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G0.9
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<br />C-2
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<br />C-4 -
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<br />C-D
<br />37'-9/l/2"
<br />A501-6
<br />\ D.S.
<br />0
<br />REFER TO BUILDING B
<br />c?
<br />RAWINGS FOR ALL
<br />N
<br />NFORMATION
<br />ERTAINING TO THE
<br />ADJACENT BUILDING
<br />0
<br />C-4.6 -
<br />C-4.7
<br />0
<br />C-4.9
<br />C-5 -
<br />REAR
<br />LEFT N RIGHT
<br />FRONT
<br />1 Retail C Life Floor Plan
<br />Scale 1/8"=V-0"
<br />C-C Q
<br />IBI
<br />-00
<br />i . 47'-38" i _ 16'-3%"
<br />A201-4
<br />22'-1y2" 1 2'4' 22'-1Y" 1 22'-1 "
<br />{
<br />D.S. D.S.
<br />A501-7
<br />ROOF ACCESS HATCH
<br />AND LADDER, RE:
<br />A301-4&5 AND A502-20
<br />[] J
<br />EDGE OF SLAB LEAVE OUT. NO
<br />SLAB IN REAR BAY OF BUILDING
<br />STEEL COLUMN. RE: STRUCTURAL
<br />C-A.6 I 1 C-A.4 I l C-A.2 I i C-A.1
<br />4'-2 3'-10' 6'-0"
<br />-- ---'
<br />D.S.
<br />3
<br />01
<br />//F
<br />RISER. RE: FP001
<br />FIRE SPRINKLERRMATION
<br />N
<br />1
<br />i CV
<br />=C9
<br />1
<br />o
<br />Soil Poisoning for Termite Control
<br />1. GENERAL
<br />1.1 Scope: Furnish all labor, materials and equipment necessary to complete the
<br />application of soil poisoning for the termite control as specified herein.
<br />1.2 Contractor's Qualifications: Applicator shall be licensed in the state where the project
<br />is located and shall be nationally known company.
<br />1.3 Guarantee:
<br />a. Termite protection treatment shall be guaranteed for period of five years against
<br />termite infestation. Guarantee shall include any yearly renewal costs. Repairs
<br />for termite damage paid by termite company.
<br />b. At the Owner's option, at the termination of the guarantee, an extension renewal of
<br />inspection and service treatment shall be made available to the Owner.
<br />2. PRODUCTS
<br />2.1 Materials
<br />A. Materials shall be a chemical formulated as an emulsible concentrate for
<br />subsequent dilution with water. Fuel oil or other petroleum -based products are
<br />permitted as a dilutent.
<br />B. For soil areas to be treated, apply the following chemical at not less than the
<br />designated concentration:
<br />1. Premise by Bayer Corporation: 1.0 % applied in water emulsion.
<br />- C-0.5
<br />2. Prelude by Zenech Corporation: 1.0 % applied in water emulsion.
<br />C. Other Brands of chemical components using one of the following:
<br />1. imidacioprid: 0.5 % to 0.1 % Concentration in water emulsion.
<br />-
<br />2. Permethrin: 1.0 % Concentration in water emulsion.
<br />D. Use treatment solutions which are not injurious to plantings in landscape areas.
<br />c
<br />3. EXECUTION
<br />3.1 Restrictions: do not apply soil treatment solution until excavating, filling and and grading
<br />operations are completed, except as otherwise required in construction operations. to
<br />C-0.9
<br />ensure penetration, do not apply soil treatment to excessively wet soil or during inclement
<br />weather.
<br />3.2 Surface Preparation: Remove foreign matter which could decrease effectiveness of
<br />C-1
<br />treatment on areas to be treated. Loosen, rake, and level soil to be treated, except
<br />previously compacted areas under slabs and foundations. Toxicants may apply before
<br />placement of compacted fill under slabs, if acceptable to the Architect.
<br />3.3 Application Rates: Apply soil treatment solution as follow:
<br />Within building area, with or without slabs -on -grade, at the rate of 1.5 gal. per 10 sq. ft.
<br />Under foundations and footings, including horizontal and vertical surfaces of excavations,
<br />at the rate of 1 gal. per 10 sq. ft.
<br />1�
<br />Outside building perimeter in a strip at least 2' wide and under porches, areaway, aprons,
<br />a,
<br />walks, pads, stair landings, or paved extensions, at a rate of 1 gal. per 5 sq. ft.
<br />N
<br />Allow not less than 12 hours for drying after application, before beginning concrete
<br />placement or other construction activities.
<br />3.4 Post signs in the areas of application warning workers that soil poisoning has been
<br />applied. Remove signs when areas are covered by other construction.
<br />3.5 Re -apply soil treatment solution to areas disturbed by subsequent excavation or other
<br />construction activities following application.
<br />M
<br />C-2
<br />- C3
<br />C1d
<br />BUILDING IS BEING PERMITTED AS AN
<br />UNOCCUPIED SHELL BUILDING. TENANT
<br />DEMISING WALLS, TOILETS, CEILINGS,
<br />HVAC DUCTING AND LIGHTING TO BE
<br />SUBMITTED SEPARATELY DURING TENANT
<br />FIT UP SUBMISSIONS.
<br />A303-2
<br />EXTERIOR FRAMED WALL AT THE
<br />FRONT OF THE SPACE IS NOT
<br />REQUIRED TO BE FIRE RATED. RE: �q
<br />DETAIL 2 ON THIS SHEET
<br />N
<br />O
<br />ALL INTERIOR FINISHES OVER
<br />MASONRY WALLS TO BE PROVIDED
<br />AS PART OF FUTURE TENANT WORK.
<br />RE: DETAIL # 3 ON THIS SHEET.
<br />I
<br />ALL DOWNSPOUTS (D.S.) TO BE TIED
<br />DIRECTLY INTO SITE STORM DRAINAGE 4
<br />SYSTEM UNDERGROUND. RE: CIVIL
<br />DRAWINGS FOR CONTINUATION OF
<br />C] -UNDERGROUND LINES, - - - - 17 - C-4
<br />.....
<br />RETAIL C .._
<br />101Ic
<br />88, 75 SQ F �1 - -- N
<br />REFER 10 BULDIN 33 D Q
<br />RE: CIVIL FOR DRAWIN 3S FOR ALL
<br />COMPLETE GRADING INFORMATION PERTAININ
<br />INFORMATION TO THE DJACENT
<br />=� BUILDING
<br />STUB COLUMN ABOVE
<br />10'-8" 6'-0646-4-4 " L' - 96'-010-8" (SC). RE: STRUCTURAL
<br />'" " '
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<br />u SC u SC Sc
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<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . T-2
<br />-
<br />0
<br />A501-8 A501-6 � W) -I- - -
<br />SIM. T-1
<br />15'-0" 2'-8" 15'-0" 2'-8" 8'-2" 10'-8" 12 0" 10'-8" V-2" --8' 16'-5" 2'-8" 16'-5" 2'-8" I 8" 8'-6"
<br />j- ----- __._._ .... ---...._..-- _..---_.....--- --
<br />i
<br />"= A501-9
<br />12'-5" 2'-8' 19-
<br />33'-6" 4'-3Y2" 642" 6-0n 64" 6-4- 9'4n 6'-0" 8'-10%" -93/" 38'-6" -6" 10" 10'-8" '-10"
<br />1264'
<br />T-D T-C T-B T-A
<br />I I I I ILI I I I
<br />A201-1
<br />GC.1 C-C C-B.8 C-6.7 C-B.6 GB.5 C-B.3 C-13.2 C-B C-A.9 C-A
<br />NAME
<br />Finish Schedule EE-OR
<br />A_2A-2ROOM
<br />NUMBER
<br />I
<br />FLOOR MATERIAL
<br />WALL BASE MATERIAL
<br />WALL MATERIAL
<br />CEILING MATERIAL
<br />A
<br />SEALED
<br />1
<br />NONE
<br />A
<br />UNFINISHED
<br />1
<br />ACOUSTICAL
<br />CONCRETE
<br />CMU OR GYP
<br />LAY -IN TILE
<br />B
<br />VCT TILE
<br />2
<br />VINYL
<br />B
<br />ENAMEL PAINTED
<br />2
<br />PAINTED
<br />GYPSUM BOARD
<br />GYPSUM BOARD
<br />C
<br />CERAMIC TILE
<br />3
<br />CERAMIC
<br />C
<br />ENAMEL PAINTED
<br />3
<br />NONE
<br />CONC. BLOCK
<br />IHr/2Ratted Framed Wall
<br />2Sca
<br />RE: FLOOR PLAN FOR LOCATIONS
<br />3 Masonry Wall
<br />Scale 1 1/2"=1'-0"
<br />RE: FLOOR PLAN FOR LOCATIONS
<br />RE: STRUCTURAL FOR
<br />COMPLETE FRAMING
<br />INFORMATION
<br />CONTINUOUS TRACK
<br />AT TOP OF WALL
<br />MTL STUD FRAMING
<br />60OS200-43 @ 16"OC
<br />R-19 BATT INSULATION
<br />GYP BOARD & FRAMING
<br />ALL THE WAY TO THE
<br />UNDERSIDE OF THE
<br />ROOF STRUCTURE
<br />ABOVE.
<br />CONTINUOUS STUD
<br />TRACK 600T200-43
<br />CONCR. FLOOR SLAB
<br />RE: STRUCTURAL
<br />8" MASONRY WALL
<br />RE:STRUCTURAL
<br />CEILING AND
<br />INTERIOR FINISH TO
<br />BE PROVIDED AS
<br />PART OF FUTURE
<br />TENANT INTERIOR
<br />BUILD OUT
<br />EXTERIOR FINISH
<br />RE: ELEVATIONS
<br />COREFILL 500 FOAM
<br />INSULATION IN ALL
<br />MASONRY CELLS NOT
<br />REQUIRED BY STRUCT.
<br />TO BE GROUT OR
<br />CONCRETE FILLED.
<br />RE: SIDEWALK PLAN
<br />FOR ALL SIDEWALK
<br />INFORMATION
<br />CONCR. FLOOR SLAB
<br />RE:STRUCTURAL
<br />CONT. FLASHING. EXTEND MIN 8" UP BEHIND
<br />STUCCO. SEAL TOP OF FLASHING TO
<br />BUILDING Wl "PEEL & STICK" MEMBRANE.
<br />STUCCO TERMINATED ON TOP OF SILL W/
<br />FRY REGLET JDM-625 (1/2" GAP). CONT.
<br />MASONRY WALL.
<br />BACKER ROD & SEALANT.
<br />RE: STRUCT.
<br />SILL PIECE. RE: ELEVATIONS
<br />GROUT FILL ALL:
<br />MASONRY CELLS
<br />PROVIDE OPEN HEAD JOINT WEEPS @ 24" OC
<br />BELOW GRADE
<br />OR TUBE WEEPS @ 16" OC. (1/4" MIN DIA.)
<br />ADHESIVE, SELF HEALING, WATER PROOF
<br />BARRIER. SEAL TOP OF BARRIER TO
<br />BUILDING W/ "PEEL & STICK" MEMBRANE.
<br />STONE VENEER. ATTACHED TO BUILDING W/
<br />STUCCO OVER WATER PROOF BARRIER.
<br />-�� CONT. FLASHING. EXTEND MIN. 8" UP BEHIND
<br />ADHESIVE, SELF
<br />WATER PROOF BARRIER.
<br />HEALING, WATER
<br />PROOF BARRIER.
<br />WEEP HOLES. SEE NOTE ABOVE.
<br />SEAL TOP OF BARRIER
<br />TO BUILDING W/ "PEEL
<br />CONCRETE SIDEWALK
<br />& STICK" MEMBRANE.
<br />�-- ----- STUCCO OVER
<br />EXPOSED FACE
<br />3/4" WATER PROOF
<br />PROTECTIVE BOARD
<br />OVER BARRIER
<br />FROM 6" ABOVE
<br />- -
<br />GRADE DOWN TO
<br />1
<br />TOP OF FOOTING.
<br />PROVIDE MASONRY
<br />-
<br />EZFLOW"
<br />VENEER ATTACHED
<br />GEOTEXTILE
<br />ji
<br />TO CMU WALL W/TIES.
<br />BARRIER i' `��j J r': AROUND FILL.
<br />n
<br />I,
<br />CONT. FLASHING.
<br />EXTEND MIN. 8" UP
<br />BEHIND WATER
<br />r'
<br />'�
<br />'-�.�� ✓��` _ v j -, PROOF BARRIER.
<br />� �� J �� �I •1
<br />��
<br />FLOOR SLAB W/ EXP.
<br />���
<br />(� WEEP HOLES.
<br />JOINT. RE: STRUCT.
<br />SEE NOTE ABOVE.
<br />�L
<br />C
<br />..
<br />,`�n.,
<br />FOUNDATION.
<br />CONT. FLASHING.
<br />RE: STRUCT.
<br />` z �MIN. 8" DOWN OVER
<br />4
<br />' C' �PROTECTIVE BOARD
<br />�
<br />"EZFLOW'
<br />GEOTEXTILE
<br />BARRIER
<br />AROUND DRAIN.
<br />a
<br />FRENCH DRAIN
<br />"
<br />>( ; (' (8" MIN DIA). RE:
<br />SIDEWALK PLAN
<br />G
<br />FOR ROUTING
<br />WATER PROOF BARRIER &
<br />PROTECTIVE BOARD. SEE
<br />Breezeway Wall Detail
<br />NOTES ABOVE
<br />4
<br />Scale 1 1/2"=1'-0"
<br />CONT. FLASHING. EXTEND MIN 8" UP BEHIND
<br />STUCCO. SEAL TOP OF FLASHING TO
<br />BUILDING W/ "PEEL & STICK" MEMBRANE.
<br />STUCCO TERMINATED ON TOP OF SILL W/
<br />FRY REGLET JDM-625 (1/2' GAP). CONT.
<br />MASONRY WALL.
<br />BACKER ROD & SEALANT.
<br />RE: STRUCT.
<br />SILL PIECE. RE: ELEVATIONS
<br />GROUT FILL ALL
<br />MASONRY CELLS
<br />=
<br />PROVIDE OPEN HEAD JOINT WEEPS @ 24" OC
<br />BELOW GRADE
<br />OR TUBE WEEPS @ 16" OC. (1/4" MIN DIA.)
<br />ADHESIVE, SELF HEALING, WATER PROOF
<br />BARRIER. SEAL TOP OF BARRIER TO
<br />BUILDING W/ "PEEL & STICK" MEMBRANE.
<br />STONE VENEER. ATTACHED TO BUILDING W/
<br />STUCCO OVER WATER PROOF BARRIER.
<br />CONT. FLASHING. EXTEND MIN. 8" UP BEHIND
<br />ADHESIVE, SELF
<br />WATER PROOF BARRIER.
<br />HEALING, WATER
<br />PROOF BARRIER,
<br />IWEEP
<br />HOLES. SEE NOTE ABOVE.
<br />SEAL TOP OF BARRIER
<br />TO BUILDING WI "PEEL
<br />GRAVEL
<br />LOOSE FILL
<br />& STICK" MEMBRANE.
<br />RE: CIVIL FOR
<br />9
<br />r----- STUCCO OVER
<br />ALL LANDSCAPE
<br />3/4" WATER PROOF
<br />a
<br />EXPOSED FACE
<br />INFORMATION
<br />PROTECTIVE BOARD
<br />✓. J , ;
<br />OVER BARRIER;'
<br />%,1%W"
<br />1
<br />WATER PROOF BARRIER &
<br />PROTECTIVE BOARD. SEE
<br />NOTES ABOVE
<br />Kossik Rd
<br />"EZFLOW'
<br />I GEOTEXTILE
<br />Jr��^ J.(• rl! ?( BARRIER
<br />AROUND FILL.
<br />CONT. FLASHING.
<br />EXTEND MIN. 8" UP
<br />BEHIND WATER
<br />PROOF BARRIER.
<br />JI
<br />c1 WEEP HOLES.
<br />(_. SEE NOTE ABOVE.
<br />J,( CONT. FLASHING.
<br />MIN. 8" DOWN OVER
<br />PROTECTIVE BOARD
<br />"EZFLOW"
<br />%? GEOTEXTILE
<br />` ( BARRIER
<br />AROUND DRAIN.
<br />,7 FRENCH DRAIN
<br />` (8" MIN DIA). RE:
<br />�, �_J( SIDEWALK PLAN
<br />' FOR ROUTING
<br />5 Breezeway Wall Detail
<br />Scale 1 1/2"=1'4'
<br />Key Plan
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