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C-0.9 <br />C-1 \ \� <br />N <br />10 <br />C-4 <br />r) <br />0 <br />REFER TO BUILDING 8 <br />o <br />DRAWINGS FOR ALL <br />v <br />INFORMATION <br />PERTAINING TO THE <br />ADJACENT BUILDING <br />1 <br />C-4.6 <br />C-4.7 <br />C-4.9 <br />C-5 <br />IN <br />REAR <br />LEFT FN <br />RIGHT <br />FRONT <br />1 RetailC Life Floor Plan Scale l <br />3T-9 2" <br />125-4" ....- 1 <br />4T-3Y" fi 16'-3%" 10'4" 6-10" 6'-4" 10'- <br />FIRE RISER. RE: FP001 <br />/ 4'-2 / 3'-10" 6'-0" / FOR FIRE SPRINKLER <br />' INFORMATION <br />D.S. \ <br />ROOF ACCESS HATCH <br />AND LADDER, RE: <br />A301-4&5 AND A502-20 <br />dd I I N11 I/ v v v I I <br />15'-0" 2'-8" 15'-0" 2'-8" 8'-2" 10'-73/" 12' 2" 10'-71" 8'-2" 16-5" 2'-8" <br />13 <br />A501-9 <br />/2'-8"/ 12'-5" /2-8" 19'-6" 2'4' 12'-5" �2'-8"/ <br />33'-6" - - 4'-V2" 6'-4Yz" V-0" - 5'-4" F-4 9'-4" 6'-0" / 8'-105/e" 1--93/8- 38'-6„ <br />125'-4" <br />A201-1 <br />C-D C-C.1 C-C C-B.8 C-B.7 C-6.6 C-B.5 C-6.3 C-8.2 C-B C-A.9 <br />000000 0 0 0 <br />M <br />N <br />0 <br />co <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 />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 />2. Permethrin: 1.0 % Concentration in water emulsion. <br />Use treatment solutions which are not injurious to plantings in landscape areas. <br />QD. <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 />ensure penetration, do not apply soil treatment to excessively wet soil or during inclement <br />C 0.9 <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 />o, <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 />A <br />v <br />A <br />l(i <br />Finish Schedule Hj_ NAME <br />A_2-A-2 ORONUMBER <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 />CONIC. BLOCK <br />a <br />� C <br />N\ <br />19 <br />II <br />1.9 <br />\ C-4 <br />N <br />REFER TO BUILDING D <br />DRAWINGS FOR ALL <br />INFORMATION PERTAINING, <br />TO THE ADJACENT `4 <br />BUILDING <br />w --- <br />o - <br />r <br />' <br />-o\\ <br />1- <br />"5° T3 <br />T2 <br />ASIM. T-14 16-5 /2'-8"/ t'-8" 8'-6" t'-8" <br />t'-6/-10"/ 10'-81, '-10'/ <br />T-D T-C T-B T-A <br />2 Non Rated Framed Wall <br />Scale 1 1/2"=1'4' <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 60OT200-43 <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 />MASONRY WALL. - <br />RE: STRUCT. <br />GROUT FILL ALL - <br />MASONRY CELLS <br />BELOW GRADE <br />ADHESIVE, SELF <br />HEALING, WATER <br />PROOF BARRIER, <br />SEAL TOP OF BARRIER <br />TO BUILDING Wl "PEEL <br />& STICK" MEMBRANE, <br />3/4" WATERPROOF - <br />PROTECTIVE BOARD <br />OVER BARRIER <br />FROM 6" ABOVE <br />GRADE DOWN TO <br />TOP OF FOOTING. <br />PROVIDE MASONRY <br />VENEER ATTACHED <br />TO CMU WALL W/ TIES. <br />FLOOm OLMD m r-Ar. <br />JOINT. RE: STRUCT, <br />FOUNDATION. <br />RE: STRUCT. o <br />WATER PROOF BARRIER & <br />PROTECTIVE BOARD. SEE <br />NOTES ABOVE <br />MASONRY WALL. - <br />RE: STRUCT. <br />GROUT FILL ALL <br />MASONRY CELLS <br />BELOW GRADE <br />ADHESIVE, SELF -� <br />HEALING, WATER <br />PROOF BARRIER. <br />SEAL TOP OF BARRIER <br />TO BUILDING W/ "PEEL <br />& STICK" MEMBRANE. <br />3..4"'NATER PROOF -- <br />PROTECTIVE BOARD <br />OVER BARRIER <br />FROM 6" ABOVE ---- <br />GRADE DOWN TO <br />TOP OF FOOTING. <br />PROVIDE MASONRY <br />VENEER ATTACHED <br />TO CMU WALL Wi TIES. <br />FLOOR JLHD VVI r-Ar. <br />JOINT. RE. STRUCT. <br />FOUNDATION, <br />RE: STRUCT, <br />WATER PROOF BARRIER & <br />PROTECTIVE BOARD. SEE <br />NOTES ABOVE <br />S <br />CONT. FLASHING. EXTEND MIN 8" UP BEHIND <br />STUCCO. SEAL TOP OF FLASHING TO <br />BUILDING WI "PEEL & STICK" MEMBRANE. <br />STUCCO TERMINATED ON TOP OF SILL W/ <br />FRY REGLET JDM-625 (1/2" GAP). CONT. <br />BACKER ROD & SEALANT. <br />�- SILL PIECE. RE: ELEVATIONS <br />PROVIDE OPEN HEAD JOINT WEEPS @ 24" OC <br />OR TUBE WEEPS @ 16" OC. (114" MIN DIA.) <br />I <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 />i CONT. FLASHING. EXTEND MIN. 8" UP BEHIND <br />WATER PROOF BARRIER. <br />WEEP HOLES. SEE NOTE ABOVE. <br />CONCRETE SIDEWALK <br />STUCCO OVER <br />EXPOSED FACE <br />xossik Rd <br />"EZFLOW' <br />GEOTEXTILE <br />BARRIER <br />AROUND FILL <br />CONT. FLASHING. <br />EXTEND MIN. 8" UP <br />BEHIND WATER <br />PROOF BARRIER. <br />WEEP HOLES. <br />SEE NOTE ABOVE. <br />CONT. FLASHING. <br />MIN. 8" DOWN OVER <br />PROTECTIVE BOARD <br />"EZFLOW" <br />GEOTEXTILE <br />BARRIER <br />AROUND DRAIN. <br />FRENCH DRAIN <br />(8" MIN DIA). RE: <br />SIDEWALK PLAN <br />FOR ROUTING <br />4 Breezeway Wall Detail <br />Scale 1 1/2"=V-0" <br />FLASHING. EXTEND MIN 8" UP BEHIND <br />jCONT. <br />STUCCO. SEAL TOP OF FLASHING TO <br />BUILDING W1 "PEEL & STICK" MEMBRANE. <br />------ - <br />STUCCO TERMINATED ON TOP OF SILL W/ <br />FRY REGLET JDM-625 (1/2" GAP). CONT. <br />1 <br />BACKER ROD & SEALANT. <br />SILL PIECE. RE: ELEVATIONS <br />PROVIDE OPEN HEAD JOINT WEEPS @ 24" OC <br />\ <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 />�- <br />STONE VENEER. ATTACHED TO BUILDING W/ <br />STUCCO OVER WATER PROOF BARRIER. <br />CONT. FLASHING. EXTEND MIN. 8" UP BEHIND <br />WATER PROOF BARRIER. <br />�- <br />WEEP HOLES. SEE NOTE ABOVE. <br />GRAVEL LOOSE FILL <br />-o <br />RE- CIVIL CIVIL FOR <br />.r ---- <br />STUCCO OVER ALL LANDSCAPE <br />EXPOSED FACE INFORMATION <br />- "EZFLOW' <br />GEOTEXTILE <br />BARRIER <br />AROUND FILL. <br />CONT, FLASHING. <br />EXTEND MIN. 8" UP <br />BEHIND WATER <br />PROOF BARRIER. <br />WEEP HOLES. <br />SEE NOTE ABOVE. <br />CONT. FLASHING. <br />MIN. 8" DOWN OVER <br />/ <br />PROTECTIVE BOARD <br />f <br />"EZFLOW" <br />GEOTEXTILE <br />BARRIER <br />AROUND DRAIN. <br />FRENCH DRAIN <br />(8" MIN DIA). 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