|
NIWAAi iikdL -I1 a�=a = .. l JI _ ;..;u I !I is ,.�. l�l . _ lw .1 L W - -- -- -- - - - -
<br />N
<br />0
<br />a
<br />1l
<br />N
<br />W
<br />DIVISION 3 - CONCRETE
<br />( Reference Structural drawings if part of this drawing set.)
<br />A. General:
<br />1. All work whether it be slabs, pads, ramps or walks shall have a concrete mix designed
<br />to obtain a minimum strength of 3,000 psi at 28 days. Reinforcement shall be in
<br />conformance with that indicated on the structural drawings.
<br />B. Poured -in -placed Concrete:
<br />1. Codes and standards:
<br />ACI 318 "Building Code Requirements for Reinforced Concrete"
<br />ACI 315 "Details and Detailing of Concrete Reinforcement"
<br />ACI 301 "Specifications for Structural Concrete for Buildings"
<br />2. Concrete is to be normal weight conforming to ASTM C94: (U.N.0)
<br />a. Portland Cement - ASTM C150
<br />b. Aggregates (3/4 in. maximum) - ASTM C33
<br />c. Air entraining - ASTM C260
<br />d. Water Reducing - ASTM C494
<br />e. Flyash (20% maximum) - Class F ASTM C618-78
<br />f. Water - Potable
<br />g. Slump Range - 3 in. - 5 in.
<br />h. Placement Time (Maximum) - 90 minutes from batch time required.
<br />3. Minimum compressive strength after 28 days:
<br />a. Footings, masonry fill - 3000 PSI
<br />b. Beams - 4000 PSI
<br />4. Reinforcing steel is to be Grade 60 conforming to ASTM A615
<br />a. Minimum lap splice - 30 diameters (U.N.O.)
<br />b. Bar cover:
<br />Footings - 3 in.es
<br />Beams -1-1/2 in.
<br />c. Provide comer bars which match the horizontal bars at all wall footings and tie beams.
<br />d. Welding reinforcing if required shall conform to AWS D1.4.
<br />5. Slab -on -grade
<br />a. Welded wire fabric - ASTM Al85: lap mesh 6 in. minimum at joists
<br />b. Moisture barrier - 6 mil polyethylene
<br />c. Compressive strength - 3000 PSI
<br />6. Install ties, spacers, chairs, etc. (per CRSI recommendations) necessary to securely
<br />hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces.
<br />7. Use internal vibrators to consolidate all concrete.
<br />8. Concrete curing options
<br />a. Liquid membrane forming chemical compound conforming to ASTM C309.
<br />b. Continuous moisture in accordance with ACI 301.
<br />9. Concrete shall be finished per architectural drawings.
<br />10. A testing laboratory shall perform the following concrete tests for each 50 cubic
<br />yards. Send test results to the owner, architects, structural engineer and General
<br />Contractor.
<br />a. Slump test - ASTM C143
<br />b. Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two
<br />after 28 days and hold one in reserve.
<br />11. All beams shall be poured monolithically.
<br />12. Exposed edges of columns and beams shall be chamfered 0 in. unless noted
<br />otherwise on architectural drawings.
<br />ALL SLABWORK SHALL PROVIDE MIN ACI CONTROL AND EXPANSION JOINTS LOCATIONS (IN ADDITION TO DESIGN
<br />INTENT PROVIDED). VERIFY PRIOR TO ANY OTHER SEQUENCING.
<br />VERIFY ALL EXISTING WORK BY OTHERS WAS PROVIDED.
<br />DIVISION 4 - MASONRY
<br />A. Concrete Masonry Units (CMU)
<br />1. Grade 'N' type II hollow load bearing masonry units which conform to ASTM C
<br />90.
<br />a. Net Compressive Strength Test of units = 2,000 psi.
<br />b. fm =1,350 psi. coatings and in walls not exposed to weather.
<br />2. Size:16" long x 8" high nominal:15-5/8" long x 7-5/8" high actual.
<br />3. Type I, moisture- controlled unit. Hollow load bearing block, ASTM C90.
<br />B. Mortar and Grout.
<br />1. Mortar shall be type'M' or'S' and conform to ASTM C 476.
<br />a. Portland Cement: ASTM C 150, type I.
<br />b. Hydrated Lime: ASTM C 207, type S.
<br />c. Aggregate for mortar: ASTM C 144.
<br />d. Aggregate for grout: ASTM C 404.
<br />2. Course Grout shall conform to ASTM C 476.
<br />a. 3,000 psi at 28 days.
<br />b. 3/8" aggregate.
<br />C. 8"-10" slump.
<br />d. Fill all cells containing reinforcing with course grout.
<br />3. All work shall conform to ACI 530-88.
<br />4. Water: Clean and potable.
<br />5. Joints: Floated smooth and even.
<br />6. Reinforcements:
<br />a. Reinforcing bars shall be lapped 48 diameters where spliced.
<br />b. All vertical bars shall be held in position at the top and bottom and with a
<br />minimum clearance of 1/4" to the masonry walls and one diameter between bars.
<br />c. Horizontal reinforcing shall conform to ASTM A 82.
<br />d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Dur-o-wall or equal
<br />at 16" o.c. and shall be lapped a minimum of 6" at each splice.
<br />C. Placement:
<br />1. Masonry shall be placed in running bond with 3/8" face shell bedding mortar
<br />joints, vertical and horizontal.
<br />2. Masonry inspection shall be per ACI 530.
<br />D. Masonry units and mortar ingredients shall be stored on pallets and covered
<br />with visquene.
<br />DIVISION 5 - METALS
<br />Steel Construction: (See Structural drawings for in-depth specifications)
<br />A. Light Gauge Metal Framing:
<br />1. General: Type of work in this section includes exterior wall and soffit framing
<br />as indicated on the drawings. The type of light gauge metal framing units
<br />include the following:
<br />a. One or more of the following "C" shaped steel studs (SEE SCHEDULE)
<br />b. One or more of the following "C" shaped steel joist; 2-1/2", 3-5/8", 6"
<br />2. Quality Assurance: Comply with the referenced provisions of the following
<br />standards and specifications:
<br />a. ASTM A446-87 Steel Sheet, zinc -coated (galvanized) by the hot dip process,
<br />structural (physical quality).
<br />b. ASTM A525-87 General requirements for sheet steel, zinc -coated by the
<br />hotdip process commercial quality.
<br />c. ASTM A570-85 hot -rolled carbon steel sheet and strip, structural quality.
<br />d. ASTM A611-85 cold -rolled carbon steel sheet, structural quality.
<br />d. Studs and Tracks (ASTM C645, GA-216, GA 600)
<br />ANCHOR TO SUBSTRATE WTH TIE WIRES, NAILS, SCREWS, AND OTHER MTL
<br />SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION TO RIGIDLY SECURE
<br />MATERIALS IN PLACE, TYPICAL.
<br />METAL STUD INSTALLATION IN ACCORDANCE WITH ASTM C754, GA-216, GA-600.
<br />DIVISION 6 - WOOD AND PLASTICS
<br />(See Structural drawings AND PERMIT SUBMITTED IF PART OF SET.
<br />for in-depth specifications AND LUMBER SELECTIONS. SECTIONS ARE GENERAL
<br />GUIDELINES ONLY FOR SCOPE OF WORK IF APPLICABLE.)
<br />DEFLECTION: MAX DEFLECTION OF INTERIOR NON -LOAD BEARING PARTITIONS
<br />SHALL BE U240 AT 5PSF. PROVIDE LATERAL REINFORCING AS REQUIRED.
<br />CEILING FRAMING INSTALLATION: IN ACCORDANCE WITH ASTM C754, GA216, GA600..
<br />DEFLECTION: LEVEL CEILING TO A TOLERANCE OF U600. LATERALLY BRACE ENTIRE SUSPENSION
<br />SYSTEM.
<br />ACOUSTICAL CEILINGS SHALL COMPLY W/ THE FOLLLOWING:
<br />ASTM C635, ASTM C636, ASTM E580, ASTM C1284 AND CEILINGS AND INTERIOR SYSTEMS
<br />CONSTRUCITION ASSOCIATION.
<br />INSTALL LAY -IN CEILING IN ACCORD. WITH ASTM C636 AND ASTM E580. INSTALL SYS CAPABLE OF
<br />SUPPPORTING IMPOSED LOADS TO A DEFLECTION OF U360 MAX.
<br />ACCESSORIES: PROVIDE ALL NECCESSARY ACCES. INCLUDING GALV. SUPPORT HANGERS AND
<br />CHANNELS, PERIMETER MOLDINGS (SAME MATERIAL AND FINISH AS GRID- L SHAPED MOLDING FOR
<br />MOUNTING AT THE SAME ELEVATION AS FASE OF GRID. TOUCH UP PAINT AS REQ TO MATCH GRID.
<br />A. Miscellaneous Lumber:
<br />1. Provide wood for support attachment of other work including cant strips,
<br />bucks, nailers, blocking, furring, grounds, stripping, and similar members.
<br />2. Grade: Standard grade light framing size lumber of any species or board size
<br />lumber as required. No. 3 Common or Standard grade boards per WCLIB rules or
<br />No. 3 boards per SPIB rules. Moisture content: Maximum 19 percent for lumber
<br />items not specified to receive preservative treatments.
<br />3. Pressure treat all wood members exposed to weather or in contact with
<br />masonry, concrete, or soil.
<br />B. Plywood sheathing:
<br />1. Wall sheathing: APA, Structural I, Group I, size and span rating indicated:
<br />nailed with 8d nails at 6 in. o.c. at edges and 12 in. o.c. at intermediate
<br />supports.
<br />C. Miscellaneous Material:
<br />1. Fasteners and Anchorage:
<br />a. Provide size, type, material, and finish and as recommended by applicable
<br />standards, complying with applicable Federal Specifications for nails, screws,
<br />staples, bolts, nuts, washers, powder actuated fasteners, and other anchoring
<br />devices.
<br />b. Provide metal hangers and framing anchors of size and type recommended by
<br />the manufacturer for each use including recommended nails.
<br />c. Where rough carpentry work is exposed to weather, in ground contact, or in
<br />area of high relative humidity, provide fasteners and anchorage with hot -dipped
<br />zinc, ASTM A-153.
<br />OWNER IS RESPONSIBLE TO REGULARLY TEST FOR WOOD INFESTATION AND
<br />MOISTURE INFILTRATION OF MATERIALITY.
<br />DIVISION 7 - THERMAL AND MOISTURE PROTECTION
<br />A. Bituminous Damp proofing:
<br />1. Provide non-fibrated type liquid glass fabric asbestos free emulsion, ASTM
<br />D 1227, Type III Manufacturer: Karnak Chemical Corp. or equal.
<br />2. Installation: Apply coat of liquid asphalt emulsion damp proofing material
<br />by brushing or spraying at rate of 1.5 to 2.5 gal. Per 100 sq. ft., as required for
<br />uniform dry film thickness of not less than 15 mil. on the interior surface of
<br />existing or new masonry or concrete tilt walls.
<br />B. Plastic Vapor Barrier:
<br />1. Provide a minimum 10 mil. carbonized polyethylene sheet comply with ASTM
<br />D-96.
<br />C. NOT USED
<br />D. NOT USED
<br />E. Fire Safing Insulation (one of the following):
<br />1. Non-combustible rated per ASTM E-136 Rockwood Industries "Fire Stop".
<br />2. 'Thermafiber Safing".
<br />3. Thickness as required to fire stop gaps in walls or at the wall/roofdeck
<br />intersection so as to maintain the designed fire rating. Refer to drawings and UL
<br />design criteria.
<br />F. Sealant:
<br />1. Interior: Paint grade silicone.
<br />2. Interior: Wet locations: Mildew -resistant silicone, white.
<br />3. Exterior: Paint grade silicone.
<br />4. Fire Stop and Fire rated penetrations: Dow Coming Fire Stop Foam 2001
<br />and Fire Stop Sealant 2000, 3M Fire Barrier Caulk CP-25, General Electric Pensil
<br />200 Fire stop Foam and Pensil 100 Fire stop Sealant.
<br />OWNER IS RESPONSIBLE TO REGULARLY TEST FOR INSECT INFESTATIONS,
<br />INCLUDING TERMITES (PER FLORIDA BUILDING CODE, 2020, 7TH EDITION). OWNER
<br />AND CONTRACTOR IS RESPONSIBLE TO REGULARLY TEST FOR ASBESTOS AND
<br />NOTIFY OWNER IMMEDIATELY IF ANY FOUND. STOP ANY WORK.
<br />OWNER IS RESPONSIBLE TO REGULARLY TEST FOR RADON AND REVIEW FBC 2020
<br />APPENDIX E CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN
<br />EXISTING BUILDINGS I APPENDIX F - PASSIVE RADON RESISTANT NEW
<br />RESIDENTIAL AND UNDERSTAND ALL RISKS INHERENT AND WILL NOT HOLD
<br />ARCHITECT, BUILDING OFFICIALS, OR CONTRACTOR LIABLE. OWNER AND
<br />CONTRACTOR RESPONSIBLE TO TEST AND IMMEDIATELY INDENTIFY ASBESTOS.
<br />ALL EXISTING BUILDINGS RUN THE RISK OF CONTAINING ASBESTOS AND IS NOT
<br />THE RESPONSIBILITY OF THE ARCHITECT. CONTRACTOR TO IMMEDIATELY HALT
<br />WORK AND NOTIFY OWNER IF ANY DISCOVERY IS FOUND. IF FOUND, STOP WORK
<br />IMMEDIATELY.
<br />TENANT IS RESPONSIBLE TO REGULARLY TEST AIR QUALITY.
<br />DIVISION 8- WINDOWS/ DOORS:
<br />10. Door Hardware: See door schedule for allowance. Provide all stops, hinges, weatherstrips, thresholds, etc. to ensure
<br />quiet and safe door operation.
<br />11. Keying & Locksets: All exterior locks to have interchangeable cores & heavy duty cylindrical type loc ksets, and to be
<br />keyed to a Master. Provide 4 Master keys.
<br />ALL DOOR AND WINDOW MANUFACTURE SPECIFICATIONS MUST EITHER MEET OR EXCEED ANY OR ALL NOTES AND
<br />DETAILS. ALL DOORS/ WINDOWS MUST COMPY WITH ANSI TEST STANDARDS THAT ARE SPECIFIED IN THE FL
<br />BUILDING CODE. ALL DOORS AND WINDOWS MUST ALSO COMPLY WITH AAMA, WDMA, AND MIAMI-DADE LABELED
<br />PRODUCTS IN THE BLDG. OFFICIAL REQUIRES THEM. PLEASE CHECK LOCAL BLDG. CODE FOR EXACT
<br />REQUIREMENTS.
<br />DIVISION 9 - FINISHES COORD ALL WITH DECOR DWGS AND SPECS AND CORPORATE
<br />APPROVAL., TYPICAL. CONTRACTOR TO VISIT SITE PRIOR TO BID.
<br />General Notes: SEE FBC 2020 7TH ED AND FFPC 7TH ED.
<br />1. General Contractor to coordinate all finishes with tenant provided directive.
<br />2. All interior finishes must meet the requirements for NFPA-1012020 edition Chapter 38.3.
<br />A. Gypsum Wallboard:
<br />1. Product:
<br />a. Interior partitions: 518 in. thick, comply with ASTM C 840.
<br />b. Fire Resistant: 5/8 in. thick, type X, comply with ASTMC 1396.
<br />c. Water resistant gypsum backing board: 5/8 in. thick, comply with ASTM C
<br />630.
<br />d. Exterior gypsum soffit board: 5/8 in. thick, comply with ASTM C 931.
<br />2. Drywall Accessories:
<br />a. Provide comer beads, edge trim and control joints which comply with ASTM
<br />C 1047.
<br />b. Gypsum board screws: ASTM C 1002.
<br />c. Provide concealed interior support steel for partial height wall greater than
<br />3 ft. long from the freestanding end.
<br />3. Finish: apply ready -mix drying -type all purpose joint compound in three (3)
<br />coats (not including pre -fill of openings in base) and sand between coats and
<br />after last coat. Surface to be smooth.
<br />4. Inspections: inspect and patch existing one (1) and two (2) hour rated
<br />partitions to maintain their rating. Label rated and smoke partition above the
<br />ceiling line.
<br />5. Level of gypsum board finishing shall be as described in Chapter 4 of the
<br />USG handbook and GA-214-90 Levels of Gypsum Board Finish. Unless
<br />otherwise noted, Levels 4 and 5 finish levels shall be obtained in all reception
<br />areas, conference rooms, offices and corridors.
<br />a. Level 1: Specified in plenum areas above ceilings and other concealed areas
<br />not open to public view and when required, a degree of sound and smoke
<br />control shall be obtained via "fire -taping".
<br />b. Level 2: Specified where water-resistant gypsum backing board (ASTM C630)
<br />is used as a substrate for tile.
<br />c. Level 3: Specified in appearance areas that are to receive heavy or medium
<br />texture (spray or hand applied) finishes before final painting, or where heavy
<br />grade wall coverings are to be applied.
<br />d. Level 4: Specified in appearance areas where textured flat paint (i.e.
<br />eggshell), light textures or wall coverings are to be applied. Joints and
<br />fasteners must be adequately concealed.
<br />e. Level 5 (Highest Quality Finish): Specified in appearance areas where gloss,
<br />semi -gloss, enamel, or non -textured paints are specified or where severe
<br />lighting conditions (down lights, wall washers, etc.). After filling and three (3)
<br />coats of joint compound have been applied to taped areas, a thin skim coat
<br />of joint compound shall be applied over the entire surface. After the skim coat
<br />has dried, the entire surface shall be primed with Sheet rock "First Coat" or a
<br />flat latex paint with high solid content applied undiluted.
<br />GYPSUM BOARD/ BACKER BOARDS: REFER TO ALL OWNER DOCUMENTS AND
<br />DECOR DWGS, SPECS, TYPICAL)
<br />1. GWB: Install 5/8" MOISTURE RESISTANT gypsum wall board throughout
<br />with "First Coat" finish by US Gypsum.
<br />2. USG MOLD Tough may be used, if applicable, see Mfr. instructions
<br />typical.
<br />3. Water -Resistant Gypsum Backer Board: Provide at all wet areas.
<br />4. Tile Backer: Provide a "cementious backer unit" equal to Durock
<br />Cement Board OR Durock Next Gen.. See Mfr instructions.
<br />5. MOISTURE RESISTANT GYSUM WALLBOARD (ASTM C630/630M
<br />IN WASHDOWN AND WET AREAS, MIN,. COORD WITH OWNER'S REP.
<br />PROVIDE FIRE RATER GYPSUM BOARD TYPE X" 5/8" THICK ON
<br />FIRE RATED PARTITION (ASTM C36) INSTALLED PER UL ASSEMBLY REQUIREMENTS.
<br />INSTALL PER GA-216 & GA -600. PROVIDE GYPSUM BOARD ACCESSORIES AS REQ,
<br />ACOUSTICAL SEALANT, CORNER BEARDS, EDGE TRIM (GA-216) JOINT MATERIALS (ASTM
<br />C475 &GA-216), REINFORCING TAPE, JOINT COMPOUND, ADHESIVE AND WATER PER MFR
<br />AND INDUSTRY SPECIFICATIONS.
<br />GYPSUM BOARD FINISHES:
<br />CERAMIC AND QUARRY TILE
<br />INSTALL ALL TILE PER THE LATEST ED OF THE TCA (TILE COUNCIL OF AMERICA)
<br />HANDBOOK FOR TILE INSTALLATION.
<br />ALL FINISHES AND COLORS SHALL BE APPROVED BY OWNER PRIOR TO ORDERING.
<br />SPECIFICATIONS
<br />SCALE: N.T.S.
<br />IF APPLICABLE, THIS ITEM WAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USINCs A DIGITAL SIGNATURE.
<br />ELECTRICAL Refer to Electrical sheets and notes which supercede
<br />- NOTIFY ELECTRICAL ENGINEER AND ARCHITECT IF ANY DISCREPANCIES FOUND
<br />1. All Electrical work shall be in accordance with the following codes and all
<br />local codes and ordinances, 2020 Florida (IF APPLICABLE Residential)
<br />Building Code (FBC)
<br />w/ any relevant Supplements, and latest Florida Fire Prevention Code
<br />(FFPC)
<br />2. All wire, conduits and boxes shall be concealed unless noted otherwise.
<br />3. All conductors shall be stranded copper, THHN/THWN, minimum #12 AWG.
<br />All conduit shall be concealed, unless otherwise shown.
<br />4. All circuits shall contain a separate green, copper grounding conductor.
<br />5. Panel boards shall be accurately labeled to identify final circuit numbers
<br />utilized, their load, and location.
<br />6. Electrical installation shall be closely coordinated with all other work.
<br />Contractor shall be responsible for all costs associated with ill-timed
<br />installation including any associated repairs or replacements.
<br />7. All receptacles shall have a ground terminal.
<br />8. Coordinate all temporary power requirements and all primary utility
<br />relocation and new work with power company.
<br />SEE MECHANICAL DWGS IF PART OF SET AND ALL NOTES, TYP.
<br />DIV 22 PLUMBING - PLEASE SEE ALL SHEETS IF APPLICABLE.
<br />1. ALL PLUMBING WORK SHALL CONFORM WITH THE FLORIDA BUILDING CODE, 7TH EDITION (2020)
<br />FLORIDA PLUMBING CODE. RUN PLUMBING CONCEALING IN WALLS AND
<br />BELOW SLAB AND MAKE ALL JOINTS HIDDEN IN WALL ABOVE SLAB. VERIFY
<br />ALL EXISTING SERVICE IS COMPATIBLE.
<br />2. BEFORE START OF ANY PLUMBING WORK, PLUMBING CONTRACTOR SHALL
<br />LOCATE EXISTING WASTE LINE, EXCAVATE AS REQUIRED. ADJUST WASTE
<br />ROUTING AND DIRECTION AS REQ TO CONNECT TO EXISTING WASTE LINE
<br />(IF NECESSARY)., TYP.
<br />3. LOCATE AND COORD ALL VENTS, VALVES, DRAINS, AND FIXTURES AS
<br />REQUIRED BY CODE. COORDINATE WITH OWNER AND ARCHITECT PRIOR TO
<br />ORDER./ INSTALL. IF EXISTING PLUMBING IS USED PLUMBING
<br />CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND
<br />ARCHITECT AND NOTIFY THEM IMMEDIATELY IF ANY DEVIATIONS FOUND.
<br />FOR REMODEL WORK, AND IF APPLICABLE, CONTRACTOR TO PLUG ANY
<br />ABANDONED WASTE LINES AND ANY ABANDONED SUPPLY LINES TO BE CAPPED
<br />AND CONCEALED IN WALL AS REQ., TYPICAL
<br />STANDARD CERAMIC
<br />TILE -INSTALLED PER TjCA
<br />MANUAL FOR INSTALLATION
<br />CERAMIC TILE INSTALLED OVER -
<br />"THIN -SET" ADHESIVE OVER MIN. 1/2"
<br />CEMENTITIOUS TILE BACKER
<br />BOARD OVER MIN. W FELT VAPOR
<br />BARRIER -TYPICAL TILE WALL
<br />CONTRACTOR TO
<br />C 0FOINATE STEP IN
<br />TOPPIWx WITH OTHER
<br />TRADES.
<br />RUBBERIZED, FLEXIBLE
<br />SHOWER PAN LINER -INSTALL
<br />MIN. 12" UP THE WALL
<br />CERAMIC, SKID
<br />RESISTANT FLOOR TILE
<br />INSTALLED OVER
<br />"THIN -SET" ADHESIVE ON
<br />MIN. 1 1!2" CEMENTITIOUS
<br />MUD SET -SLOPE TO
<br />DRAM
<br />a
<br />a a . C . • . . '':
<br />• • '
<br />l�
<br />RATED PENETRATION
<br />U
<br />PRE -MANUFACTURED,
<br />TWO PIECE SHOWER
<br />DRAIN -INSTALLED PER
<br />MANUFACTURERS'
<br />A.D.A.-ROLL-IN
<br />SPECIFICATIONS
<br />SHOWER
<br />TILE INSTALLATION
<br />SCALE: I U2""I'-0"
<br />0
<br />irzo
<br />m N
<br />a Oo Z
<br />N O
<br />a F
<br />3-0
<br />ZZW
<br />oo
<br />Qo^
<br />U0L,A
<br />LU U
<br />N ZO0
<br />0 N Z
<br />Q Li
<br />Za-m
<br />5Ua
<br />V)
<br />Ui
<br />U�
<br />F= Z
<br />W = U
<br />>_0a
<br />mwa
<br />= m U
<br />F
<br />z
<br />�
<br />J
<br />J
<br />�:D
<br />kn
<br />cc
<br />cc
<br />CyJ
<br />Q0
<br />U
<br />Cn
<br />� U
<br />U
<br />�
<br />< ¢
<br />o
<br />co
<br />U
<br />J
<br />LLJ
<br />W N
<br />W � �
<br />Ln
<br />00
<br />V) LL
<br />CD
<br />z I (f
<br />0 �
<br />J
<br />D
<br />Z
<br />V a_
<br />W N
<br />O
<br />O
<br />DATE: 04/05/2021
<br />DRANN: J.Wh.
<br />CHECKED: PA.S.
<br />PROJECT: 2102
<br />SHEET NUMBER
<br />AO-02
<br />3 OF 12
<br />0
<br />
|