' - (OPTIONAL ON ONE OR BOTH SIDES, NOT
<br />ALL INTERIOR PARTITIONS DIMENSIONED TO CENTER LINE OF WALL.
<br />THE WRITTEN SCALES (i.e. 1/8" = 1' 0") APPLY TO FULL SIZE, UNREDUCED DRAWINGS,
<br />WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY
<br />VISIBLE.
<br />3A. BATTS AND BLANKETS' - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR
<br />MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE
<br />SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 6, FURRING
<br />CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW:
<br />S60
<br />6" INTERIOR METAL STUD PARTITION
<br />FLOOR PLAN SYMBOL
<br />PRELIMINARY DRAWINGS MAY BE AT HALF SCALE.
<br />EXIT PATH LIGHTING SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND
<br />BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR
<br />A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8
<br />EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS IN USE.
<br />BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
<br />IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO
<br />FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS, DO NOT SCALE
<br />ASSEMBLY DETAIL
<br />STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS
<br />DRAWINGS. IF ANY DISCREPANCY CONTACT ARCHITECT.
<br />AT ALL PARTITIONS, METAL STUD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE
<br />4. GYPSUM BOARD' - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES,
<br />APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND
<br />DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM 4A.
<br />THE COMMONS
<br />ABOVE AND/OR STUD BRACING SHALL BE PROVIDED AS REQUIRED FOR SUPPORT.
<br />,
<br />DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL
<br />STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT
<br />B. STEEL FRAMING MEMBERS' - USED TO ATTACH FURRING CHANNELS (ITEM 6AA) TO
<br />ON P E T • Y POND
<br />SCALE DRAWINGS,
<br />INTERIOR METAL STUD PARTITION GAUGE SPECIFICATION, ACCORDING TO THEIR HEIGHT, TO
<br />LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED
<br />STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC, RSIC-1 CLIPS SECURED TO STUDS WITH NO. 8
<br />BE AS FOLLOWS:
<br />NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT
<br />X 1 1 /2 IN. MINIMUM SELF DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET.
<br />FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS
<br />UP TO 12' 0", 22 GAUGE STUDS
<br />INT
<br />JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS
<br />RSIC-V CLIPS SECURED TO STUDS WITH NO. 8 X 9/16 IN, MINIMUM SELF -DRILLING, S-12 STEEL
<br />Lo,
<br />OR APPROVED SHOP DRAWINGS / DATA SHEETS.
<br />FROM 12' 0" TO 15' 6", 20 GAUGE STUDS,
<br />AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A
<br />SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS.
<br />" �__ 'I
<br />FROM 15' 6" TO 16' 8", 18 GAUGE STUDS,
<br />INT
<br />MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR
<br />B THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST
<br />FROM 16'-8" TO 18' 0", 16 GAUGE STUDS
<br />RATINGS ARE AS FOLLOWS:
<br />PAC INTERNATIONAL INC -TYPES RSIC-1, RSIC-V. B
<br />POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED.
<br />FROM 18'-0" TO 19'-2", 14 GAUGE STUDS,
<br />ALL WORK AND FINISHED EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT AND
<br />FROM 19'-2" TO 21'-2", 12 GAUGE STUDS.
<br />Wallboard Protection on Each Sloe of 111iaxll
<br />6B. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN)' - AS AN ALTERNATE TO ITEM 6,
<br />SATISFACTORY TO THE OWNER AND ARCHITECT,
<br />FLOOR TRACT FOR METAL STUD PARTITIONS SHALL BE BUTT JOINTED, NOT CUT AND
<br />;_.v _........_..__.__..___.._I _.� __ ...............__ _..._-______.-_
<br />i Min Min ft. of Min
<br />FURRING CHANNELS AND STEEL FRAMING MEMBERS ON ONLY ONE SIDE OF STUDS AS
<br />OVERLAPPED.
<br />I stud stun! Layers Thkns of
<br />DESCRIBED BELOW:
<br />CONTRACTOR AND/OR SUBCONTRACTORS IS TO PATCH AND REPAIR ALL AREAS
<br />/ C)
<br />Depth depth, >kThkns Insulation
<br />Rating Itarn z Lien, of Panel (Item 3)
<br />AFFECTED BY DEMOLITION AND/OR NEW CONSTRUCTION WITH MATERIALS AND METHODS
<br />ANY SPECIAL INTERIOR AND EXTERIOR CONDITIONS TO BE SPECIFIED BY A SPECIALTY
<br />* ----- 1-----"-"------------1 - --"--___._-____ __...--
<br />„............_......_.ptional
<br />A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC
<br />TO MATCH EXISTING CONDITIONS AND PROVIDE A UNIFORM NEW APPEARANCE. ANY
<br />ENGINEER.
<br />W A L L LEGEND N O T E S
<br />......_..._..__......___-_€..___......._....__W'$.._.........................._ ��`.'.._._5/8 ._'.._ thick
<br />PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. BATTS
<br />AND BLANKETS PLACED IN STUD CAVITY AS DESCRIBED IN ITEM 4. TWO LAYERS OF GYPSUM
<br />DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE
<br />1 2-1/� 3 5/f3 1 layer, 1/2 in, thick 1-1i in.
<br />REPAIRED, REPAINTED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE
<br />FIELD WELDING OF STEEL STUDS SHOULD NOT BE PERMITTED, HOWEVER, WELDING OF 14 ga.
<br />! - ------ __L_...__.__. _ _.. ___..._._
<br />BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH
<br />OF THE CONTRACTOR,
<br />STUDS AS PART OF SHOP DWGS MAY BE PERMITTED.
<br />1 1 5/8 3 5/8 1 layer, 3/4 in thick Optional
<br />....
<br />I------,---- >- "-. __ _ ._. --. - ..•-•, , -,- „ _.......... .,. , - __-- - - - .
<br />ITEM 4A.
<br />`. 2 1-5/8., 2 1/2 2 layers, lit in. thick Optional
<br />THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL
<br />MAINTENANCE EXCLUSION: THESE DRAWINGS WERE PREPARED FOR CONSTRUCTION
<br />WALL LEGEND NOTES
<br />..................................._�........-...........__.__........_............................................................................................................................................................................_....................................-
<br />12 1-5/8 ', 2-1/2 , 2 layers, 518 in. thick I Optional
<br />S . -
<br />B. STEEL FRAMING MEMBERS USED TO ATTACH FURRING CHANNELS (ITEM 6BA) TO
<br />COMPLETION OF CONTRACTED WORK.
<br />PURPOSES ONLY, THESE DRAWINGS ARE NOT TO BE USED FOR MAINTENANCE PURPOSES AS
<br />1, STANDARD CMU - 7 5/8" X 7 5/8' X 15 5/8
<br />z-_..._�__-r____..____ � {.___.___...._._. _ _ __..._ _-__._.._.._....___.....__._ ._...........___......_._..................._._
<br />ONE SIDE OF STUDS (ITEM 2) ONLY. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH
<br />ACTUAL CONDITIONS MAY VARY FROM THOSE ON DRAWINGS DUE TO CHANGE ORDER
<br />12 112 3 5P8 1 layer, 314 in. thick 3 in,
<br />TWO NO, 8 X 2-1/2 IN. COARSE DRYWALL SCREWS, ONE THROUGH THE HOLE AT EACH END
<br />SITE IS TO BE CLEANED UPON COMPLETION OF PROJECT. REMOVE DUST, DEBRIS, OILS, STAINS,
<br />ALTERATIONS BY OTHERS, FIELD ADJUSTMENTS, ETC.
<br />2. 1 2" GYPSUM WALLBOARD. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL
<br />/
<br />___"- ____..._..___..._ _."__,_"__ ••_" ",_""""_"""__,...,
<br />___"""""""""""""""
<br />13 1-5{6 ( n-1/2 , 3 layers, 1/2 in. thick € Optional
<br />OF THE CLIP, FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS.
<br />FINGERPRINTS.
<br />WALLS ADJACENT TO COUNTERS. PROVIDE DENS SHIELD TILE BACKER, OR EQUIVALENT,
<br />i-.- -____ __........._.._.._._..._�__._._........`_ J_._._____ . ----.__...... _._____..�..__
<br />--. _.............._.
<br />-
<br />10 15 13
<br />/ /
<br />PERMIT SET
<br />THE CONTRACTOR SHALL HOLD HARMLESS THE TENANT, BUILDING OWNER, ROJO, AND THEIR
<br />AL ALL TILED LOCATIONS.
<br />3 1-5 8 2-1, 2 2 layers, 3, 4 u thick Optional
<br />! ! yKINETICS
<br />......... _ ____-.__...__......_..._...-_...........__�_._.--......-...._...-_-__.__._I_-...._.__..___.._____._.__.................._....... __....._......._...._...-_.....____.__..._..._..........
<br />NOISE CONTROL INC -TYPE ISOMAX
<br />8 30 1
<br />/ / 3
<br />DESIGN DEVELOPMENT SET
<br />MANUFACTURER'S NAME TRADEMARK LOGOS E
<br />FTC., SHALL NOT BE VISIBLE TO THE PUBLIC.
<br />REPRESENTATIVES OF ANY LEGAL ACTION ARISING AS A RESULT OF THE CONTRACTORS
<br />3. 5/8" GYPSUM BOARDp
<br />3 1 S 5 2-1/2 3 la layers, 5'E3 in. thick Optional
<br />iy t
<br />WORK.
<br />t------ --- ---- ---- ---- -"- -- - ---- --
<br />7. JOINT TAPE AND COMPOUND -VINYL OR CASEIN, DRY OR PREMIXED JOINT
<br />Mark
<br />Date
<br />Description
<br />THE CONTRACTOR SHALL COORDINATE ALL WOOD BLOCKING, STEEL SUPPORTS AND ANY
<br />4. 5/8 (MIN.) CEMENTITIOUS PLASTER TO BE TEXTURED AND TOOLED AS SHOWN ON THE
<br />, 4 1-5/8 , 2-1/2 4 layers, 5/8 in. thick Optional
<br />....._....._. _ ____ __ _.___._._..W..._..._. ............._._.. _-
<br />COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS,
<br />OTHER ITEMS WHICH ARE IMBEDDED IN DRYWALL PARTITIONS OR ENCLOSURES WHICH ARE
<br />THE CONTRACTOR SHALL PROVIDE DIGITAL SHOP DRAWINGS TO ROJO FOR DESIGN
<br />ELEVATIONS. SEE WALL SECTIONS FOR CEMENTITIOUS PLASTER REGLETS & PROFILES.
<br />4 1-518 2-1J2 i 4 layers, 1/2 in, thick Optional
<br />PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS
<br />RELATED TO HIS WORK OR THE WORK OF ANY SEPARATE CONTRACTORS, WHEN APPLICABLE,
<br />APPROVAL AFTER HE HAS REVIEWED THEM FOR CONSTRUCTABILITY, COORDINATION
<br />5. NOT USED.
<br />_........___.__._..._____....._....__.____+_`.__..............____ +.__.t__.......____ ....._ _____._..:___........_..--- ....._._._.._................ ._..
<br />2-1/2 , 2-1t2 , 2 layers, 314 in. thick 2 in.
<br />OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN
<br />Issue/Revision Revision
<br />ALL WOOD BLOCKING, BRIDGING, BRACING, FRAMING, ETC, SHALL BE FIRE RETARDANT AS
<br />BETWEEN TRADES AND CONFORMANCE WITH THE CONTRACT DOCUMENTS,
<br />%4
<br />GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE.
<br />Project ID 13016
<br />CALLED FOR BY THE APPLICABLE BUILDING CODE. CONTRACTOR MUST SUBMIT AFFIDAVITS
<br />6 2 1/2" 'Z' FURRING STRIPS @ 16" O.C. WITH 2" RIGID INSULATION INSTALLED OVER 1 /4"
<br />OF SUCH FIRE RETARDATION TO THE ARCHITECT.
<br />THE CONTRACTOR SHALL SUBMIT SAMPLES OF FINISHED MATERIALS TO ROJO FOR APPROVAL
<br />SPACERS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
<br />8. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) - ALUMINUM, VINYL OR STEEL
<br />CAD File Name Filename
<br />PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO,
<br />7. 1 1/2" METAL FRAMING MEMBERS @ 16" O.C.
<br />CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR IPC-AR; WRC, 5/8 IN.
<br />SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE
<br />Drawn By APM
<br />ALL REQUIRED EXITS, WAYS APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT
<br />WHETHER FINISHES ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT
<br />THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX OR WRC; 3/4 IN. THICK TYPES IP-X3
<br />AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH
<br />Reviewed By JS
<br />INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND
<br />DOCUMENTS,
<br />8, 3 5/8" METAL FRAMING MEMBERS @ 16" O.C.
<br />OR ULTRACODE
<br />CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE
<br />IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY,
<br />9. 5 5/8" METAL FRAMING MEMBERS @ 16" O.C.
<br />THAN EACH SIXTH COURSE OF BRICK.
<br />Plot Date: 00/00/00
<br />THE CONTRACTOR SHALL PROCURE AIR BALANCE REPORT FOR TENANT SPACE, BY
<br />10. STANDARD BRICK - 2 5/8" X 3 5/8" X 7 5/8"
<br />UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK
<br />Record Date: 00,00.00
<br />THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND
<br />INDEPENDENT PROVIDER. REPORT TO BE PROVIDED TO OWNER / ROJO.
<br />TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPES IP-X3
<br />9. CAULKING AND SEALANTS' - (OPTIONAL, NOT SHOWN) - A BEAD OF ACOUSTICAL
<br />Sheet Title
<br />CHARACTERISTICS OF ALL WORK AND / OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS
<br />11. 1" AIR SPACE WITH LADDERS
<br />OR ULTRACODE
<br />SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL,
<br />PRIOR TO THE START OF RELATED WORK WITH THE MANUFACTURER OR SUPPLIER,
<br />I-ONTRACTOR TO REPLACE AND APPLY SPRAY -ON FIRE PROOFING ON ALL DAMAGED OR
<br />12, 2" AIR SPACE WITH LADDERS
<br />UNPROTECTED AREAS.
<br />USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP X2, IPC-AR OR WRC; 5/8 IN. THICK
<br />UNITED STATES GYPSUM CO -TYPE AS
<br />CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER ROJO HAS PREPARED THE CERTIFICATE
<br />13. BATT INSULATION
<br />TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPES IP-X3 OR
<br />FOR SUBSTANTIAL WITH ATTACHED PUNCH LIST PREPARED BY THE CONTRACTOR, AND PUNCH
<br />MAINTAIN FIRE PROTECTION ON ALL COLUMNS AND BEAMS. REPLACE ALL DAMAGED AND
<br />14. RIGID INSULATION
<br />ULTRACODE
<br />10. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE WITH ITEM 4B) - LEAD BATTEN STRIPS, MIN
<br />WALL TYPE LEGEND
<br />LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND
<br />UNPROTECTED AREAS WITH NEW FIRE PROTECTION MATERIALS TO MATCH EXISTING FINISH
<br />1-1/2 IN. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON
<br />WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO ROJO WITH HIS FINAL
<br />AND RATING.
<br />15. CORE -FILL 500 FOAM INSULATION OR EQUIVALENT
<br />WHEN ITEM 613, STEEL FRAMING MEMBERS', IS USED, NONBEARING WALL RATING IS LIMITED
<br />THE INTERIOR FACE OF STUDS AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH
<br />-
<br />A APPLICATION FOR PAYMENT. ROJO SHALL PREPARE ANY NECESSARY CHANGE ORDERS
<br />16. CORRUGATED METAL PANEL
<br />TO 1 HR. MIN. STUD DEPTH IS 3-1/2 IN_ MIN. THICKNESS OF INSULATION (ITEM 3) IS 3 IN., AND
<br />TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND
<br />REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTOR'S FINAL
<br />WHERE CONCEALED WOOD BLOCKING OR FRAMING IS REQUIRED, CONTRACTOR SHALL
<br />TWO LAYERS OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) SHALL BE ATTACHED TO
<br />ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9%
<br />-
<br />SUBMITTALS.
<br />USE FIRE RETARDANT WOOD MATERIALS.
<br />17. NOT USED.
<br />FURRING CHANNELS AS DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD PANELS (1/2
<br />MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". LEAD BATTEN STRIPS
<br />18. INTERIOR GRADE LATEX PAINT, COLOR SELECTED BY ARCHITECT
<br />IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD WITHOUT FURRING CHANNELS AS
<br />REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 413)
<br />THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE
<br />PROVIDE BLOCKING FOR WALL MOUNTED ITEMS INCLUDING WALL MOUNTED DOOR STOPS.
<br />19. EXTERIOR GRADE LATEX PAINT, COLOR SELECTED BY ARCHITECT
<br />DESCRIBED IN ITEM 5.
<br />AND OPTIONAL AT REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL JOINTS.
<br />CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM
<br />SHEET SCALE: NTS
<br />AND CLAIMS FOR EXTENSION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCH WORK
<br />20, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING
<br />4A. GYPSUM BOARD' - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN. THICK, 24 TO 54 IN. WIDE,
<br />11. LEAD DISCS OR TABS - (NOT SHOWN, FOR USE WITH ITEM 413) - USED IN LIEU OF OR IN
<br />SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT.
<br />21. 1 /2" DENSGLAS EXTERIOR SHEATHING OR EQUIVALENT
<br />APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS
<br />ADDITION TO THE LEAD BATTEN STRIPS (ITEM 10) OR OPTIONAL AT OTHER LOCATIONS -
<br />DESCRIBED IN ITEM 5.
<br />MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED
<br />Drawing No.
<br />THE CONTRACTOR AGGRESS TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL
<br />22. RADIANT BARRIER INSULATION
<br />OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN, BY MAX 0.125 IN. THICK LEAD TABS
<br />AND EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING,
<br />23. NOT USED.
<br />CANADIAN GYPSUM COMPANY - TYPE SHX.
<br />PLACED ON GYPSUM BOARDS (ITEM 4B) UNDERNEATH SCREW LOCATIONS PRIOR TO THE
<br />CHECKING, AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT.
<br />INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99,9% MEETING
<br />24. 7 5/8" METAL FRAMING MEMBERS @ 16" O.C.
<br />UNITED STATES GYPSUM CO -TYPE FRX-G, SHX.
<br />THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C".
<br />IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST
<br />25. CEMENTITIOUS PLASTER SKIM -COAT W/EXTERIOR GRADE LATEX PAINT, COLOR AS
<br />A-1.2
<br />UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO ROJO WITHIN A REASONABLE
<br />SPECIFIED BY ARCHITECT.
<br />USG MEXICO S A DE C V -TYPE SHX.
<br />`BEARING THE UL CLASSIFICATION MARKI
<br />TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO
<br />26, 2X4 P.T. WOOD FURRING STRIPS @ 16" O.C.
<br />EXECUTE THE WORK.
<br />27. 2X6 P,T. WOOD FURRING STRIPS @ 16" O.C.
<br />5
<br />4
<br />3 NOTE: NOT ALL NOTES ARE USED.
<br />2
<br />1
<br />
|