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HomeMy WebLinkAbout1371 Rinehart Rd 07-1375 (rev)ARCHITECT'S KOHL'S PROJECT MGR 0 GaryBohn ADDENDUM F KOHL'S CONST DIRECTOR 0 Gregg Bartel ARCHITECT 0 Christopher B. Goble, Scott&Goble Architects STRUCTURAL CONSULTANTS 0 Bob Steckel, Ambrose Engineering MEP CONSULTANTS 0 David Coburn, Larson Binkley GENL CONTRACTOR 0 Jay Brown, R.A. Rogers Construction PROJECT: KOHL'S ADDENDUM: F Sanford, FL NEC Rinehart RD & Oregon Ave Sanford, FL OWNER: KOHL'S DEPARTMENT STORES, INC. DATE: May 07, 2007 TO ( CONTRACTOR) R.A. Rogers Construction 111 West Magnolia Avenue Longwood, FL 32750 ARCHITECT' S PROJECT NO: 0612041 O CONTRACTFOR: FILE NO: od m This Addendum hereby revises and/or clarifies the original construction documents t er ch bid jWJeNAr- rd shall be taken into account in preparing your bid for the Project. The revisions and/or are in ' tog changes. The receipt of this Addendum must be acknowledged on your bid form. ld ARCHITECTURAL COM DESCRIPTION 1. CMP 07-035: Added plywood backer to support the shelf in the Returns Room. Sheet affected: (WS1) 2. CMPs 07-036, 07-037, 07-038, 07-039, 07-040, 07-041: Centercore/Juniors Updates. Sheets affected: (AI, RC1, PP1, WS1, SS1, FP1, FDN, DS1, DS2, DS3, EL2, EL3, EL4, CPI) 3. CMP 07-042REV 1: Reduction of tile in Men's & Family Restroom: Tile wall trim on all wet walls & wall adjacent to fixtures as directed only. Sheet affected: (A1.3) 4. First Issuance of Plans. Sheets affected: (T1, A6, WF1, WF2) 5. Revised mounting height for dock fan/light. Sheet affected: (SDI. 1) 6. Revised elevator enclosure details, handrail details, and escalator flooring details at center floor plan. Sheets affected: (A2.4, A2.5, A2.6) 7. ^ Revised wall at display window from 8" to 6". Sheets affected: (A3.1, A3.3, A5.1) K:\ Kohl's\Projects\Sanford, FL\07. Change\Add_F 050707\11202_Add-F_05-07-2007.doc Page 1 of 3 f Revised Florida product approval note. Sheet affected: (A4) 9. Center Core APT-2L adjustments. Sheets affected: (RC1, RC2, PP1, PP2, WS1, WS2, SS1, SS2, FP1, FP2, FDN, DS1, DS2, DS3, DS4, EL3, EL4, CP1, CP2, WF1, WF2) 10. Relocated Eliason Doors, Mens Dept. walls, Aisle "unchamfer" near Misses Classic Dept. A -Focal wall. Sheets affected: (RC1, PP1, WS1, SS1, FP1, EL1, EL2, CPI) 11. High density lights in stock and restroom areas. Sheets affected: (RC1, SS2) 12. Revised Intimates and Shoes Department walls, changed "finger -aisle," and shifted shoe stock door. Sheets affected: (RC2, PP2, WS2, FP2, EL5, EL6, EL7, CP2) 13. Added Flooring transition detail marker. (4/FDN) Sheet affected: (FPI) 14. Revised wall covering legend. Sheet affected: (EL4) 15. Rotated PVU's in Dec. Home and Housewares per fixture planning. Sheet affected: (CP2) STRUCTURAL 1. Revised interior soffit details 7 to 10 for center core changes. Sheets affected: (SO.1) 2. Removed panel marks P-5, P-8. Sheets affected: (SLI, S4.1) Revised grid 5.6 in front to grid 5.7 and added compass. Sheets affected: (S1.1, S2.1, S2.2, S3.1) 4. Revised footing elevations in north corner. Sheets affected: (SLI, S4.1) Revised elevator pit dimensions and revised details, location of sill angle and location of tube framing. Sheets affected: (SLI, S1.3, S2.1, S2.2, S3.1, S3.3) 6. Revised second floor escalator steel and slab edge dimensions and details for handrail. Sheets affected: (S2.1, S2.2, S2.3) 7. Revised angle elevation on detail 20. Sheet affected: (S2.2) KAKohl' s\Projects\Sanford, FL\07. Change\Add_F 050707\11202_Add-F_05-07-2007.doc Page 2 of 3 8. Added and keyed in detail 14 and keyed in detail 2. Sheets affected: (S2.1, S3.1, S3.3) DESCRIPTION Center Core APT-21, adjustments. Sheets affected: (MLI, M1.2, ELL, E1.2) 2. CMP 07-025: Revised outlets in Cash Room and Returns Room. Sheets affected: (E2.1, E2.2) 3. CMPs 07-036, 07-037, 07-038, 07-039, 07-040, 07-041: Centercore/Juniors Updates. Sheets affected: (M1.1, M2, ELI, E1.2, E2.1, E2.2, E3, E4, E5) 4. Revised Intimates and Shoes Department walls, changed "finger -aisle," and shifted shoe stock door. Sheets affected: (M1.1, M1.2, E1.1, E1.2) 5. High density lights in stock and restroom areas. Sheets affected: (E1.1, E2.1) 6. Relocated Eliason Doors, Mens Dept. walls, Aisle "unchamfer" near Misses Classic Dept. A -Focal wall. Sheets affected: (E2.1, E2.2) END OF ADDENDUM F ** ATTACHMENT: Sheets: T1, SDI. 1, Al, A1.3, A2.4, A2.5, A2.6, A3.1, A3.3, A4, A5.1, A6, RC1, RC2, PP1, PP2, WS1, WS2, SS1, SS2, FP1, FP2, FDN, DS1, DS2, DS3, DS4, ELI, EL2, EL3, EL4, EL5, EL6, EL7, CPI, CP2, WF1, WF2, SO.1, 51.1, S1.3, S2.1, S2.2, S2.3, S3.1, S3.3, 54.1, M1.1, M1.2, E1.1, E1.2, E2.1, E2.2, E3, E4, E5 Specifications: 09300, 09680 ARCHITECT: Christopher B. Goble, AIA BY: Virginia Hart K:\Kohl's\Projects\Sanford, FL\07. Change\Add_F 050707\11202_Add-F_05-07-2007.doc Page 3 of 3 KOHL's Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 SECTION 09300 CERAMIC TILE PART1-GENERAL 1.01 SUMMARY OF WORK A. Install Kohl's fumished Porcelain Tile as shown on Drawings and as specified, complete. 1. Owner will fumish porcelain tile, marble thresholds, setting and grouting materials for Contractor's installation. 2. Contractor to provide aluminum trim pieces. B. Type of Installation: 1. Porcelain Tile over Slab -on -Grade. 2. Porcelain Tile over Suspended Floors. 3. Exterior Porcelain Tile. 1.02 RELATED WORK A. Related Work specified elsewhere: 1. Section 07920 - Sealants. 2. Section 09305 - Cement Board. 3. Section 14240 - Hydraulic Passenger Elevators: Cab flooring. 1.03 QUALITY ASSURANCE A. Reference Standards: 1. American National Standards Institute (ANSI): a. ANSI A108.1 - Installation of Ceramic Tile. b. ANSI A108.5 - Installation of Ceramic Tile with Dry -Set Portland Cement Mortar or Latex Portland Cement Mortar. C. ANSI A108.10 - Installation of Grout in Tilework. d. ANSI A118 - Dry -Set Portland Cement Mortar. e. ANSI A118.4 - Latex -Portland Cement Mortar. CERAMIC TILE Section 09300 -1 Addendum F, 05.07.07 KOHL'S Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 f. ANSI A118.6 - Ceramic Tile Grouts. g. ANSI A137.1 - Recommended Standard Specifications for Ceramic Tile. 2. ASTM International (ASTM). 3. Florida Building Code (FBC): a. Chapter 12 — Interior Environment. b. Chapter 21 — Masonry. 4. Tile Council of America, Inc. (TCA): a. TCA Handbook for Ceramic Tile Installation, interior and exterior methods. B. ADA Compliance: Floor file shall have a static coefficient of friction (COF) of not less than 0.6 wet. C. Comply with codes, laws, ordinances and regulations of local authorities having jurisdiction over this part of the work. 1.04 PRODUCT DELIVERY, HANDLING AND STORAGE A. Accept delivery of Owner fumished material only in an undamaged condition; store above ground and in a dry place within the building. Packaged material shall be in original containers with seals unbroken and labels intact until time of use. Wrapped or bundled material shall bear the name of the manufacturer and the product. B. Deliver to job site and store packaged material in original containers with labels intact. Handle and store materials per manufacturer's printed instructions. C. Prevent damage to materials by water, freezing or other causes. 1.05 PROJECT CONDITIONS A. Maintain temperatures at not less than 50 degrees F in tiled areas during installation, and for 7 days after completion unless higher temperatures are required by manufacturer's instructions. B. Vent temporary heaters to exterior to avoid carbon dioxide buildup and damage to new tile work. PART 2 - PRODUCTS 2.01 MANUFACTURERS CERAMIC TILE Section 09300 - 2 Addendum F, 05.07.07 KOHL'S Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 A. Specified Manufacturers: All materials of each type used in the work shall be the product of a single manufacturer. B. Materials furnished by Owner for Contractor to install: 1. Porcelain Tile: FBI We W 30gs o di a so s •a e n •o •r o• io a nj • a ' o 0 2. Setting and Grouting Materials. 3. Other Materials: As specified in Par. 2.02 of this Section. 2.02 MATERIALS A. Owner furnished Interior Porcelain Tile: 1. a 11a o i e sio o cii o a n, femea—bonfi. a. Nominal size: 12" x 12" face size. b. Nominal size: 16" x 16" face size. o i l sr •e 8 8 are r •e d. Location, colors, patterns and additional information: As shown on Drawings. B. Owner furnished Glass Tile: 1. Refer to Drawings for dimensions, patterns, colors, locations and additional information. C. Owner furnished Exterior Porcelain Tile: 1. Refer to Drawings for dimensions, patterns, colors, locations and additional information. D. Portland Cement: ASTM C150, Type I. E. Sand: ASTM C144. F. Water: Clean, free from deleterious substances. G. Dry -Set Mortar: 1. KERABOND by Mapei. CERAMIC TILE Section 09300 - 3 Addendum F, 05.07.07 KOHL's Department Stores, Inc. Store. No.11202, Sanford, FL January 30, 2007 a. Owner fumished. H. Acrylic Latex Additive: 1. KERALASTIC by Mapei. a. Owner fumished. I. Grout: 1. KERACOLOR S by Mapei. a. Owner fumished. 2. KERACOLOR U by Mapei. a. Owner fumished. J. Waterproof Membrane: CPE membrane laminated to non -woven high strength polyester fiber, 30 mil thick (overall thickness). 1. "Nobleseal TS" by Noble Co. 2. "Kerdi" by Schluter Systems L.P. 3. Or approved equivalent. 4. Provided by Installer. K. Marble Thresholds: Sound Group "A" marble with an abrasive hardness of not less than 10.0 when tested in accordance with ASTM C241. L. Floor Setting Beds: 1. Over Slab -On -Grade. a. Dry -Set Mortar: Factory pre -mix with water added in accordance with the manufacturers recommendations. b. Latex -Portland Cement Mortar, by volume (Optional, unless specifically indicated in Par. 3.07 - Schedule): 1) One part Portland cement, 1 part fine dry sand and latex liquid added in lieu of water to produce a workable mix. 2. Over Suspended Floors. a. Latex -Portland cement membrane bond coat, waterproof sheet membrane, and latex Portland cement mortar as specified above for slab -on -grade. CERAMIC TILE Section 09300 - 4 Addendum F, 05.07.07 KOHL'S Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 M. Interior Wall Setting Beds: 1. Over Cement Board. a. Dry -Set Mortar: Factory pre -mix with water added in accordance with manufacturer's recommendations. b. Latex -Portland Cement Mortar, by volume (Optional, unless specifically indicated): 1) One part Portland cement, 1 part fine dry sand and latex liquid added in lieu of water to produce a workable mix. N. Interior Setting Beds Grout: 1. Dry -Set Grout: Factory pre -mix with water added in accordance with the manufacturer's recommendations. 2. Latex -Portland Cement Grout: Sand -Portland cement grout, or dry -set grout, with latex liquid added in lieu of water to produce a workable mix. O. Tile and Grout Cleaner: Tile & Grout Cleaner as manufactured by Custom Building Products. 1. Acid based cleaning products are prohibited. P. Exterior Grout Sealer: Penetrating, water -based sealer. Provide one of the following products: 1. Aqua Mix Grout Sealer as manufactured by AquaMix, Inc. http://www.aouamix.com. 2. Grout Sealer for ceramic tile by Stonetech Professional. http://www.stonetechpro.com. Q. Crack Isolation Membrane: 1. "Protecto Wrap AFM" Anti -Fracture Membrane as manufactured by Protecto Wrap Co. http:/Avww.protectowrap.con-/cat floor afm.php CERAMIC TILE Section 09300 - 5 Addendum F, 05.07.07 KOHL's Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 PART 3 - EXECUTION 3.01 PREPARATION A. Prior to installation, examine surfaces designated to receive work described in this Section for conditions adversely affecting the finished worts. Repair or replace surfaces not meeting tolerances or quality requirements governing substrate construction prior to initiating this work. B. Work shall not commence until grounds, anchors, plugs, hangers, bucks, and similar items, have been installed, and until adjoining work is satisfactorily protected. 3.02 INSTALLATION, GENERAL A. Layout file in each area in such a manner as to minimize the cutting of tile. 1. Locate cuts in both walls and floors so as to be least conspicuous. 2. Align wall joints to give straight uniform grout lines, plumb and level. 3. Align floor joints to give straight uniform grout lines, parallel with walls. B. Cracks and unstable subfloor or slab surfaces within ceramic file floor areas shall be covered with a crack isolation membrane 12" wide centered on the crack and applied per manufacturer's instructions. Verify with Kohl's Construction Manager. C. Install exterior wall accent tiles at locations and in pattern as indicated on the Drawings. D. Refer to Drawings for locations and additional information. 3.03 .INSTALLATION OF INTERIOR WALL TILE A. TPA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation". Comply with applicable TCA installation methods. B. Metal stud, cement board walls: 1. Dry -Set Mortar or Latex Portland cement Mortar, per TCA Method W243. 3.04 INSTALLATION OF FLOOR TILE AND BASE A. Concrete Subfloor (Slab -On -Grade): 1. Dry -Set Mortar or Latex -Portland cement Mortar, per TCA Method F113. B. Concrete Subfloor (Suspended Floors) with Waterproof Membrane: 1. TCA Method F 122-02. CERAMIC TILE Section 09300 - 6 Addendum F, 05.07.07 KOHL's Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 C. Construct expansion and control joints in accordance with TCA Method E J171. D. Setting Base: Install base with Latex -Portland cement mortar, directly to substrate. Apply mortar and comb with the serrated or notched side of trowel. Press the base firmly into place and tap lightly to ensure maximum bond. Joints of the base shall be of the same width and align with the joints of the floor file per plans. . E. "Back butter" every individual floor tile to ensure proper adhesion to substrate. 3.05 INSTALLATION OF MISCELLANEOUS ITEMS A. Install marble thresholds in same type of setting bed as abutting field tile unless otherwise indicated. 1. Set thresholds in thinset mortar where mortar bed would otherwise be exposed above adjacent non -tile floor finish. 2. Refer to Drawings for locations and additional information. 3.06 GROUTING A. After file is firmly set, fill joints with appropriate cement grout. Spread slurry of grout over the floor surfaces until joints are filled. Remove loose mortar, laitance or materials detrimental to bond before applying setting beds. 1. On walls, after file has set, force a maximum of grout into joints. Fill joints flush with surface of tile. Before grout sets, fill skips and gaps. Tool joints to cushion edge of tile. Face of file shall be left clean and free from grout and other stains. B. Damp mop grouted floors twice daily for not less than 7 days following installation. C. Grout Sealer: Apply grout sealer to floor and wall joints in accordance with manufacturer's published instructions. 1. Allow grout joints to cure for 28 days prior to sealing. 2. Clean joints removing all surface soil and stains prior to sealing. 3.07 INSTALLATION OF EXTERIOR WALL TILE A. Install per manufacturer's printed installation instructions and TCA standards for exterior file application. B. Shelf Angles: 1. Provide shelf angles for support of the porcelain file where filed wall height exceeds 30 ft (9.1 m) from foundation to top of wall, unless otherwise required by the local Authority having jurisdiction. CERAMIC TILE Section 09300 - 7 Addendum F, 05.07.07 KOHL's Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 2. Shelf angles shall be placed above expansion joint. 3. Shelf angles shall not be installed as one continuous member. 4. Shelf angles must provide continuous support around corners. 3.08 ADJUSTING AND CLEANING A. At completion of installation, thoroughly clean all surfaces. Use of acid will not be permitted. Use dean water in initial cleaning. Remove all stains, mortar, etc. B. Protect floors in areas subject to construction traffic. C. Before traffic is permitted over finished file floors, cover per specs on FDN sheet. D. Remove crooked, broken or damaged tile; replace with new. Immediately prior to Grand Opening, wash file surfaces again, and perform additional grouting that may be necessary. Clean and polish finish floors. 3.09 SCHEDULE A. Tile Setting Methods: 1. Walls, typical: TCA Method W243-02. 2. Floors, typical: TCA Method F113-02. a. Use latex modified setting bed and grout in toilets. 3. Suspended Floors: TCA Method F122-02. a. Use latex modified setting bed and grout in all areas. END OF SECTION CERAMIC TILE • Section 09300 - 8 Addendum F, 05.07.07 KOHL'S Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 SECTION 09680 CARPETING PART 1-GENERAL 1.01 SUMMARY OF WORK A. Install Kohl's furnished Carpet as shown on Drawings and as specified, complete. B. Contractor shall provide materials as listed below, including without limitation: 1. Accessories. 2. Underlayment and patching compounds. 3. Miscellaneous materials as required for a complete installation. 4. Adhesives, seaming cement. 1.02 QUALITY ASSURANCE A. Reference Standards: Industry standards governing this work except as otherwise noted. 1. ASTM Intemational (ASTM): a. ASTM E648, Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source. 2. Carpet and Rug Institute (CRI): a. CRI 104, Standard for Installation of Commercial Carpet. 3. Florida Building Code (FBC): a. Chapter 8 - Interior Finishes. b. Chapter 12 - Interior Environment. B. Adhesives: VOC compliant, Carpet and Rug Institute (CRI) "Green Label" listed. C. Comply with codes, laws, ordinances and regulations of local authorities having jurisdiction over this part of the work. D. Installer. Engage a carpet installation firm, which has at least 5 years successful experience in carpet installations similar in size and type to the carpeting requirements of this Project. CARPETING Section 09680 -1 Addendum F, 05.07.07 KOHL'S Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 1.03 PRODUCT DELIVERY, HANDLING AND STORAGE A. Owner will deliver carpeting in original mill protective wrapping. Installer shall unload and store carpet inside, in well ventilated area, protected from weather, moisture and soiling. Inspect materials upon delivery. Damaged and otherwise unsuitable materials, when so determined, shall be reported to the Owner upon delivery. Installer responsible for providing all adhesives, edging, seam sealer, etc. PART2-PRODUCTS 2.01 MATERIALS A. Carpet Kohl's Fumished : For the purpose of bidding, the carpet will be direct glue e 110089-111Ig._vin . _. M- 3. Pattern and Color: Refer to Drawings. B. Carpet Edge Guard, Nonmetallic: Extruded or molded heavy-duty vinyl or rubber carpet edge guard, No. 150 by Mercer Products Co. 1. Color: Refer to Drawings. C. Installation Adhesive: Water-resistant, non -staining type as recommended by carpet manufacturer, and which complies with flammability requirements for installed carpet. 1. Direct Glue Application Adhesive: Provide NuBroadlok Premium Plus adhesive as manufactured by Mohawk Industries, VOC compliant, CRI Green Label" listed. 2. NO SUBSTITUTIONS. 3. NO spray -applied adhesives allowed. D. Seaming Cement: Seaming adhesive for taping seams and buttering cut edges at backing to form secure seams and prevent pile loss at seams. 1. Seaming cement shall be compatible with NuBroadlok Premium Plus carpet adhesive as recommended by Mohawk Industries. 2. NO SUBSTITUTIONS. E. Trowelable Underlayments and Patching Compounds: Latex -modified, Portland cement based formulation provided or approved by carpet manufacturer for applications indicated. F. Miscellaneous Materials: As recommended by manufacturer of carpet, and other CARPETING Section 09680 - 2 Addendum F, 05.07.07 KOHL's Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 carpeting products; and selected by installer to meet project requirements. PART 3 - EXECUTION 3.01 EXAMINATION A. Prior to installation, examine surfaces designated to receive work described in this Section for conditions adversely affecting the finished work. 1. Verify that finishes of sub -floors comply with tolerances and other requirements specified in Section 03300 - Cast -In -Place Concrete for slabs receiving carpet. B. Repair or replace surfaces not meeting tolerances or quality requirements governing substrate construction prior to initiating this work. 3.02 PREPARATION A. Sub -floors shall be level and free of irregularities. Irregularities in the sub -floor height shall be gradually raised with troweled underlayment. B. Prior to installation of carpeting, sub -floors shall be dry, broom clean, free of oil, grease, paint, or concrete treatment that may interfere with adhesion of carpeting. C. Measure each space to receive carpeting, as a basis of cutting and seaming the carpet. Do not scale the Drawings or calculate sizes from dimensions shown. 3.03 INSTALLATION A. Install carpeting in accordance with the manufacturer's recommendations. B. Carpeting shall run under open bottom items such as heating convectors, and shall be installed tightly against walls and bases so that all portions of the floor are covered in each room. C. Carpeting shall be installed around all floor outlets or similar obstructions. Extend carpeting into alcoves and recesses adjoining areas to be carpeted. D. Install carpet wall to wall, using continuous lengths and as broad widths as possible to minimize the placement of seams in traffic lanes. Hold cross seams to an absolute minimum. Make all seams so the pile of the adjoining pieces have the same directional run to be practically invisible. E. On completion the carpet shall be free of wrinkles and buckles; seams and cross - joints shall be straight, close and well made. 3.04 ADJUSTING AND CLEANING A. Vacuum all carpet after laying. Keep construction traffic off completed areas. CARPETING Section 09680 - 3 Addendum F, 05.07.07 KOHL's Department Stores, Inc. Store No.11202, Sanford, FL January 30, 2007 B. Damaged carpeting will be rejected and shall be replaced by contractor. C. Rubbish, wrapping paper, and salvages shall be removed from the Project site. Only z roll or larger portions of carpet shall be left onsite. Contractor to wrap in plastic and mark. END OF SECTION CARPETING Section 09680 - 4 Addendum F, 05.07.07 ARCHITECT'S BULLETIN #3 KOHL'S PROJECT MGR KOHL'S CONST DIRECTOR ARCHITECT STRUCTURAL CONSULTANTS MEP CONSULTANTS GENL CONTRACTOR Gary Bohn, Kohl's Bill Parker, Kohl's Christopher B. Goble, Scott&Goble Architects Bob Steckel, Ambrose Engineering David Coburn, Larson Binkley Jay Brown, R.A. Rogers Construction PROJECT: KOHL'S BULLETIN NO: 3 Sanford, FL NEC Rinehart RD & Oregon Ave Sanford, FL OWNER: KOHL'S DEPARTMENT STORES, INC. DATE: August 14, 2007 TO (CONTRACTOR) R.A. Rogers Construction ARCHITECT'S PROJECT NO: 0612041 111 West Magnolia Avenue CONTRACT FOR: Longwood, FL 32750 FILE NO: Contract Documents are hereby revised and/or clarified to indicate the following changes. This is not an authorization to proceed with the work outlined below, but rather a request for a Proposal from the contractor for making the changes outlined. The Proposal shall be in the form of a total cost with a complete itemized breakdown for the various trades. When the cost Proposal is affirmed by the signature of the contractor and changes are authorized by signature of the Owner, this Bulletin becomes effective. ARCHITECTURAL DESCRIPTION 1. Added narrative to sheet. Sheet affected: (A7) MEP DESCRIPTION 1. Added exit lighting and emergency lighting to second floor stoclQoom Sheet affected: (E1.2) END OF BULLETIN #3 * * ATTACHMENT: Sheets: A7, E1.2 ARCHITECT: Christopher B. Goble, AIA BY: Virginia Hart, AIA K:\Kohl's\Projects\Sanford, FOOT Change\But 3 081407\bulletin 3 081407.doc Page 1 of 1 c To.IJ.10 SEE n x REVISION PA O Sp. IL T.O. PAfy SEE ARCO ' 1 #4 8 o/c VERT. O.F. w MATCHING DWL. THROUGH BOTT. EDGE OF PANEL 2:'0 WEEP HOLES 8'-0" o/c e OFFICE 40; HF; G clw,, ttr. o a 2 #5 E.F. T & B TILT —UP PANIX SEE ARCH. L=7 C SiA1 5 @ 12" o/c VERT. I.F. w/ MATCHING DWL. THROUGH BOTTOM EDGE OF PANEL 4,@ 18" o/c HORIZ. E.F. N 1 /2" E.J.; 4Jamm MATERIAL moo. 1'-6"x1'-6"x12" ERECTION DOCK SLAB PAD @ EA. PANEL JT. SEE PLAN o PROVIDE #8 DWL. E.F., E.S. OF JT., GROUT AFTER PANEL IS IN PLACE Z o #5 @ 16" o/c IQo 1 4.Q : N SHORT TOP 4 #4 _ U v T7NQ 2 #4 LONG AMBROSE ENGINEERING, INC. BOTT. STRUCTURAL ENGINEERS 4'-6" S=17 C- W66 N215 Commerce Ct, #100 CEDARBURG, WI-53042- - 26y377-7602 3774868 fax At ( ' I— SKETCH OF DESCRIPTION DESCRIPTION (LOT 5) PORTIONS OF LOTS 5 dr 10, PINE LAKE GROVES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND THE SOUTH 5 CHAINS OF THE WEST 14.4 CHAINS OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA BEING DESCRIBED AS FOLLOWS. COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 32, AS A POINT OF REFERENCE, THENCE RUN N 89 4549'W. ALONG THE SOUTH LINE THEREOF, 323.33 FEET TO THE WEST LINE OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF SAID SECTION 32, THENCE RUN N 0105'45'E, ALONG SAID WEST LINE, 30.00 FEET TO THE NORTH RIGHT OF WAY LINE OF HUGHY STREET AND THE POINT OF BEGINNING, THENCE RUN N 89 4549' W. ALONG SAID NORTH LINE, 222.83 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE N 89 4549' W. ALONG SAID NORTH LINE, 305.34 FEET TO A NON -TANGENT CURVE CONCAVE TO THE WEST, THENCE RUN NORTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 3106'36 , A RADIUS OF 34.33 FEET, AN ARC LENGTH OF 18.64 FEET, A CHORD BEARING OF N 15'02'02' E AND A CHORD DISTANCE OF 18.41 FEET; THENCE RUN N 00-14'11' E, 79.84 FEET; THENCE RUN N 40'13'31' W, 211.28 FEET; THENCE RUN N 4946'29' E, 89.78 FEET; THENCE RUN N 4013'31' W, 151.99 FEET, THENCE RUN N 35'15'51' W, 40.54 FEET TO A CURVE CONCAVE TO THE SOUTHWEST, THENCE RUN NORTHWESTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 27'52280, A RADIUS OF 35.00 FEET, AN ARC LENGTH OF 17.03 FEET, A CHORD BEARING OF N 49'12'05' W AND A CHORD DISTANCE OF 16.86 FEET TO THE EASTERLY RIGHT OF WAY LINE OF RINEHART ROAD, SAID LINE BEING A NON -TANGENT CURVE CONCAVE TO THE NORTHWEST, THENCE RUN NORTHEASTERLY ALONG SAID RIGHT OF WAY LINE AND CURVE HAVING A CENTRAL ANGLE OF 042'30'. A RADIUS OF 2616.49 FEET, AN ARC LENGTH ' OF 32.35 FEET, A CHORD BEARING OF N 54'46'37' E AND A CHORD DISTANCE OF 32.35 FEET TO A NON -TANGENT CURVE CONCAVE TO THE NORTHEAST, THENCE RUN SOUTHEASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 724'06 , A RADIUS OF 35.00 FEET, AN ARC LENGTH OF 4.52 FEET, A CHORD BEARING OF S 3133'48' E AND A CHORD DISTANCE OF 4.52 FEET, THENCE RUN S 35'15'51' E, 51.16 FEET, THENCE RUN S 40-13'31' E. 150.78 FEET, THENCE RUN N 49 46'29' E, 337.89 FEET; THENCE RUN N 40'13'31' W, 158.13 FEET TO A CURVE CONCAVE TO THE SOUTH, THENCE RUN WESTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 310713 , A RADIUS OF 98.00 FEET, AN ARC LENGTH OF 5.34 FEET, A CHORD BEARING OF N 4147'08' W AND A CHORD DISTANCE OF 5.34 FEET, THENCE RUN N 43'20'44' W, 20.71 FEET TO A CURVE CONCAVE TO THE SOUTH, THENCE RUN WESTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 2736'21', A RADIUS OF 35.00 FEET, AN ARC LENGTH OF 16.86 FEET, A CHORD BEARING OF N 578550 W AND A CHORD DISTANCE OF 16.70 FEET TO THE EASTERLY RIGHT OF WAY LINE OF RINEHART ROAD, SAID LINE BEING A NON -TANGENT A CURVE CONCAVE TO THE NORTHWEST, THENCE RUN NORTHEASTERLY ALONG SAID RIGHT OF WAY LINE AND CURVE HAVING A CENTRAL ANGLE OF 0'58'07 , A RADIUS OF 2616.49 FEET, AN ARC LENGTH OF 44.23 FEET, A CHORD BEARING OF N 4646'46' E AND A CHORD DISTANCE OF 44.23 FEET TO A NON -TANGENT CURVE CONCAVE TO THE NORTH; THENCE RUN EASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 650'340, A RADIUS OF 35.00 FEET, AN ARC LENGTH OF 4.18 FEET, A CHORD BEARING OF S 395527' E AND A CHORD DISTANCE OF 4.18 FEET, THENCE RUN S 4370'44' E, 32.66 FEET TO A CURVE CONCAVE TO THE SOUTH, THENCE RUN EASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 307'13 , A RADIUS OF 138.00 FEET, AN ARC LENGTH OF 7.52 FEET, A CHORD BEARING OF S 4147'08' E AND A CHORD DISTANCE OF 7.51 FEET, THENCE RUN S 40'1331' E, 158.13 FEET, THENCE RUN N 49 4629' E, 245.30 FEET; THENCE RUN S 36'21'51' E. 34.08 FEET, THENCE RUN S 40-13'31' E, 155.10 FEET TO THE EAST LINE OF AFORESAID LOT 5. THENCE RUN S 0035*260 E. ALONG SAID EAST LINEE, 292.58 FEET TO THE SOUTH LINE OF SAID LOT 5; THENCE RUN N 8977'02' W, ALONG SAID SOUTH LINEE, 23.85 FEET TO THE WEST LINE OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF THE NORTHEAST 114 OF AFORESAID SECTION 32, THENCE RUN S 010545' W, ALONG SAID WEST LINE, 60.60 FEET, THENCE RUN N 8854*150 W, 26.06 FEET TO A CURVE CONCAVE TO THE WEST, THENCE RUN SOUTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 2436*53. A RADIUS OF 75.67 FEET, AN ARC LENGTH OF 32.51 FEET, A CHORD BEARING OF S 37*28'02' W AND A CHORD DISTANCE OF 32.26 FEET, THENCE RUN S 49 46'29' W. 237.44 FEET TO A CURVE CONCAVE TO THE EAST, THENCE RUN SOUTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 49 32'18', A RADIUS OF 34.33 FEET, AN ARC LENGTH OF 29.68 FEET, A CHORD BEARING OF S 2500*200 W AND A CHORD DISTANCE OF 28.77 FEET, THENCE RUN S 0705'50' E, 10.44 FEET TO A NON -TANGENT CURVE CONCAVE TO THE EAST, THENCE RUN SOUTHERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 4535'160, A RADIUS OF 35.00 FEET, AN ARC LENGTH OF 27.85 FEET, A CHORD BEARING OF S 223327' E AND A CHORD DISTANCE OF 27.12 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 7.103 ACRES MORE OR LESS. 1 CERTIFY THAT THIS SKETCH MEETS OR EXCEEDS THE MINIMUM TECHNICAL SKETCH o/ DESOW71CM ppSTANDARDSSETFORTHBYTHEFLORIDABOARDOFPROFESSIONALSURVEYORSANDMAPPERS, JOB No. 00009.039 SEARSINCHAPTER61G17-6 FLORIDA ADMINISTRATIVE OWE PURSUANT TO FLORIDA STATUTE 47ZO27 ORAON BY: R. Sows Ia/M\ FILE NAME d 11000009-39Lot3 t IG Y FIELD St N/A vv1Y1PA I FIELD BOOK. N/A PAGE: N/A 1160 Wono Avenue BY., FIELD DATE TE- Winter Pork, Florida 32789 (407) 645-1332 ROBERT D.M. SEARS P.S.M. FLORIDA REGISTRATION No, 4263 ORANING DATE O1/28/b7 Florida Licensed Business No. 5736 SKETCH OF DESCRIPTION d=650 34` L=4.18' , R=2616.49' CB=S39.7 E I d=0 58'07` CH=I 1=44.23' 66 R=138.00' oo CB=N46 4646017OCH=44.23' 4; 307'13` R=35.00' S` L=7.52' A-27 36'21 ` =S4147'08`E L=16.86' +4 Chi- 7.51' CH=16. R=2616.49' EASTERLYRIGHTOF A=042'300 WAY LINE L=32.35' CB=N54'46'37`E rN=12 35' R=35.00' 6-724'06` L=4.52' J'a C9=S3133'48`E d'y isCH- 4.52 ltn L- R=35.00' A- 27 52'28` s L= 17.03' s CB= N4912!'05`W + CH- 16.86' 5 9. y R= 98.00' d= 3 07'13` L= 5.34' CB= N41 47'08`W CH= 5.34' PROPOSED LOT 5 R- 34.33' W 31'06360 L= 1&64' CB= N15 02'02`E c n CH=18,41' Z IOAI C/I AW N RIGHT OF -WAY UNEuviv oftGENERAL NOTES: R= 34.33' A- 49 32'18` L- 29.68' C8= S25100'200W CH= 28.77'---, S07' 05'50`E 10. 44'— I • - c l I it c 1. BEARINGS SHOWN HEREON ARE BASED ON THE S LINE OF THE NW 114 OF SECTION 32-19-30 AS BEING SB945' 49"W, AN ASSUMED DATUM. Z THIS SKETCH DOES NOT REPRESENT A BOUNDARY SURVEY. ulr EAST LINE OF LOT 5, PINE LAKE GROVES, PER P9 9, PG 27 SOUTH LINE OF LOT R= 75.67' a= 24 36'53` L= 32.51' CB= N3778'02'E CH- 32.26' R= 35.00' d= 45 35'16` L- 27.85' 1= S22 33'27'E N89' 45'49"W 222.F S UNE OF NE 114 3 P' O y N885, 927'02`W 54' 15`W M'8126. W W a3W W 2 rz zh o N01' 05'45"E N30. 00' 89' 45'49"W 323. 33' SEAM CsuffyEm c+oWiwr 1160 Solana Avenue Winter Park, Florida 32789 (407) 645-1332 Florida Licensed Business No. 5736