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Home My WebLink AboutSigned COA with addendum�rr r � : L � LITTLE ROCK sssI HISTORIC DISTRICT COMMISSION 2" DEPARTMENT OF PLANNING AND DEVELOPMENT 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 Property Owner: Address of Property Ste Edwards Church Project Description with Conditions listed: 1. Submittal of final window design to Staff. The windows are to be aluminum clad wood windows with possibly a white finish on the exterior. The window will have a simulated divided light with fixed exterior and interior muntins with spacers between the glass. 2. Replace precast panels between windows with brick used on the body of the building in a decorative bond to accent the areas. 3. The granite curbs along Sherman shall be protected during construction. Any replacement curbing (to remove driveway aprons) shall conform to Public Works comments, but shall not include removal of granite curbing. 4. The Roof will be an "Olde English Pewter color" from the Heritage Series of asphalt shingles. 5. The brick is from Acme Brick and will match the color of the brick but will not include the iron spots that are included in the brick on the existing building. December 8, 2005 Public Hearing Date fh��y4j Staff Signature The original is printed on pale blue paper. -7-10- Date ADDENDUM NO. 4 St. Edward — Classroom & Media Center Addition: BASE BID (OPTION #1) With Basement Little Rock, AR June 6, 2006 I. Refer to the Specifications, dated May 15, 2006 A. Refer to Invitation for Bid. Change Bid Date and time to 2:00pm Friday, June 9, 2006. B. Refer to specifications Section 04200, paragraph 2.01 Materials, replace A. Face Brick with the following: A. Face Brick (New classroom & media center addition): 1. Manufacturer: Belden, "Burbank Blend, Full Range Fine Grind A Modular, FBX Grade" 2. Size: Course Velour modular, 3-5/8 inches thick by 2-1/4 inches high by 7-5/8 inches long. 3. Grade: ASTM C 216, Grade SW, severe weathering type for areas subject to freeze -the 4. Type: ASTM C 216, Type FB, for general exposed use. 5. Special Shapes: As required by building configuration. 6. Bond Pattern: Running bond. A.1. Face Brick (Link #118 & Entry Vestibule #120 only): 1. Manufacturer: Match existing school building brick color, face texture & blend. 2. Size: Course Velour Modular, 3-5/8 inches thick by 2-1/4 inches high by 7-5/8 inches long. 3. Grade: ASTM C 216, Grade SW, severe weathering type for areas subject to freeze-tha 4. Type: ASTM C 216, Type FB, for general exposed use. 5. Special Shapes: As required by building configuration. 6. Bond Pattern: Running bond. C. Refer to Section 08550, paragraph 2.01 Materials, B. Wood Windows. Add #11 integral V -groove profile clad brick mold. St. Edward Addendum No. 4 D. Refer to Section 07530 Single Ply Membrane Roofing, paragraph 2.01 Insulation, A. Extruded Polystyrene Insulation Board: change to read Owens Corning Thermapink 18 insulation or approved equal conforming to ASTM -0578, minimum 3" thickness (R-19) boards. Comply with JL #457 roof deck construction; manufacturer standard size. Stagger and tape all joints. II. Refer to Drawings dated May 15, 2006. A. Refer to C-2 Demolition and Site Perimeter Plan. Add Note: Protect existing historic curbstones during demolition and new construction. B. Refer to drawings sheet A-1.1 Ground Floor Plan. Change the swing of Reception Door 107 and Media Center Door 113 to swing out into Corridor #115. C. Refer to drawing sheet A-5.2 Door Schedule. Change Door 115 hardware set to HW -16. Change Door 120B hardware set to HW -1. D. Refer to drawings, Sheet E1.L a. Change keyed note 1 to read "Add new underground electrical service from new pole mounted transformers on pole at west end of property. Coordinate with utility. b. Revise service entrance feeder to reflect new routing. c. Add CT can and Meter Socket can on south end of building between column lines 3 and 4. Service entrance feeder is to be routed underground to Basement Electrical Room B06. E. Refer to drawings, Sheet E3.1: a. In addition to grounding electrodes shown in one -line diagram, connect service entrance ground to concrete - encased building rebar per NEC 250.52 (A) (3). F. Refer to drawings, Sheet M-2.1: 1. Delete fire dampers at the following locations: • In supply duct from BC102 at corridor wall • In return duct at BC102 at corridor wall • In transfer duct adjacent to BC 102 at corridor wall 2. Add fire dampers at the following locations: • In 10" x 10" duct at Datal 16 penetration into vertical shaft • In 12" x 10: duct at Data 116 penetration into vertical shaft • In 8" x 10" duct above the JANITOR CLOSET 117 to second floor St. Edward Addendum No. 4 • In 10" x 12" duct above the CHECKOUT 112 to second floor III. Addenda Drawings: A. Refer to attached ADA -1 (option #1) and ADA -2 (option #1) END OF ADDENDUM #4 St. Edward Addendum No. 4 C.J 5KICK TEMPERAT REINF. @ TOP & BTIv BRICK 50LDIER COU BANDS. TYPI NOTF: STOP REINF. @ BRICK RI TEMPERA' RE C.J. BRICK K TEMPERA K LNLAKUt:U LLtVA I IUN Ut I AIL - UUhitsCLr—U BRICK INSET PANEL SCALE: 1/4"=V-0" NOTEINFORMATION PROVIDED DY TH15 DRAWING MODIFIES INFORMATION ON SHEET A-2.2 IN THE ORIGINAL CONTRACT DOCUMENT SET. GRID 17 BASE, (SEE FINISH 5CHED.) i i SIM. CONCRETE SLAB, (5EE 5TKUCT,) i SILL FLASHING I SECOND FL00� 1HK FIRE 5AFEING IN5UL, TYP. AIK5PACE HEKRINGBONE SPICK PANEL STEEL BEAM, (SEE 5TKUCT.) 6'' 180A. MTL. STUDS @ 24'' O.C. 1/2'' EXT, SHEATHING 0 d- THKU-WALL HEAD FLASHING 5 _3 BRICK TEMPEKATUKE KEINF. @ _ TOP & BTM OF BRICK 5OLDIEP ' COURSE BAND5, TYPICAL WINDOW HEAD FLASHING BKICK SOLDIER COUP5E BAND ' WEEP HOLES / 5TL. LINTEL, (SEE 5TKUCT.), PAINT TYPICAL 17 z -3. � z SIM. --- o WINDOW 5Y5TEM (SEE WINDOW 5CHED.) i SILL FLASHING. 5/8" TYPE "X" GYP. BD. BASE WEEP HOLES l / z � LINE OF BKICK BEYOND BISH SCHED. BRICK TEMPEKATURE PEINF. ASE, SEE FIN @ ( ) r TOP & BTM OF BRICK 5OLDIEK I COUK5E BANDS, TYPICAL CONCRETE SLAB, (SEE 5TRUCT.) Z w THKU-WALL FLASHING _ GKOUN_D FL00K O WEEP HOLE5 ., ' GROUT BELOW RFILGWGRARE GRADE TYPICAL WATERPROOFING @ ALL WALLS — LLS, TYPICAL NOTE: INFORMATION PROVIDED 3YTH15 AL KtLE'. BRICK CORBELED PANEL DRAWING MODIFIEN THEOOR G TION ONSHFFT 3/4" = V-10" CONTRACT DOCUMENT 5ET. ST. EDWARD — CLASSROOM & MEDIA CENTER Date: 5/6/06 Addenda Drawing ADA - 2 Little Rock, AR. ., (OPTION #1)