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Home My WebLink AboutS-0285-CCC Map 9BUILVING CODE ANALY515 GENERAL PROJECT DESCRIPTION: A 33,550 square foot shopping center and restaurant consists of prengineered steel frame construction and conventional steel framing, metal studs with brick veneer, manufactured stone and E.I.F.S. on concrete slab on grade with a standing seam metal roof over purlins and membrane roofing over metal decking. APPLICABLE CODES- FIRE. CODE: ARKANSAS FIRE PREVENTION GODS, 2002 Ed. SUIT -Ill CODE: International Building Code, 2000 Ed. SEISMIC CODE: ZONE # 1, SECTION 1 607 (AFPC V 2) MECHANICAL CODE: 1 q q 7 STANDARD MECHANICAL CODE PLUl-'5lN4r7 GORE: 1 q q 5 ARKANSAS STATE PLUMBING CODE ELF-( TRICAL CODE: 2002 NATIONAL ELECTRICAL CODE ENERGY CODE: 1 11 q 4 ARKANSAS ENERGY CODE ACCF-59151LITY: 1 q q S ANSI PROJECT ADDRESS: OCCUPANCY (CHAPTER 3): TYPE OF CONSTRUCTION (TABLE 5030): NUMBER OF BUILDINGS: NUMBER OF STORIES: MAXIMUM HEIGHT: A) Business (13) Bldg G, 2nd Floor B) Mercantile (M) Bldg C, ist Floor Bldg B C) Asserr.bly (A-2) Restaurant TOTAL SQUARE FEET (TABLE 503): A) Business (5) Bldg G, 2nd Floor B) Mercantile (M) Bidg C, ist Floor Bldg B C) Assembly (A--2) Restaurant BA d"r�'MENT: FIRS, ;JISTRIGT: DISTANCE TO PROPERTY LINE: Dogwood Grossing Phase II, 550 1 Ranch Road, Little Rock CBE F H I M R S I II III IV V Protectec UfIDFOL� SGL6Q 1 2 Allowed Proposed 55' 34' SS, 55 =� 4' 25' 33,650 sf Allowed Propoe, 25,000 of 10.6 r. 1 2.000 sf 10 1 25 sf �2 000 sf o 2aS a 5,000 sf 4,000 of Yes NO Yes NO North 50' sc[--'65' East 36' to start of 50' public right of way West 63 % EXTERIOR OPENINC79(Table-704.5): North n/a South n/a East n/a West n/a RATINGS ON STRUCTURAL MEMBERS: Eseterior Wails_ Columns Beams _CL_ Floors _ Roof TOTAL NO. OF OCCUPANTS: 8 411 A) Business (B) Bidg C, 2nd Floor 106 B) Mercantile (M) Bldg C, 1 st Floor 53'1 Bldg B C) Assembly (A-2) Restaurant 146 REQUIRED INCHES OF EXIT CAPACITY (Table 1003.2.3).. A) Business (B) Bldg G, 2nd Floor 32" B) Mercantile (M) Bldg C, 1 st Floor 6-T" Bldg B ho" C) Assembly (A-2) Restaurant 2 q" ACTUAL INCHES OF EXIT CAPACITY: A) Business (B) Bldg 0, 2nd Floor B) Mercantile (M) Bldg C, 15t Floor Bldg B 3 q' C) Assembly (A-2) Restaurant t 0 REQUIRED NO. OF c)TAIRS: 2 REQUIRED WIDTH OF EXIT STAIRS: 44" SPRINKLER. A) Business (B) Bldg C, 2nd Floor Yes NO 5) Mercantile (M) Bldg G, 1 st Floor Yes NO Bldg B Yes NO C) Assembly (A-2) Restaurant Yes NO AL,,s"M SYSTEMS: A) Business (B) Bldg G, 2nd Floor Yes No B) Mercantile (M) Bldg C, 15t Floor Yes No Bldg B G) Assembly (A-2) Restaurant Yes No STANDPIPES: Yes NO REQUIRED TO BE ACCESSIBLE: Yes No MIXED OCCUPANTS: Yes No AME = H M SEISMIC ZONE: -11 RATED NALL PE5CsRIFTI®N Design No. U419 'von Bearing Wall Ratings - 1, 2,3 or 4 Hr (See Items 3 & 4) For YumDer of Layers and tlourly Ratings Sec ILem I 1. Floor and Ceiling Runners- (Not shown) - Channel shaped, fabri. cated from min 25 MSG (min 20 MSG when Item 4A is used) corrosim- protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2. Steel Studs- Channel shaped, fabricated from min 25 MSG (min 20 MSG when Item 4A is used) corrosion -protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 314 in. less than assembly height. 3. Batts and Blankets' - (Required as indicated under Item 4) - Min- eral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets'- (Optional) - Placed in stud cavities, any glaze fiber or mineral wool insu cation bearing the UL Classification Marlon; as to Surface Burning Characteristics and/or Fire Resistance. See Bat; and Blankets (BKNV or BZJZ) Categories for names of Classified ocri paries. 4. Wallboard, Gypsum` - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal edge joints and horizontal butt joints on oppo- site sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (muldlayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr 2 hr. 3 hr and 4 hr rarings s follows: Wallboardare aProtection on Each Side of Wall Rating Min Stud No. of Layers Min Thlms Depth &Thins of Insulation of Panel (Item 3) 1 3-112 1 layer, 5/8 in. thick Optional 1 2-1/2 Mayer, 1/2 in. thick 1-1/29L 1 1-5/8 1layer, 3/4 in. thick Optional 2 I-5/8 2layers, 112 is thick Optioral 2 1-5/8 2layers, 518 in. thick Optiotal 2 31/2 Player, 3/4 in. thick 3n. 3 1-5/8 3layers, 1/2 in. thick Opfioial 3 1-5/8 2layers, 3/4 in. thick Opticial 3 1-5/8 3layem, 5/8 in. cluck Opfimal 4 1-5/8 4layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 112 in. thick Optioral 4 2-1/2 2layers, 3/4 in. thick 2n. CANADIAN GYPSUM COMPANY-1/2 in. thick Type C, WRC or IP-X2; 5/8 in. thick Type SCX, SHX, WRX, IP-XI, AR, C, WRC or IP-X2; 3/4 in thick ULTRACODE or Ty pe IP-X3 UNITED STATES GYPSUM CO-112 in. thick Type C, WRCor IP-X2; 5/8 in. thick Type SCX, SHX, WRX, IP-Xl, AR, C, WR;, FRX-G or IP-X2; 3/4 in. thick ULTRACODE or Type IP-X3 YESO PANAMERICANO S A DE C V -1 /2 in thick Type G WRC or IPA2; 5/8 in. thick Type SCX, SHX, WRX, IP-Xl, Ai, C, WRC or IP-X2; 3/4 in. thick ULTRACODE or Type IP-X3. 4A. Wallboard, Gypsum-- (As an alternate to Item 4) - 5/8 in. thick gypsum panels, installed as described in Item 4 with Type S-12 steel screws. The length and spacing of the screws as specified under Iten 5. CANADIAN GYPSUM COMPANY -Type FRX UNITED STATES GYPSUM CO -Type FRX 4B. Wallboard, Gvpsum-- (As an alternate to Items 4 and 4A) -5/8in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Inert 5. Joint covering (Item 7) not re aired. UNITED STATES GYPSUM CO -Type SCX. 5. Fasteners - (Not shown) - Type S or S-12 steel screws used to attich panels to studs (Item 2) or furring channels (Item 6). Single layer aTa- tems: 1 in. long for 1/2 and 5/8 in, thick panels or 1-1/4 in. long fa 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizon- tally, or 12 in OC when panels are applied vertically. Two layer sy� tems: First layer- 1 in long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC Second layer- 1-5/8in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick Fpanels, spaced 16 in OC with screws offset 8 in. from first Iayer.Thiee- layer systems: First layer- 1 in. long for 1/2 in, 5/8 in. thick panels, spaced 24 in. CC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in OC Thud layer 2-1/4 in. long for 1/2 in., 5/1 in. cluck panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 m.00 Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Sec- ond layer 1-5/8 in. long for 1/2 in., .5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6. Furring Channels - (Optional, not shown, for single or double layer sfs- tems) - Resilient furring channels fabricated from min 25 MSG corrosion - protected steel, spaced vertically a max of 24 in. OC Flange portion attached to each intersecting stud with 1/2 in, long Type S-12 steel screws. Not for use with Item 4A. 7. Joint Tape and Compound- Vinyl or casein, dry or premixed joint com- pound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in wide, embedded in first layer of compound over all joints of outer panels. S. Siding, Brick or Stucco- (Optional, not shown) -Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local ade agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick 9. Caulking and Sealants-- (Optional, not shown) - A bead of amustical sealant capplied around the Partifion perimeter for sound control. UNITED STATES GYPSUM CO -Type AS -Bearing the UL Classification Marking CIVIL C-1 BOUNDARY 4 TOPOGRAPHIC SURVEY C-2 DIMENSION PLAN C-3 GRADING, PAVING, 4 DRAINAGE PLAN 0-4 PLAN 4 PROFILE KATILLU5 RD WIDENING (1 /2) C-5 PLAN 4 PROFILE KATILLU5 RV WIDENING (2/2) 0-6 EROSION CONTROL PLAN C-9 GRADING, PAVING 4 DRAINAGE DETAILS C-8 UTILITY PLAN C-4 WATER SYSTEM STANDARD DETAILS C-10 SANITARY SEWER STANDARD DETAILS LANDSCAPE L-1 LANDSCAPE PLAN ARCHITECTURAL A-0.1 SITE PLAN 4 DETAILS A-1.1 BUILDING G FLOOR PLANS A-1.2 ENLARGED FLOOR PLANS (BUILDING C) A-1.5 BUILDING B FLOOR PLAN DOOR/ WINDOW SCHEDULE A-2.1 REFLECTED CEILING PLAN 4 DOOR/WINDOW SCHEDULF-5 A-2.2 ROOF PLANS A-3.1 BUILDING C ELEVATIONS A--3.2 BUILDING B 4 RESTAURANT ELEVATIONS A-4.1 BUILDING G SECTIONS A-4.2 BUILDING G WALL SECTIONS A-4.3 BUILDING B 4 RESTAURANT 5ECTION5 A-4.4 BUILDING B 4 RESTAURANT WALL SECTIONS A-4.5 SECTION DETAILS STRUCTURAL 51.0 GENERAL NOTE5 4 LEGENDS 51.1 BUILDING G FOUNDATION PLAN 51.2 BUILDING B FOUNDATION PLAN 51.3 BUILDING B PARTIAL FRAMING PLAN 52.1 FOUNDATION DETAILS 52.2 FOUNDATION DETAILS 55.1 BUILDING C 2NO FLOOR FRAMING 4 ROOF PLANS $4.1 FRAMING DETAILS 54.2 FRAMING DETAILS 55.1 BRACE ELEVATIONS 4 DETAILS BUILDING PERMIT/PLAN REVIEW SET 11 AUGUST 2004 CIVIL ENGINEER WHITE-DATERS 4 ASSOGIATE5, INC. LITTLE ROCK, ARKANSAS (501) 82 1-1 66'1 FAX (501) 82 1 - 1 665 LANDSCAPE ARCHITECT ROBERT5 4 WILLIAM5 A550CIATE5 LITTLE ROCK, ARKAN5A5 (501) 250-0 1 23 STRUCTURAL ENGINEER ENGINEERING CONSULTANTS LITTLE ROCK, ARKANSAS (501) 376-3i52 The Ranch, Tract A, Lot 5 Phase II Shell Dr�l.win9S 5501 RANCH ROAD LITTLE ROCK, ARKAN -)AA ARCH ITECT LFT7LE ROCK, ARKANSAS (501) 224.1900 (501) 224.0873 FAX t" �CItiTF, f('Z p /, CERTIFICATION STATEMENT I HEREBY CERTIFY THAT THESE PLANS HtWF BEEN PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. I FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THESE PLANS ARE AS REQUIRED BY LAW AND IN COMPLIANCE WITH THE ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS. I ALSO CERTIFY THAT THE DE516N OF THE BUILDING COMPLIES WITH THE REQUIREMENTS OF THE ARKANSAS STATE ENERGY CODE. GARY DEAN, AIA Wllliam5 4 Dean Associated Architects q AUGUST 2004 of Ft cltq�o 100