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HomeMy WebLinkAboutPLANS - 08-00241 - Legacy Towne Square - Shell OnlyUP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Cover Sheet A-000 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m Index ID A-000 A-001 A-101 A-201 A-202 A-601 S-101 S-102 S-201 S-301 S-302 S-303 S-304 Name Cover Sheet General Notes Floor Plan - Main Elevations F&B Elevations L&R Schedules Structural Wall Layout Footing/Foundation Roof Framing Wall Elevations Wall Elevations Wall Elevations Wall Elevations UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final General Notes A-001 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m GENERAL NOTES Concrete In addition to these notes, refer to Section 03300 of the specifications, “Cast-in-place Concrete”. All formwork shall comply with the requirements of ACI Standard 347. The Contractor shall be responsible for the design, placement, and removal of all formwork. Concrete shall not be loaded for at least 7 days. The Engineer shall be notified 24 hours prior to every concrete pour. Compressive strengths of concrete at 28 days shall be : footings . . . . . . . . . . . . . . . . 3000 psi slabs on grade . . . . . . . . . 4000 psi walls . . . . . . . . . . . . . . . . . 4000 psi all other site-cast concrete . 4000 psi Normal weight concrete shall be approximately 145 to 155 pounds per cubic foot. Use grade 60 reinforcing steel Admixtures: Air-entraining admixtures shall comply with ASTM C260 (if used). Calcium Chloride shall not be added to the concrete mix. Concrete cover requirements for reinforcing steel shall be: cast-against and permanently exposed to earth – 3” Formed concrete exposed to earth or weather – 1-1/2” Concrete not exposed to weather or in contact with ground – 1-1/2” Construction Joints and Control Joints Provide reinforcing dowels to match the member reinforcing at the joint. Slabs on grade shall have construction or control joints spaced not to exceed 30 times the slab thickness in any direction. c) Control joints shall be installed in slabs on grade so that the length to width ratio of slab is no more than 1.25:1. Control joints shall be completed within 12 hours of concrete placement. Control joints may be installed by saw-cutting a depth of ! the thickness of the slab. Detailing All reinforcement including WWF fabric, shall be detailed, bolstered and Supported to comply with ACI 315, Manual of Standard Practice for Detailing Reinforcement Concrete Structures, and the Concrete Reinforcement Steel Institute (CRSI) recommendations. Reinforcing steel shall not be welded. Lap splice lengths shall be as follows: 30 bar diameters for #3 and #4 bars 40 bar diameters for #5 and #6 bars do not splice stirrups or ties All embeds and dowels shall be securely tied to formwork or be tied to adjacent reinforcement prior to placing concrete. Use chairs or other support devices recommended by CRSI prior to placing concrete Provide corner bars at intersecting wall corners using the same bar size and spacing as horizontal wall reinforcement. All vertical reinforcement shall be doweled to footings. Dowels shall be the same size and spacing as vertical reinforcement. Dowels extending into footings shall terminate with a 90 degree hook and shal extend to within 4” of the bottom of the footing. Horizontal wall reinforcement shall terminate at the ends of the walls and openings into the far end of the jamb column with a 90 degree hook plus a 6 bar diameter extension. Horizontal wall reinforcement shall be continuous through construction and control joints. The Contractor shall coordinate placement of all openings, curbs, dowels, sleeves, conduits, bolts, inserts and other embedded items prior to placing concrete. Minimum wall reinforcing shall be #5 bars at 12” on center, both ways. Slabs on grade shall be 5” thick reinforced with 10”x10”x 16 gauge WWM. Masonry In addition to these notes, refer to 04200. Grout and mortar shall be tested every 5000 square feet according to IBC standards. Headed stud anchors shall be in accordance with ASTM A-108 Mortar joints shall be concave, and masonry walls shall be laid in a running bond. Grout all beam and joist pockets solid after installation of beams and joists. Leave openings 16” x 16” in wall in order to rotate joists into place. Vertical reinforcing shall be properly doweled to the foundation wall and footing to the top of the wall using the same reinforcing size and spacing called out for the wall. Openings 24” wide and wider shall use reinforced masonry lintels with (2) #5 bars in grouted spaces on all sides and adjacent to each opening. Anchor bolts and headed stud anchors shall be set in grouted cells. Vertical reinforcing shall be as shown on the drawings. Center reinforcement in cells, dowell to foundation, and fill with grout. Vertical cells shall be grouted in maximum heights of 4 ft. to within 1-1/2” of top of block at intermediate courses and shall be kept clean of mortar droppings and foreign materials. horizontal reinforcing shall be as shown on the drawings. Bond beam units shall be continuous reinforced single H-block type filled with concrete, located over and under openings, at top of walls, and elsewhere shown on drawings. No. 9 gauge continuous truss type horizontal joint reinforcement complying with ASTM A 82 shall be provided in all masonry walls at 16” o.c. Masonry reinforcing steel shall be lapped 40 bar diameters. All walls shall be built as an integral unit at corners and intersections. At these locations horizontal reinforcement shall be continuous or be provided with corner dowels. Unless notified otherwise, use single U-block bond beam reinforced with (2) # 4 bars bottom to span openings 6’-0” and less. Continue beam 24” minimum past opening width each side. Provide control joints in masonry walls at 30 ft. o.c. maximum. On each side of control joints there shall be a vertical reinforced core. Horizontal reinforcement shall be continuous through joint. The design strength of concrete block masonry units shall be f’m = 1350 psi and shall comply with ASTM C 90, grade N, type I. Mortar shall be type S and shall comply with the requirements of ASTM C 270. Admixtures shall not be added to the grout. Grout shall have a minimum compressive strength fc’= 2000 psi at 28 days . Admixtures shall not be added to the grout. Uniform roof loading shall not be applied for at least 12 hours, or concentrated loads For at least 72 hours after building masonry walls or columns. Shoring for masonry beams shall not be removed for at least 7 days after pouring grout. Shoring for masonry walls shall not be removed until final connections are completed. Do not lay masonry units which are wet or frozen. Remove all masonry determined to be damaged by freezing conditions. The Engineer shall be notified 24 hours prior to the initial placement of reinforced masonry units. All bolts and other embeds shall be anchored in solid grouted units. Where steel columns and beams occur in walls, weld dowels to match vertical and horizontal reinforcement. Submit shop drawings for all reinforcing to the Engineer. Steel In addition to these notes, refer to Section 05120 “Structural Steel”. Structural steel shall conform to ASTM A36 and the “Standard Specification for Structural Steel for Buildings” of the AISC. All bolts used for steel to steel connections shall conform to the requirements of ASTM A325 and shall be provided with carbonized washers under the nuts All high strength bolts shall be torqued to the proper bolt tension. All other bolts shall conform to ASTM A307 and have washers. Use E70XX welding rods conforming to the latest AWS code. Welding shall be accomplished by certified welders. The Engineer shall be notified of the completion of any field welding. Do not flame-cut holes, enlarge holes, etc. by burning, or use gas cutting torches in the field to correct steel fabrication errors without written permission of the Engineer. 8. Steel joists and girders and their associated hardware shall be fabricated and installed in accordance with the Steel Joist Institute Specifications latest publication. Steel roof joists shall be designed to support dead load (20 psf), and live load (37 psf). Concentrated loads on steel joists shall be placed on a panel point, or transferred to a panel point with a brace L 1x1x1/8” placed in the plane of the web members. Special Instructions 1. The project specifications are not superseded by the General Structural Notes but are Intended to be complementary to them. Consult the specifications for additional requirements in each section. Notes and details on the drawings take precedence over the General Notes. 2. All omissions or conflicts between the various elements of the drawings and/or specifications shall be brought to the attention of the Engineer before proceeding with any work involved. In case of a conflict, follow the more stringent requirement. Notify the Engineer 48 hours prior to placing concrete for footings, foundations, etc., Grouting any masonry, or completing the welding of major sections of steel decking. Shoring and Bracing Requirements: Roof structures – The General Contractor is responsible for the method and sequence for all structural erection. He shall provide temporary shoring and bracing as his method of erection requires to provide adequate vertical and lateral support. Shoring and bracing shall remain in place as the chosen method requires until all permanent members are in place and all final connections are completed, including all roof attachments. The building shall not be considered stable until all connections are complete. Masonry walls must be braced until the complete roof systems are complete. Submittals: A copy of all shop drawings and submittals that have been reviewed must be kept at the construction site for reference. These drawings must bear the appropriate review stamps. The shop drawing review shall not relieve the contractor of the responsibility of completing the project according to the contract documents. The general contractor shall review and mark all shop drawings prior to submitting them to the Engineer for his review. Shop drawings made from reproductions of (these) contract drawings will be rejected. Project Coordination: It shall be the responsibility of the general contractor to coordinate with all trades any and all items that are to be integrated into the structural system. Openings or penetrations through, or attachments to the structural system that are not indicated on these drawings shall be the responsibility of the general contractor and shall be coordinated with the Engineer. The order of construction is the responsibility of the general contractor. It is the contractor’s obligation to provide all items necessary of his chosen procedure. Observation visits to the site by the Engineer’s field representatives shall not be construed as inspection or approval of construction. The Contractor shall field verify all dimensions, and conditions. If the contract drawings do not represent actual conditions, contractor shall notify the Engineer prior to fabrication or construction within that area. "Special inspection"/"No inspection" designation a. B1 Masonry work requires special inspection. b. B2 No masonry inspection required UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Floor Plan - Main A-101 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' D03 6 ' - 8 " 3 ' B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 2 6' 2' B 0 2 6' 2' B 0 2 6' 2' B 0 2 6' 2' D 0 2 7' 6' D 0 2 7' 6' D 0 2 7' 6' D 0 2 7' 6' B 0 3 8 ' 8 ' B 0 3 8 ' 8 ' B 0 4 8 ' 2 ' - 3 " B 0 4 8 ' 2 ' - 3 " D 0 1 6 ' 7 ' D 0 1 6 ' 7 ' B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B01 4 ' 7 ' - 6 " B02 2 ' 6 ' B02 2 ' 6 ' B02 2 ' 6 ' B02 2 ' 6 ' B02 2 ' 6 ' B02 2 ' 6 ' B02 2 ' 6 ' B02 2 ' 6 ' D02 6 ' 7 ' D02 6 ' 7 ' D02 6 ' 7 ' D02 6 ' 7 ' D02 6 ' 7 ' D02 6 ' 7 ' D02 6 ' 7 ' D02 6 ' 7 ' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' B 0 1 7'-6" 4' D 0 4 3' 6'-8" D 0 4 3' 6'-8" D 0 4 6'-8" 3' D 0 4 6'-8" 3' D 0 4 3' 6'-8" D 0 4 3' 6'-8" D 0 4 6'-8" 3' D 0 4 6'-8" 3' D 0 4 3' 6'-8" D 0 4 3' 6'-8" D 0 4 6'-8" 3' D 0 4 6'-8" 3' D 0 4 3' 6'-8" D 0 4 3' 6'-8" D 0 4 6'-8" 3' D 0 4 6'-8" 3' D04 3 ' 6 ' - 8 " D04 3 ' 6 ' - 8 " D04 6 ' - 8 " 3 ' D04 6 ' - 8 " 3 ' D04 3 ' 6 ' - 8 " D04 3 ' 6 ' - 8 " D04 6 ' - 8 " 3 ' D04 6 ' - 8 " 3 ' D 0 4 3' 6'-8" D 0 4 6'-8" 3' D04 3 ' 6 ' - 8 " D04 6 ' - 8 " 3 ' D 0 3 3' 6'-8" D 0 3 3' 6'-8" D 0 3 3' 6'-8" D 0 3 3' 6'-8" D03 6 ' - 8 " 3 ' D 0 3 3' 6'-8" N 6 0 ' 3 9 ' - 3 " 4 ' - 6 " 4 ' - 6 " 4 ' - 6 " 7 ' - 3 " 1 ' 3 4 ' 2 2 ' 3 ' 7 ' 302' 215'-6"26'-6" 8'-6"4'-6"7'7'11'-6"7'7'11'7'7'11'7'7'10'-3"4'-6"7'7'4'-6"10'-3"7'7'11'7'7'11'7'7'5'-6" 3'7'26'25'25'25'32'-6"25'25'24'1' 2 6 ' - 6 " 1 0 8 ' 1 2 ' - 6 " 7 ' 1 1 ' 7 ' 7 ' 1 1 ' 7 ' 7 ' 1 0 ' 4 ' - 6 " 7 ' 7 ' 4 ' - 6 " 5 ' - 6 " 1 ' 2 4 ' 2 5 ' 2 5 ' 3 2 ' 1 ' 7' 60' 6'4'-6"4'-6"4'-6"40'-6" 1 2 ' - 8 " 1 2 ' - 1 2 3 / 3 2 " 1 2 ' - 8 " 3 7 ' - 5 2 3 / 3 2 " 8' - 3 4 5 / 6 4 " 2 0 ' - 1 0 5/ 1 6 " 8' - 3 4 5 / 6 4 " W a l l 2 B S 2 S - 3 0 1 W a l l 2 B S 2 S - 3 0 1 W a l l 1 B S 1 S - 3 0 1 W a l l 1 B S 1 S - 3 0 1 W a l l 3 B S 3 S - 3 0 2 W a l l 3 B S 3 S - 3 0 2 W a l l 4 B S 4 S - 3 0 2 W a l l 4 B S 4 S - 3 0 2 W a l l 5 B S 5 S - 3 0 3 W a l l 5 B S 5 S - 3 0 3 S - 3 0 3 W a l l 6 B S 6 S - 3 0 3 W a l l 7 B S 7 S - 3 0 4 W a l l 7 B S 7 S - 3 0 4 SCALE: 3/32" = 1'-0" Main Floor Plan UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Elevations F&B A-201 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m 24' 20' 30' 36' 29' 1'-6" 20' 9'-13/4"9' 20' 28' 26' 24' 21'20' 25' 30'-6"30' 31'-6" 20'-6"21'21'-6"22'-6" 1'-4" 20' SCALE: 1/8" = 1'-0" Front Elevation SCALE: 1/8" = 1'-0" Back Elevation UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Elevations L&R A-202 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m 29'30' 24' 20' 24' 36' 30' 28' 26' 24' 20' 25' 22'21' 25' SCALE: 3/32" = 1'-0" Left Elevation SCALE: 3/32" = 1'-0" Right Elevation UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Schedules A-601 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m ID D01 D02 D03 D04 Library Part Name D2 Storefront 3 11 D2 Storefront 1 11 D1 Commercial D…D1 Int Door 11 Quantity 2 12 14 28 W x H Size 6'x7'6'x7'3'x6'-8"3'x6'-8" 2D Symbol 3D Front View Door Legend ID B01 B02 B03 B04 Library Part Name W Fixed AwnU 11 W Eyebrows Fix 11 W Quarter Round …W Fixed 11 Quantity 37 12 2 2 Width 4'6'8'2'-3" Height 7'-6"2'8'8' Area 30.40 13.22 65.84 20.70 2D Symbol 3D Front View Window Legend Tempered glazing required for windows within 24" of doors. Also for windows 9 sq. ft. and for windows that are less than 18" from floor. Thresholds are identified as a maximum of 1/2" high for swing doors, and 3/4" for sliding doors as per Section 1008.1.6 UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Structural Wall Layout S-101 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m N D- S 0 4 S- 1 0 2 D- S 0 5 S- 1 0 2 D- S 0 6 S- 1 0 2 Wa l l 2 B S 2 S- 3 0 1 Wa l l 1 B S 1 S- 3 0 1 Wa l l 1 B S 1 S- 3 0 1 Wa l l 3 B S 3 S- 3 0 2 Wa l l 3 B S 3 S- 3 0 2 Wa l l 4 B S 4 S- 3 0 2 Wa l l 5 B S 5 S- 3 0 3 Wa l l 5 B S 5 S- 3 0 3 Wa l l 6 B S 6 S- 3 0 3 Wa l l 7 B S 7 S- 3 0 4 Wa l l 7 B S 7 S- 3 0 4 MC - 1 MC - 1 MW - 2 ML - 4 @ l o w r o o f d e c k l o c a t i o n ML - 1 a t h i g h r o o f d e c k l o c a t i o n MC - 1 MC - 1 MW - 2 ML - 4 @ l o w r o o f d e c k l o c a t i o n ML - 1 a t h i g h r o o f d e c k l o c a t i o n D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 SC A L E : 3 / 3 2 " = 1 ' - 0 " 1. St r u c t u r a l W a l l L a y o u t UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Footing/Foundation S-102 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m 9 ' - 6 " 1 8 ' - 6 " 1 1 ' - 6 " 1 4 ' 1 1 ' 1 4 ' 1 1 ' 1 4 ' 1 0 ' - 3 " 2 3 ' 1 0 ' - 3 " 1 4 ' 1 1 ' 1 4 ' 1 1 ' 1 4 ' 5 ' 2 2 ' - 3 " 8 ' - 3 " 8' - 3 " 41 ' - 3 " 11 ' 14 ' 11 ' 14 ' 10 ' 28 ' - 6 " 1 5 ' 7 ' - 5 3 / 4 " 1 5 ' D- S 0 4 S- 1 0 2 D- S 0 5 S- 1 0 2 D- S 0 6 S- 1 0 2 Sp r e a d F o o t i n g 8' - 3 " x 8 ' - 3 " x 1 8 " 4' F o o t i n g 4' F o o t i n g 4' F o o t i n g 4' F o o t i n g 3' F o o t i n g 3' F o o t i n g 3' F o o t i n g 3' F o o t i n g 3' F o o t i n g D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 NO T E S : 1) T h e 5 ' w i d e f o o t i n g s a r e l o c a t e d a s s h o w n ab o v e . 2) C o n t i n u o u s f o o t i n g s s h a l l b e r e i n f o r c e d w i t h #5 b a r s . U s e ( 6 ) b a r s f o r 5 ' w i d e f o o t i n g s , ( 5 ) ba r s f o r 4 ' w i d e , a n d ( 4 ) b a r s f o r 3 ' w i d e f o o t i n g s . 3) A l l c o n t i n u o u s f o o t i n g s s h a l l b e a m i n i m u m o f 12 " t h i c k . 4) F o u n d a t i o n d o w e l s m u s t e x t e n d m i n . 4 0 b a r di a m e t e r s a b o v e f o u n d a t i o n w a l l ( 2 5 " f o r # 5 ba r s , 3 0 " f o r # 6 b a r s ) . M u s t m a t c h s i z e a n d sp a c i n g o f m a s o n r y b a r s . 5) F o u n d a t i o n w a l l s e x c e p t 5 ' w i d e s h a l l b e ce n t e r e d o n w a l l . 6) 3 ' F o o t i n g f o r a l l i n t e r i o r a n d e n d w a l l s . 4 ' fo o t i n g f o r f r o n t a n d b a c k , j o i s t b e a r i n g w a l l s , ex c e p t w h e r e 5 ' f o o t i n g s a r e m a r k e d . Fi n i s h e d F l o o r E l e v a t i o n : 4 , 8 6 2 . 5 3 " 3' 10 " 1 6 " 1 2 " 4 ' - 0 " 2" C H A M F E R (T Y P . F O R 8 " MA S O N R Y ) (4 ) E Q . S P A C E D # 5 B A R S , (T Y P ) (4 ) E Q . S P A C E D # 5 BA R S , L E N G T H - W I S E , AN D 6 ' C R O S S - W I S E (T Y P ) FO R V E R T . RE I N F O R C E M ' T MA T C H M A S O N R Y WA L L S EX P A N S I O N J O I N T (T Y P I C A L ) 4 ' - 0 " 1 2 " 3 " 10 " 1 6 " 4' - 0 " 2" C H A M F E R (T Y P . F O R 8 " MA S O N R Y ) (4 ) E Q . S P A C E D # 5 BA R S , L E N G T H - W I S E , AN D 6 ' C R O S S - W I S E (T Y P ) FO R V E R T . RE I N F O R C E M ' T MA T C H M A S O N R Y WA L L S (4 ) E Q . S P A C E D # 5 BA R S , ( T Y P ) 4 ' - 0 " 1 2 " 3 " 1 6 " 5' - 0 " 2" C H A M F E R (T Y P . F O R 8 " MA S O N R Y ) (4 ) E Q . S P A C E D # 5 BA R S , L E N G T H - W I S E , AN D 6 ' C R O S S - W I S E (T Y P ) FO R V E R T . RE I N F O R C E M ' T MA T C H M A S O N R Y WA L L S (4 ) E Q . S P A C E D # 5 BA R S , (T Y P ) SC A L E : 3 / 3 2 " = 1 ' - 0 " Fo u n d a t i o n P l a n SC A L E : 1 / 4 " = 1 ' - 0 " D- S 0 4 3' F o o t i n g S e c t i o n SC A L E : 1 / 4 " = 1 ' - 0 " D- S 0 5 4' F o o t i n g S e c t i o n SC A L E : 1 / 4 " = 1 ' - 0 " D- S 0 6 5' F o o t i n g S e c t i o n UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Roof Framing S-201 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m B03 8'8' B03 8'8' B04 8'2'-3 " B04 8'2'-3 " #D r g I D #L a y I D D- S 0 4 S- 1 0 2 D- S 0 5 S- 1 0 2 D- S 0 6 S- 1 0 2 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 D- S 0 3 S- 2 0 1 (2 ) 8 " M a s o n r y F i r e W a l l s (3 ) 4 8 " D e e p G i r d e r T r u s s e s 48 " L H 1 0 J o i s t s @ 6 ' O . C . 10 N @ 4 8 " G i r d e r T r u s s e s 48 " L H 1 0 J o i s t s @ 6 ' O . C . 3/ 8 " X 4 " X 8 " P L A T E W / 2 - 3 / 8 " D I A . H D . S T U D A N C H O R S @ 4 " O. C . P L A T E S S P A C E D @ 4 8 " O . C . I N S A M E C E L L A S V E R T . W A L L RE I N F . G R O U T C E L L S F U L L NO T E S 1) 3/ 8 " X 4 " X 8 " P L A T E W / 2 - 3 / 8 " D I A . H D S T U D S A N C H O R S @ 4 ' O. C . 2) 1/ 2 " D I A . E R E C T I O N B O L T S ( R E M O V E T O I N S T A L L 2 A N G L E S I F NE C E S S A R Y ) . 3) D- S 0 2 2 ' - 0 " SL O P E R O O F F R O M F R O N T T O B A C K 8" x 6 " x 3 / 8 " P l a t e 3/ 1 6 2 " 4" X 4 " X 1 / 4 " CO N T I N U O U S A N G L E SE E N O T E 1 SI D E V I E W EN D V I E W LA T E R A L B R A C I N G TO M A S O N R Y W A L L B O N D B E A M GR O U T F I L L E D BO N D B E A M VE R T . R E I N F . S T E E L GR O U T F I L L E D BO N D B E A M 36 / 7 P A T T E R N 36 / 3 P A T T E R N US E T H E 3 6 / 7 P A T T E R N T O A T T A C H D E C K I N G T O S U P P O R T S A T R I G H T A N G L E S T O TH E C O R R U G A T I O N S . NO T E S : 1)2) US E T H E 3 6 / 3 P A T T E R N T O A T T A C H D E C K I N G T O S U P P O R T S P A R A L L E L T O TH E C O R R U G A T I O N S . TY P I C A L F A S T E N E R L A Y O U T F O R L A R G E B U I L D I N G (U S I N G 3 / 4 " P U D D L E W E L D S ) 1. 5 X 3 6 " B D E C K I N G US E 2 0 G A . 1 . 5 B D E C K I N G 3)4) CR I M P S E A M S B E F O R E B U T T O N P U N C H I N G O R W E L D I N G I N T E R L O C K I N G SE A M S . 2. Ro o f 3/ 3 2 " = 1 ' - 0 " NO T T O S C A L E D- S 0 3 Ro o f J o i s t P r o f i l e NO T T O S C A L E D- S 0 2 Jo i s t t o M a s o n r y C o n n e c t i o n SC A L E : 1 : 6 8 5 . 7 1 W- 0 6 Ro o f D e c k R M M UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Wall Elevations S-301 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m -4'-4"-3'-4" 0" 12' 18' ML-1 @ roof deck location MC-4 MC-3 MC-3 MC-4 MC-4 MC-3 MC-3 MC-4 MC-4 MC-3 MC-3 MC-4 MC-4 MC-3 MC-3 MC-4 ML-2 (cont.) Elevation 4862.5' MW-4 MW-4MW-4 5' wide footing 2' past both ends of ea. pier (TYP) see drawing S-101 for size and location 1'-4" 12' ML-1 @ roof deck location @ t.o. wall MC-4 MW-1MC-4 MC-2 MW-1 MC-3 Top of Wall 2 Courses above wall are facade Elevation 4862.5' ML-1 8"x8" (2) #5 ML-2 8"x48" (2) #5 T&B wall reinf. between ML-3 8"x120" (2) #6 T&B ML-4 8"x24" (6) #6 MW-1 8" w/ #5 @ 32" o.c. vert. #5 @ 48" o.c. horiz. MW-2 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c. horiz. MW-3 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c.c horiz. (solid grout) MW-4 8" w/ #5 @ 32" o.c. vert. #6 @ 24" o.c. horiz. (solid grout) MC-1 8"x8" #5 MC-2 8"x8" (2) #5 MC-3 8"x16" (4) #5 MC-4 8"x24" (6) #5 MC-5 8"x72" (10) #5 Foundation dowels must extend min. 40 bar diameters above foundation wall (25" for #5 bars, 30" for #6 bars). Must match size and spacing of masonry bars. There is a difference of 3 courses of CMU from front to back for roof drainage. SCALE: 1/4" = 1'-0"BS2Wall 2 SCALE: 1/4" = 1'-0"BS1Wall 1 UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Wall Elevations S-302 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m 0" 18' 28' 30' 32' 36' 40'-3"41'-35/8"#5 @ 32" o.c. vert. w/ #5 @ 48" o.c. horiz. MW-1 extend into ML-3 2 #6 ML-3 2 #6 (2) #6 5 plcs 8" x 72" MC (MC-5) Elevation 4862.5' ML-1 8"x8" (2) #5 ML-2 8"x48" (2) #5 T&B wall reinf. between ML-3 8"x120" (2) #6 T&B ML-4 8"x24" (6) #6 MW-1 8" w/ #5 @ 32" o.c. vert. #5 @ 48" o.c. horiz. MW-2 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c. horiz. MW-3 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c.c horiz. (solid grout) MW-4 8" w/ #5 @ 32" o.c. vert. #6 @ 24" o.c. horiz. (solid grout) MC-1 8"x8" #5 MC-2 8"x8" (2) #5 MC-3 8"x16" (4) #5 MC-4 8"x24" (6) #5 MC-5 8"x72" (10) #5 Foundation dowels must extend min. 40 bar diameters above foundation wall (25" for #5 bars, 30" for #6 bars). Must match size and spacing of masonry bars. 1'-4" 12' MC-4MC-3 MC-3 MC-3 MC-4MC-3 MC-3 MC-4MC-3 MC-3MC-4 MC-4 MC-4 MC-3 MC-3 MC-4 MC-4 MC-4 ML-2 MC-4 MC-4 MC-4 MC-4MC-3 MC-3 MC-3 MC-2 MC-2 #5 @ 4" o.c. horiz. #5 vert. between MC-4 col. (TYP) solid grout MW-3 MW-3MW-3MW-3MW-3MW-3MW-3 All wall & column vert. reinf. extend into foundation wall MW-3 MW-1 MW-2 MW-1 ML-2 ML-1 @ roof bearing Elevation 4862.5' 5' wide footing 2' past both ends of ea. pier (TYP) see drawing S-101 for size and location SCALE: 1/4" = 1'-0"BS3Wall 3 SCALE: 1/8" = 1'-0"BS4Wall 4 UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Wall Elevations S-303 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m N-S08 Truss Connection to Wall -4'-4"-3'-4" 12' MC-1 ML-4 @ roof deck location cont. along wall MC-4 MW-1 MC-4 MC-2 MW-2 MC-3 Provide 8" Commercial Grade PVC Rain gutter w/ down spouts all along south & east walls (Wall 6 & Wall 7). Elevation 4862.5' ML-1 8"x8" (2) #5 ML-2 8"x48" (2) #5 T&B wall reinf. between ML-3 8"x120" (2) #6 T&B ML-4 8"x24" (6) #6 MW-1 8" w/ #5 @ 32" o.c. vert. #5 @ 48" o.c. horiz. MW-2 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c. horiz. MW-3 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c.c horiz. (solid grout) MW-4 8" w/ #5 @ 32" o.c. vert. #6 @ 24" o.c. horiz. (solid grout) MC-1 8"x8" #5 MC-2 8"x8" (2) #5 MC-3 8"x16" (4) #5 MC-4 8"x24" (6) #5 MC-5 8"x72" (10) #5 Foundation dowels must extend min. 40 bar diameters above foundation wall (25" for #5 bars, 30" for #6 bars). Must match size and spacing of masonry bars. -4'-4"-3'-4" 18' -4'-4"-3'-4" 0" 12' 22'-6" MC-1 ML-1 MC-1 ML-1 MC-1 ML-1 ML-1 @ roof bearing t.o. wall MW-1 ML-1 @ roof bearing t.o. wall MW-1 MC-1 ML-1 MC-1 ML-1 MC-1 ML-1 MC-1 ML-1 MC-1 ML-1 MC-1 ML-1 Elevation 4862.5' 3/8" x 4" embedded plate w/ HD studs SCALE: 1/4" = 1'-0"BS5Wall 5 SCALE: 3/32" = 1'-0"BS6Wall 6 SCALE: 1/2" = 1'-0"N-S08Truss Connection to Wall UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Wall Elevations S-304 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m -4'-4"-3'-4" 18' 12' ML-1 @ roof bearing t.o. wall MW-1 MC-1 ML-1 MC-1 ML-1 ML-1 @ roof bearing t.o. wall MW-1 MC-1 ML-1 MC-1 ML-1 MC-1 ML-1 Provide 8" Commercial Grade PVC Rain gutter w/ down spouts all along south & east walls (Wall 6 & Wall 7). Elevation 4862.5' ML-1 8"x8" (2) #5 ML-2 8"x48" (2) #5 T&B wall reinf. between ML-3 8"x120" (2) #6 T&B ML-4 8"x24" (6) #6 MW-1 8" w/ #5 @ 32" o.c. vert. #5 @ 48" o.c. horiz. MW-2 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c. horiz. MW-3 8" w/ #5 A 32" o.c. vert. #5 @ 24" o.c.c horiz. (solid grout) MW-4 8" w/ #5 @ 32" o.c. vert. #6 @ 24" o.c. horiz. (solid grout) MC-1 8"x8" #5 MC-2 8"x8" (2) #5 MC-3 8"x16" (4) #5 MC-4 8"x24" (6) #5 MC-5 8"x72" (10) #5 Foundation dowels must extend min. 40 bar diameters above foundation wall (25" for #5 bars, 30" for #6 bars). Must match size and spacing of masonry bars. SCALE: 1/8" = 1'-0"BS7Wall 7 UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Architectural Details S-501 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m Steel JoistE Member Extension Req'd 2L 2"X2"X3/16" 4"X4"X1/4"X9" Angle (typ) 1/4 3/16 2 1/2"3/16 3" 54" Typ. Both Ends Alternate courses Alternate courses to avoid congestion Laterally offset laps Lap length 6 in. (152 mm) min. Mesh or other grout stop device Bond Beam Mesh or other grout stop device Sealant Sloping sheet metal coping with continuous cleat, each side Wood nailer with anchor bolts Grout cores solid at anchor bolts Concrete masonry wall Steel ledger angle bolted to wall Weld to angles, as required Steel open web joist Metal decking Roofing membrane Insulation, as required Cant Parapet flashing Steel angle embedded into grouted core Seal penetration Extend oof membrane under counter flashing BRICK FACADE AROUND GUTTER AND POST Barrier curb 18" x 6" w/ (2) #5 bars cont. @ 6" O.C. 5-1/4"X24" GLULAM BEAM 24" DIA. CONC. COLUMN (3) #4 TIES (12) #5 BARS EQUALLYSPACED 2" FROM EDGEOF FORM 1/2"X 16" SQ. STEEL PLATE CENTEREDON BASE OF COLUMN (5) EQUALLY SPACED #5 BARS EACH WAY ORIG. GROUND NOTES: 1) REBAR SPLICES SHALL HAVE 30" MIN. OVERLAP. 2) CONC. FOR LOWER COLUMNS SHALL BE 4000 PSI COMP. STRENGTH AT 28 DAYS. FTGS CAN BE 3000 PSI. 3) CONCRETE FOR LOWER COLUMNS SHALL BE VIBRATED CAREFULLY IN PLACE. 4) USE (12) RADIALLY SPACED #5 DOWELLS APPROX. 5' LONG EXTENDING THROUGH COLUMN. 5) USE 95% COMPACTION (ASTM D1557) UNDER ALL FOOTINGS. 6) OVER EXCAVATION SHALL BE BACKFILLED WITH CONCRETE. 7) CONCRETE (AND THE SOIL PRIOR TO PLACEMENT) SHALL BE PROTECTED FROM FREEZING DURING CURING. 3" SECTION 20" REBAR CIRCLE #4 TIES 4-0" SQ. 12 " 2" 24" CONC. COLUMNSECTION CONNECTOR FABRICATED FROM 3/8" STEEL PLATE 24" DIA. CONC. COLUMN SIMPSON MODEL WMUFOR 2"X10" (24" BEAM) A A SIMPSON # HUS210 FACE-MOUNT HANGER (EACH SIDE OF GLULAM) ROTATED VIEWOF GLULAM &CONNECTOR 6"X6"X1/4" TUBULARCOLUMN ATTACH TO LOWER COL. W/(4) EMBEDDED 3/4"X 12" DIA. ANCHOR BOLTS, NUTS & LOCK WASHERS NO SCALE COMMERCIAL GRADE RAINGUTTER WITH DOWNSPOUT 1/4" 8"X18"X3/8" STEEL PLATE W/(2) 1"X 8 BOLTS, NUTS & WASHERS AT EACH END 4-1/2" 4"2" DOWN SPOUT TO SURFACE AT FACE OF CURB (PROVIDE 1/4" SCREEN) 1/4" SIDEWALK (4) ANCHOR BOLTS 3/4"X 12" LONG (TYPICAL) NOT TO SCALE A1Typ. Connection to Column NOT TO SCALE B1Intersecting Wall Details NOT TO SCALE B2Typ Joint Reinforcing NOT TO SCALE C2Parapet Wall section NOT TO SCALE B3Canopy Connection to Column UP D A T E S : PR O J E C T I N F O : BU I L D E R I N F O : PL O T D A T E : TH E S E P L A N S A R E T O B E U S E D O N L Y F O R T H E P E O P L E A N D P L A C E S T A T E D . T H E S E P L A N S M A Y N O T B E U S E D W I T H O U T WR I T T E N P E R M I S S I O N F R O M A + D R A F T I N G A N D D E S I G N S L L C . © A + D r a f t i n g a n d D e s i g n s L L C 2 0 0 6 LAYOUT: STATUS:Final Structural Details S-502 ** 5/ 5 / 0 8 6.5.4.3.2.1. 09 0 7 - 0 5 1 Le g a c y T o w n S q u a r e **Re x b u r g , ID 83 4 4 0 Ma d i s o n C o u n t y 35 0 N . 2 N D E . RE X B U R G , I D 8 3 4 4 0 So u t h F o r k D e s i g n G r o u p L L C Ra y M c D o u g a l , P . E . (P ) 2 0 8 . 8 5 2 . 6 2 3 6 ra y @ s o u t h f o r k e n g i n e e r i n g . c o m ww w . s o u t h f o r k e n g i n e e r i n g . c o m 8'-3" x 8'-3" x18" Spread Footing 10" x 10" x 1/4" Tubular Steel Col. (7) #5 Rebar, Equally Spaced Both Directions 5" Reinforced Concrete Slab Reinforce w/ 10" x10" x 6 ga. WWF W21x44Steel Joist, see roof framing sheet for size and spacing. Steel Joist - see roof framing plan for size and spacing. L4 x 4 x 1/4 cont. 8" CMU Wall - see wall elevations for reinforcing (2) #6 Cont. @ deck around perimeter. 1/2" Plate 6" x 6" @ 32" O.C. w/ (4) 3/4" ! x 6" HSA.Typ.1/4 Steel Joist - see roof framing plan for size and spacing. 20 ga. metal "B" Roof Deck see gen. structural notes. 1/2" Plate 4" x 6" w/ (2) 3/4" ! x 6" HSA. All walls are 8" CMU except wall 3 - see wall elevations for reinforcing 1/4 2" Min. 20 ga. metal "B" Roof Deck see gen. structural notes. All walls are 8" CMU except wall 3 - see wall elevations for reinforcing L4 x 4 x 1/4 cont.1/2" Plate 6" x 6" @ 32" O.C. w/ (4) 3/4" ! x 6" HSA. 1/4 NOT TO SCALE C1D-S07 Spread Footing NOT TO SCALE B1D-S08 Roof Joist to Beam Connection NOT TO SCALE A1D-S09 Roof Deck to Parallel Wall NOT TO SCALE B3D-S10 Roof Joist to Perp. Wall NOT TO SCALE A3D-S11 Deck to Masonry Connection