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HomeMy WebLinkAboutPLANS - 21-00208 - Goldenwest Credit Union - Branch OfficeNO R T H NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO G1.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 COVER SHEET GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO 03.30.21 Project Number: 2052 © 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH REXBURG, IDAHO NO R T H NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO G1.2 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 INDEX SHEET GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO 1' = 1'-0", 3/16" = 1'-0" 03.30.21 Project Number: 2052 © 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. ABBREVIATIONS: @ At ø Diameter # Pound or Number AB Anchor Bolt ACT Acoustical Tile Adj Adjustable AFF Above Finish Floor Alum Aluminum Bd Board Bldg Building Bm Beam Bot Bottom Brg Bearing BUR Built Up Roofing Cab Cabinet CJT Control Joint NO R T H NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO G1.3 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 TYPICAL ANSI ACCESSIBILITY STANDARDS GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO 1/4" = 1'-0" 03.30.21 Project Number: 2052 © 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 32" min.32" min. 32" min. 32" min. 36" min. 24 " ma x . 60 " mi n . 18" min. HINGED DOOR MAXIMUM DOORWAYDEPTH DETAIL SLIDING DOOR FOLDING DOOR PULL SIDE CLEAR DOORWAY WIDTH AND DEPTH FRONT APPROACHES - SWINGING DOORS PUSH SIDE HINGE SIDE APPROACHES - SWINGING DOORS X* PULL SIDE PUSH SIDE12" min.* 42 " mi n .* * Y * LATCH SIDE APPROACHES - SWINGING DOORS 24" min. PULL SIDE PUSH SIDE 24" min. 42 " mi n .* 48 " mi n .* 12" min.*48 " mi n . 48" min. 60" min. TWO HINGED DOORS IN SERIES 48 " ma x . 34 " mi n . Locks, latches, pulls, exit devices DOOR HARDWAREMOUNTING HEIGHT 60 " mi n . 60 " mi n . * If both closer and latch are provided * If both closer and latch are provided ** 48" minimum if door has both a closer and a latch 22" min. * If X=36" min. then Y=60" min. If X=42" min. then Y=54" min. * 54" minimum if closer is provided * 48" minimum if closer if provided 1 /4 " ma x . VERTICAL BEVELED 1 /2 " ma x . CARPET PILE THICKNESS 1/2" max. PREDOMINANT DIRECTION OF TRAFFIC GRATINGS GRATING ORIENTATION Long dimension perpendicular to route of travel 2 1 1 /2 " 1 /4 " to VERTICAL/BEVELED 80 " mi n . > 27 " 4" max.Sign or obstruction LIMITS OF PROTRUDING OBJECTS 307.3 POST-MOUNTED OBJECTS.Objects on posts or pylons shall be permitted to overhang 4 inches maximum where more than 27 inches, and not more than 80 inches above the floor. Objects on multiple posts or pylons, where the clear distance between the posts or pylons is greater than 12 inches, shall have the lowest edge of such object either 27 inches maximum or 80 inches minimum above the floor. Sign or obstruction SINGLE MULTIPLE POST MOUNTED PROTRUDING OBJECTS 4" max. or 80 " mi n . 27 " ma x . X > 12" or 80 " mi n . 27 " ma x .4" max.4" max. CLEAR WIDTH AT TURN 42" min.X 42" min. X < 48" 48 " mi n . 32" min. 36" min. 24 " ma x . 48 " mi n . 24 " ma x . 32" min. 36" min. 60" min. * Max. height is 36" for wheel-chair accessible drinking fountain. Height for standing persons drinking fountain is 38" min. and 43" max. Max. height for drinking fountains primarily used by children is 30". 36 " ma x .* 27 " mi n . 9 " mi n . 3-1/2" max. 6" max.8" min.Note: Equipment permitted in shaded area SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE 48" min. 24" max. 15" min.5" max. mi n . 30 " BUILT-IN FOUNTAINOR COOLERFREE-STANDINGFOUNTAIN OR COOLER DRINKING FOUNTAINS AND WATER COOLERS min. 48" mi n . 30 "EQ EQ Not to exceed fountain depth min. 48"3-1/2" max. mi n . 30 " EQ EQ 43 " ma x .* 38 " mi n . Drinking fountain 1-1/2" dia. bar, floor and wall mounted, both sides 18" 3 " 6 " 33 " 18" X - provide 36" length for side transfer toilets GRAB BARS AT WATER CLOSETS SIDE WALL X BACK WALL REQUIRED CLEAR FLOOR SPACE AT WATER CLOSETS CLEAR FLOORSPACE 33 "- 36 " 12" min.24" min. 36" min.12" max.42" min. 17 "- 19 " 33 "- 36 " 54" min. 60 " mi n . 60" min. Grab barGrab bar 39"-41" GRAB BAR 1-1/2" 1-1/4"-2" 1 -1 /2 " mi n . 12 " mi n .* * The space between the grab bars and shower controls, shower fittings, and other grab bars above the grab bar to be 1-1/2" min. to to p of ba r to to p of ba r mi n . 18 " 39 " - 41 " ch a n g i n g su r f a c e 34 " ma x . to 60 " ma x . 48 " 69 " bo t t o m of sh o w e r he a d 48 " ma x . mi n . 18 " Height of highest operable part Elec. hand dryer Grab bars Sanitary napkin disposal unit Protruding toilet tissue dispenser Sanitary napkin dispenser Paper towel dispenser Shower controls 42" max. Fire extinguisher cabinetBaby changing station at la t c h re l e a s e 48 " ma x . 36" max. 24" min. cl e a r 12 " mi n . Alternate location - protruding toilet tissue dispenser 24" min. 19 " ma x . 48 " mi n . 30" min. De p t h 17 " mi n . CLEAR FLOORSPACE LAVATORY CLEARANCES 6" Depth 17" min. 9 " 27 " mi n . se e ab o v e X40 " ma x . 38 " Insulate drain & supply lines X = 34" max. to rim, except at medicine cabinet where X = 32" max. CLEAR FLOOR SPACE AT LAVATORIES Mirror Note: A mirror shall be mounted with the bottom edge of the reflecting surface 40" max. above the floor per 603.3 1 /2 " 1 /4 " to 2 1 Various shower heads 303. CHANGES IN LEVEL 404. DOORS AND DOORWAYS 604. TOILETS AND TOILET COMPARTMENTS 602. DRINKING FOUNTAINS 604.7 ACCESSORIES AND EQUIPMENT 606. LAVATORIES AND SINKS 307. PROTRUDING OBJECTS ACCESSIBLE ROUTES NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO SD1.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H SITE DETAILS 1/2" = 1'-0", 3/4" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 1'-4"DIA. 6" 7' - 0 " 3' - 6 " 6" dia. galvanized pipe filled with concrete, paint (4" dia. bollards as noted at ATM and pneumatic tube units) Slope top of concrete Concrete paving Uniformly domed top Concrete base #4 x 10" rebar welded to four areas of pipe 5" 2' - 8 " 2' - 8 " 3" 6' - 0 " 3"1'-6"3'-2"4'-11 3/4"±field verify Wall line 1 3/16" dia. 1/2" round bar, typ. Steel columns, typ. 1 1/4" x 1/2" x 1/8" c-channel, typ. Metal plate size and fasteners to be engineered by manufacturer, typ. Construction: wrought iron, powder coat finish 6' - 0 " EQ.EQ. 9'-7 1/2" 1 3/16" dia. 1/2" round bar, typ. Steel columns, typ. 1 1/4" x 1/2" x 1/8" c-channel, typ. Metal plate size and fasteners to be engineered by manufacturer, typ. Construction: wrought iron, powder coat finish 6' - 0 " 5'-0 3/4"±field verify 3" Wall line 1 3/16" dia. 1/2" round bar, typ. Steel columns, typ. 1 1/4" x 1/2" x 1/8" c- channel, typ. Metal plate size and fasteners to be engineered by manufacturer, typ. Construction: wrought iron, powder coat finish 8" 3' - 2 " 2" 4' - 0 " 1'-8"10 3/4"6 5/8" 1 3/4" 6 1/ 4 " 2 5/ 8 " Notes: 1. Coordinate bollard placement with banking equipment. 2. Provde expansion joints with sealant between islands and concrete paving. CL 4"Ø pipe bollard (typ.) - re: 04/SD1.1 6" high concrete island (typ.) - re: 05/SD1.1 Concrete paving - re: civil Teller unit by Diebold. Coordinate with supplier for conduits and power to unit Edge of island 1 1/2" conduit stub-up of unit Base of unit 4' - 0 " 2' - 0 " 2' - 0 " 9 1/16"3'-7 5/8"12 5/16" 5'-5"4 1/8" 1' - 2 " 8" 2" 10 1/ 2 " 2' - 1 0 " 3 1/ 2 " Concrete paving - re: civil Island opening Notes: 1. Coordinate bollard placement with banking equipment. Bollard to be 1" minimum beyond face of equipment. 2. Provide expansion joints with sealant between islands and concrete paving. CL CL 1'-7 13/16"8"1'-3 3/4"1'-4 7/16" ATM unit by Diebold. Coordinate with supplier for conduits and power to unit. 4"Ø pipe bollard (typ.) - re: 04/SD1.1 6" high concrete island (typ.) - re: 05/SD1.1 5 L 6" 6" 6" 4'-0" 6" high concrete island Concrete paving - re: civil Expansion joint with sealant (typical) Radius top edge (typical) 1/2" = 1'-0"04 GUARD POST 1/2" = 1'-0"01 METAL FENCE ELEVATION 1/2" = 1'-0"02 METAL FENCE ELEVATION 1/2" = 1'-0"03 METAL FENCE ELEVATION 1/2" = 1'-0"07 ENLARGED PLAN AT PNEUMATIC TUBE ISLAND 1/2" = 1'-0"05 CONCRETE PLAN AT ATM ISLAND 3/4" = 1'-0"05 CONCRETE ISLAND DETAIL SCALE VARIES NO.DATE DESCRIPTION 02 3-25-20 City review TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO SD1.2 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H SITE DETAILS 1/4" = 1'-0", 3/8" = 1'-0", 1 1/2"= 1'-0", 1/2" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. Precast concrete architectural element with drip edge Lockable gate latch W-shape steel post W6x25 embedded in concrete 3'-0" below concrete - painted Steel dumpster gate - galvanized and painted Cast-in-place concrete foundation wall Cast-in-place concrete slab, see civil 6' - 6 " 6' - 0 " Precast concrete architectural element with drip edge Manufactured stone veneer system on CMU wall Cast-in-place concrete foundation wall 06 SD1.2 6' - 0 " Precast concrete architectural element with drip edge Manufactured stone veneer system on CMU wall Cast-in-place concrete foundation wall typ. 6' - 6 " 6' - 0 " Precast concrete architectural element with prefinished metal drip edge Manufactured stone veneer system on CMU wall Cast-in-place concrete foundation wall W-shape steel post W6x25 embedded in concrete 3'-0" below grade - painted 05 SD1.2 13' - 8 " (FD N DIM E N S I O N ) 3'-6 " 5'-0 " 3'-6 " 10" 12' - 0 " 10" 2 1 / 2 " 1 0 ' - 0 " 1 0 " 8 " 3 0 ' - 0 " 1 1 ' - 0 1 / 2 " ( F D N D I M E N S I O N ) Steel dumpster gate- galvanized and painted W-shape steel post W6x25 embedded in concrete 3'-0" below grade - painted 6" steel bollard filled with concrete rounded at top. Painted. Re: 04/SD1.1 6 1/2"" thick concrete paving - re: Civil Curb and gutter - re: Civil 6 1/2" thick concrete slab with expansion joint at perimeter Curb and gutter - re: Civil Dimension changes (N.T.S.)1 1/2"1"4 1/2" 5 1/2" 6 1/ 2 " 6" 2 1/ 2 " Steel dumpster gate- galvanized and painted W-shaped steel post W6x25 embedded in concrete 3'-0" below grade, painted. Manufactured stone veneer CMU 1' - 0 " SE E ST R U C T U R A L 6' - 0 " 4" 2" 1"1" 1'-0 1/2" 10" Precast concrete architectural element with prefinished metal drip edge 8" CMU, grout solid Cast-in-place concrete foundation wall 6 1/2" thick concrete slab with expansion joint at perimeter Manufactured stone veneer system over CMU (2) #5 bars top and bottom #4 bars (vert.) at 16" o.c. #5 bars (horiz.) at 32" o.c. #4 bars at 16" o.c. (2) #4 bars continuous Engineered fill per reuirements at main building footings NO R T H 1/4" = 1'-0"01 DUMPSTER ENCL. FRONT ELEV. 1/4" = 1'-0"02 DUMPSTER ENCL. RIGHT ELEV. 1/4" = 1'-0"03 DUMPSTER ENCL. REAR ELEV. 1/4" = 1'-0"04 DUMPSTER ENCL. LEFT ELEV. 3/8" = 1'-0"07 ENLARGED DUMPSTER ENCLOSURE PLAN 1 1/2"= 1'-0"05 GATE POST DETAIL 1/2" = 1'-0"06 DUMPSTER WALL SECTION SCALE VARIES NO.DATE DESCRIPTION NO R T H TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H 1ST LEVEL ANNOTATED PLAN 3/16" = 1'-0", 1' = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. FRAMED WALL PARTITIONS 1. Partition type indications are independent of applied finishes. See the finish sheets and interior elevations for wall finishes including tile coursing and layout and/or the designations on the plans for additional information regarding applied finishes. See sheet A1.2 for wall types. 2. Where partition type designation on floor plans is interrupted by door opening, glazed partitions, etc., construction above interruption (and where applicable below) is to be the same as that designated for the partition in which the interruption occurred. 3. All dimensions are face of concrete, stud, or rough opening unless noted otherwise. 4. At all interior walls, the studs, insulation, and gypsum board are to extend to the deck above, unless noted otherwise. 5. All metal stud partitions are considered acoustic partitions and are to receive sound attenuation blanket. Thickness shall match stud depth unless noted otherwise. 6. Contractor to provide blocking/backing for all wall mounted equipment. See floor plans and interior elevations for cabinets, grab bars, etc. Install blocking as detailed or as required to mount such devices. Install as per detail 01/A1.2. 7. All exterior stud walls to have continuous rigid foam insulation and fluid applied air and vapor barrier for the full height and length of the wall. Fully seal all penetrations per barrier manufacturer’s recommendations. 8. The air and vapor barrier is to wrap into all window and door openings taking care to not install fluid applied barriers to surfaces detailed to be exposed to view. GENERAL PARTITION NOTES: : Area of recessed slab for thickset tile - re: finish schedule & plans PLAN LEGEND: B C D E F G 110 A 112 A C A 100 A 100 B K P 113 A 114 A K111 A J 109 A 107 A 108 A 104 A 105 A 103 A B H H 03A4.1 06 06 06 06 01 01 04 06 06 06 06 06 06 06 06 06 04 04 06 06 06 06 06 01 0101 01 01 04 04 02 01 01 0101 01 01 04 05 05 01 06 06 06 06 01 01 01.02 01.02 03.02 03.02 03.02 03.02 03.01 01.02 01.02 01.0201.02 01.02 22.06 32.03 23.02 03.04 11.06 06.03 26.0326.02 11.04 11.03 01.03 0707 (typ) (typ) (typ) VESTIBULE 100 CONFERENCE 114 MANAGER 111 MECHANICAL 110 OFFICE 113 HALLWAY 112 BREAK ROOM 109 WOMEN 108 MEN 107 CUSTODIAL 105DRIVE-UP TELLERS 104 ELEC./I.T. ROOM 103 WORK ROOM 102 HALLWAY 106 LOBBY 101 01 02 A 6 .1 1 1 A A B B C C D D E E F F G G H H J J K K L L 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 07 SD1.1 08 A8.1 07 A8.1 05 SD1.1 10 A8.1 09 A8.1 12 A8.1 09 A9.11 11 A8.1 01 A8.1 07 SD1.1 A A5.1 12 A9.11 01 A3.1 01A3.1 02 A3.1 02 A3.1 01A4.1 02A4.1 04A4.1 01A4.2 03 03.01 03.01 11.01 11.01 32.02 32.02 32.0211.02 04.02 04.02 07.01 07.01 07.01 07.01 07.01 07.01 07.01 07.01 32.01 32.04 26.01 10.01 10.03 22.01 03.05 03.05 11.05 10.02 11.10 11.0811.09 06.02 06.02 11.0911.07 09.01 09.01 09.01 26.05 06 26.05 11.10 11.10 23.03 23.03 23.03 23.03 23.0323.03 23.03 23.03po d i u m po d i u m ILT future ILT ECR Future ECR 01.02 Edge of roof overhang above (shown as dashed line) 01.03 Center wall on aluminum mullion at curved storefront system 03.01 6” high concrete island – re: 05/SD1.1 03.02 6” thick concrete paving at drive-thru - re: Civil 03.04 4” thick concrete mechanical equipment pad on 4” base - re: Civil 03.05 Recessed concrete floor slab in this room - re: Structural 04.02 Cultured stone veneer column. "Uintah Dry Stack Ledgestone" by Harristone. Color by Architect 06.02 Podium millwork. Contractor to provide underground conduits to unit - re: A1.7 and C/A6.1 06.03 3/4” plywood phone/data board (8' high x full width of two walls), set bottom edge 6" above floor, painted to match wall color 07.01 Rain gutter downspout location. Coordinate with installation of perimeter drain system. Run tight against foundation and connect at finish grade. Color to match metal standing seam roof. 09.01 Metal transition edging. Re: detail 05/A1.31 10.01 Recessed style Knox box in cultured stone veneer. Mount 5’-0” above finish grade. Verify location with fire department 10.02 Semi-recessed fire extinguisher cabinet with fire extinguisher - re: 01/A1.31 10.03 Fire extinguisher on wall bracket 11.01 Pneumatic teller VAT by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit and power in drive-thru canopy for blower unit – re: 07/SD1.1 11.02 ATM unit by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit – re: 06/SD1.1 11.03 Drop box by Diebold. Coordinate for required wall opening and installation with banking equipment supplier. Contractor to provide conduits to unit 11.04 Un-encased safe by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide conduits to unit 11.05 Transaction drawer by Diebold. Coordinate installation with banking equipment supplier 11.06 Copy machine by Owner (N.I.C.) 11.07 Cash recycler by Diebold and millwork by Contractor. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit - re: A1.7 and A/A6.1 11.08 ILT by Diebold and millwork by Contractor. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit - re: A1.7 and B/A6.1 11.09 Future banking equipment location - re: Electrical for requirements 11.10 Video monitor by Owner. Provide blocking in wall for mounting bracket - re: 01/A1.2 22.01 Electric water cooler, Hi/Low unit, with stainless steel surround (beyond) - re: Plumbing 22.06 Gas meter - re: Plumbing. Provide 4" thick pad beneath 23.02 Mechanical equipment - re: Mechanical and Electrical for underground piping and conduits 23.03 Duct in wall between studs - re: mechanical 26.01 Electric meter base, disconnect, and C.T. can - re: Electrical 26.02 Electrical panel 26.03 Server rack - re: Electrical 26.05 Conduits stubbed through floor slab - re: Electrical and sheet A1.7 32.01 6” ø pipe bollard, locate 1” beyond face of wall, into curb - re: 04/SD1.1 (painted) 32.02 6” ø pipe bollard - re: 04/SD1.1 (painted) 32.03 Pre-finished metal fence with 3’-0” gate, color to be determined by Architect, re: 01, 02, 03/SD1.1 32.04 Irrigation system controller - re: Electrical for power and control wire conduit KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.2 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H PARTITION TYPE DETAILS 1" = 1'-0", 1' = 1'-0", 1 1/2"= 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. FRAMED WALL PARTITIONS 1. Partition type indications are independent of applied finishes. See the finish sheets and interior elevations for wall finishes including tile coursing and layout and/or the designations on the plans for additional information regarding applied finishes. See sheet A1.2 for wall types. 2. Where partition type designation on floor plans is interrupted by door opening, glazed partitions, etc., construction above interruption (and where applicable below) is to be the same as that designated for the partition in which the interruption occurred. 3. All dimensions are face of concrete, stud, or rough opening unless noted otherwise. 4. At all interior walls, the studs, insulation, and gypsum board are to extend to the deck above, unless noted otherwise. 5. All metal stud partitions are considered acoustic partitions and are to receive sound attenuation blanket. Thickness shall match stud depth unless noted otherwise. 6. Contractor to provide blocking/backing for all wall mounted equipment. See floor plans and interior elevations for cabinets, grab bars, etc. Install blocking as detailed or as required to mount such devices. Install as per detail 01/A1.2. 7. All exterior stud walls to have continuous rigid foam insulation and fluid applied air and vapor barrier for the full height and length of the wall. Fully seal all penetrations per barrier manufacturer’s recommendations. 8. The air and vapor barrier is to wrap into all window and door openings taking care to not install fluid applied barriers to surfaces detailed to be exposed to view. GENERAL PARTITION NOTES: 4'-0" MAXIMUM SPAN HEADER FY (2) 400S137-43 33 KSI 6'-0"(2) 600S162-43 33 KSI 8'-0"(2) 800S162-43 33 KSI Metal Stud Header Notes: 1. Schedule to be used for non-bearing walls only. 2. Headers to be constructed as box headers per SSMA Standards. NON-BEARING METAL HEADER SCHEDULE Member depth in 1/100 inches Style (S=stud; J=joist) Material thickness in mils Flange width in 1/100 inches MEMBER DEPTH MAX. STUD HEIGHT MIN. GA. & SPACING 3 5/8" (362S125-33)14'-0"20 @ 16" O.C. 6" (600S162-33)24'-0"20 @ 16" O.C. NON-BEARING METAL STUD GAUGE SIZING: Metal Stud Notes: 1. Steel studs shall meet ICC Report ER-4943P and the SSMA Standards. Height based on SSMA 2001 Catalog and project requirements. 2. See schedule for stud spacing and gauge. All studs and braces shall be 33 KSI unless noted otherwise in these drawings. 3. At all doors provide two tabbed 18 gauge studs at both sides of jamb. 362S125-33 5/8"3 5/8"5/8" 4 7/8" Sound attenuation batt insulation 3 5/8" cold formed metal stud framing @ 16" o.c. (1) layer 5/8" gypsum board - painted (1) layer 5/8" gypsum board - painted 5/8"3 5/8"5/8" 4 7/8" Sound attenuation batt insulation 3 5/8" cold formed metal stud framing @ 16" o.c. (1) layer 5/8" gypsum board - painted (1) layer 5/8" glass mat tile backer at ceramic tile wainscot (5/8" gypsum board above - painted) Ceramic tile, see finish schedule and interior elevations for extend, size, and type 5/8"3 5/8"5/8" 4 7/8" 3 5/8" cold formed metal stud framing @ 16" o.c. (1) layer 5/8" glass mat tile backer at ceramic tile wainscot (5/8" gypsum board above - painted)Sound attenuation batt insulation Ceramic tile, see finish schedule and interior elevations for extent, size, and type (1) layer 5/8" glass mat tile backer at ceramic tile wainscot (5/8" gypsum board above - painted) Ceramic tile, see finish schedule and interior elevations for extent, size, and type 5/8"6"5/8" 7 1/4" (1) layer 5/8" gypsum board - painted 6" cold formed metal stud framing @ 16" o.c. Sound attenuation batt insulation (1) layer 5/8" gypsum board - painted 5/8"6"5/8" 7 1/4" Sound attenuation batt insulation 6" cold formed metal stud framing @ 16" o.c. (1) layer 5/8" gypsum board - painted (1) layer 5/8" glass mat tile backer at ceramic tile wainscot (5/8" gypsum board above - painted) Ceramic tile, see finish schedule and interior elevations for extent, size, and type 11 1/8" Batt insulation (1) layer 5/8" gypsum board - painted 2x6 stud framing @ 16" o.c. 1/2" wall sheathing Fluid applied air barrier 1 1/2" foam board insulation (c.i.) 1/2" scratch coat 1 1/2" woven wire stucco mesh 1/2" mortar bed Manufactured stone veneer 11 1/8" Batt insulation (1) layer 5/8" glass mat tile backer at ceramic tile wainscot (5/8" gypsum board above - painted) 2x6 stud framing @ 16" o.c. 1/2" wall sheathing Fluid applied air barrier 1 1/2" foam board insulation (c.i.) 1/2" scratch coat 1 1/2" woven wire stucco mesh 1/2" mortar bed Manufactured stone veneer Ceramic tile, see finish schedule and interior elevations for extent, size, and type Wood plate Wood studs at backing plate Provide backing plates as indicated in the drawings, or where not indicated, according to the following schedule. Refer to details elsewhere in the drawings for the support of wall mounted items in excess of 200 pounds. BACKING PLATES: - At door stops and bumper rails - At toilet accessories, mirrors, coat hooks, etc. - At all upper wall hung cabinets - At all base cabinets - At all full height cabinets - At wall mounted adjustable shelving - At all wall mounted TV monitors PARTITION 01 PARTITION 02 PARTITION 03 PARTITION 04 PARTITION 05 PARTITION 06 PARTITION 07 1" = 1'-0"01 BACKING PLATE DETAIL - WOOD NO.DATE DESCRIPTION NO R T H TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.7 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H 1ST LEVEL DIMENSION PLAN 3/16" = 1'-0", 1' = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. GENERAL DIMENSION PLAN NOTES: A. All dimensions are face of stud, center of stud, or face of concrete, masonry, or rough opening unless noted otherwise. B. Re: Enlarged Plans for dimensions at enlarged areas. B A1.7 71'-2 1/2" 4'-0"2'-0"12'-0"11'-1"4'-11"22'-6"10'-3"2'-9"1'-8 1/2"6'-5 1/2" 89 ' - 3 1/ 2 " 51 ' - 5 " 37 ' - 1 0 1/ 2 " 7' - 7 " 18 ' - 5 " 11 ' - 2 " 8' - 0 " 6' - 3 " 4 1/ 2 " 37 ' - 6 " 13'-7 1/2"3'-0 1/2"8'-4 1/2"27'-8"4'-0"1'-0"4'-0"3'-5 1/2" 4 1/2" 12 ' - 0 " 5" 1' - 2 " 5" 8' - 0 " 5" 1' - 2 " 5" 4' - 0 " 3' - 7 " 7' - 7 " 3' - 1 0 3/ 4 " 2' - 1 1/ 4 " 9' - 1 0 " 15 ' - 1 " 12 ' - 1 1 " 3' - 4 " 5" 1' - 6 " CL E A R 4'-0"65'-6 1/2" 4 1/2"14'-0"11'-1"27'-5 1/2"13'-0" 5'-7"6'-0"2'-5"1'-3"8'-7"1'-3"2'-5"25'-0 1/2"4 1/2"6'-0"6'-7 1/2" 8 1/2"8 1/ 2 " 1' - 3 " 5' - 1 1 " 5" 8 1/2" 3'-0"8'-0"8'-0"3'-0" 3'-0"4'-0"12'-0"3'-0" 3'-0"7'-6"8'-6"3'-0" 1'-7" 9'-3 1/2" 4'-3 1/2" 2' - 0 " 11 1/ 2 " 8' - 6 " 6 1/4"11'-1"7 1/2"5'-4 1/2"8'-10"6'-11"7'-3"12'-7 1/2" 9'-3 1/2" 4'-9" 5' - 1 1/ 2 " 5' - 1 1/ 2 " 15 ' - 7 1/ 8 " 11 ' - 1 0 3/ 4 " 5' - 3 " 10 ' - 4 " 4' - 3 " 7' - 9 " 4 1/2" 4 1/2" 4 1/2" 7'-3" 8'-9 1/2"6"13'-3" 8'-8 1/2"13'-4"10'-8 1/2" 6' - 3 " 90°110° face of fdn face of stud face of stud face of stud face of stud fa c e of fd n face of stud fa c e of st u d fa c e of st u d fa c e of st u d fa c e of st u d fa c e of st u d fa c e of st u d face of stud face of stud face of stud face of stud face of stud face of stud face of fdn fa c e of fd n fa c e of st u d fa c e of st u d fa c e of fd n fa c e of st u d fa c e of st u d fa c e of st u d fa c e of fd n fa c e of st u d fa c e of st u d face of stud ce n t e r li n e at Ve s t . 10 0 fa c e of fd n fa c e of st u d fa c e of fd n fa c e of fd n fa c e of fd nVESTIBULE 100 CONFERENCE 114 MANAGER 111 MECHANICAL 110 OFFICE 113 HALLWAY 112 BREAK ROOM 109 WOMEN 108 MEN 107 CUSTODIAL 105DRIVE-UP TELLERS 104 ELEC./I.T. ROOM 103 WORK ROOM 102 HALLWAY 106 LOBBY 101 51 ' - 5 " 4 1/ 2 " 9' - 6 " 4' - 0 " 9' - 0 " 4' - 0 " 9' - 0 " 2' - 0 " 2' - 0 " 1 1 A A B B C C D D E E F F G G H H J J K K L L 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11'-10 5/8" 24 ' - 0 1/ 8 " 14 ' - 7 1/ 2 " 6'-3 3/4"8'-8 1/2" 8' - 1 1 3/ 4 " 7'-1 3/8"12'-4 1/8" 8' - 1 1 3/ 4 " 26.05 26.05 26.04 26.04 26.0526.04 face of fdn 2'-5"5'-0"5'-0"5'-0"5'-0"5'-4 1/2" 25'-4 1/2" (curved section) 4' - 3 1/ 4 " 4' - 0 1/ 2 " 3' - 6 5/ 8 " 2' - 9 3/ 8 " 1' - 8 3/ 4 " 4 1/ 2 " Corner of foundation wall Face of foundation wall (4 1/2" beyond face of stud) Depress foundation wall at window - re: Structural Note: Foundation wall is curved - not segmented 5 6 7 A B C D 26.04 Electrical floor box - re: Electrical 26.05 Conduits stubbed through floor slab - re: Electrical 3/16" = 1'-0"B DIMENSIONS AT CURVED FDN. WALL KEYED NOTES: NO.DATE DESCRIPTION NO R T H TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.11 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H REFLECTED CEILING PLAN 3/16" = 1'-0", 1/8" = 1'-0", 1' = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. : 2' x 4' light fixture CEILING PLAN LEGEND: : 2' x 2' light fixture ELECTRICAL MECHANICAL : 1' x 4' light fixture : Recessed can light fixture : Exit sign : Supply grille : Return grille : Exhaust grille CEILING TYPE LEGEND: C01 : Suspended 2' x 2' acoustical lay-in tile ceiling. See details 02 & 03 on sheet A1.12. C05 : Suspended frame and cellular core panel ceiling "cloud" with a 2 1/2" high perimeter trim. See detail 05 on sheet A1.12 C02 : Suspended 5/8" gypsum board ceiling system (1 layer). See detail 01 on sheet A1.12. Smooth texture. Paint. C04 : Exposed structure. Paint all exposed surfaces. C06 : 1" thick x 12" wide pre-finished metal soffit system with continuous vent strip where shown. C03 : 5/8" gyspum board ceiling system (1 layer) installed over framing. See detail 04 on sheet A1.12. A. Reference detail 02/A1.12 for typical ceiling suspension and seismic bracing. B. Reference detail 01/A1.12 for typical suspended gypsum board ceilings. C. Refer to architectural drawings for locations of mechanical grilles, and to mechanical drawings for quantities and types. D. Refer to architectural drawings for locations of light fixtures and to electrical drawings for quantities and types. E. All ceiling heights indicated are the elevation of the bottom of the ceiling from the top of the concrete floor slab. F. All type "C03" ceilings in restrooms shall be epoxy painted. G. Add unfaced sound batt insulation above all restroom ceilings. GENERAL CEILING NOTES: 04 A1.12 05 A1.12 2'-3" 2' - 3 " 2'-3" 2' - 0 " 12'-0" C01 10'-0" C02 10'-0" C01 10'-0" C01 10'-0" C01 10'-0" C01 8'-0" C02 8'-0" C028'-0" C01 10'-0" C01 10'-0" C01 10'-0" C02 10'-0" C02 - C04 13'-0" C06 07.02 07.04 07.02 07.04 07.02 07.02 07.04 07.02 07.04 07.02 07.02 07.02 07.02 07.02 07.02 07.02 07.04 07.04 07.04 07.04 07.04 09.02 09.0209.02 09.0209.02 09.02 09.19 07.05 07.05 07.05 07.05 07.05 07.05 09.0209.02 10'-0" C02 07.16 07.16 10'-0" C03 10'-0" C05 10'-0" C05 TYP. typ. 1 1 A A B B C C D D E E F F G G H H J J K K L L 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 01 A3.1 01A3.1 02 A3.1 02 A3.1 07.0507.05 07 .05 26.07 26.07 26.07 10.04 10.04 07.10 07.10 07.10 11'-0" C05 11'-0" C05 5/125/12 5/12 5 /12 5 /12 5/12 07.02 Pre-finished rain gutter and downspout, see floor and roof plans. Color to match standing seam roof 07.04 Pre-finished continuous soffit vent -re: 06/A8.1 07.05 Pre-finished flush panel metal soffit 07.10 2” E.I.F.S. 07.16 Provide 6" sound batt on suspended ceiling of this room 09.02 Metal control joint in gypsum board soffit. Extend up face of soffit - re: 06/A1.12 09.19 Start with full 24" panel against this wall to facilitate mechanical diffuser 10.04 24” x 36” flush access door with lock. Coordinate location between trusses with banking equipment supplier. Paint to match soffit color 26.07 Red and green lane light locations centered in lane, re: Electrical KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.12 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H CEILING DETAILS 3/32" = 1'-0", 6" = 1'-0", 1 1/2"= 1'-0", 1' = 1'-0", 3" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 12'- 0 " typ. 4'-0 " max . 12' - 0 " typ . 2" max . 2" max . 45º max. 45º max. 45º max. 45º max. 12 ga. hanger wire at 4'-0" o.c. 1-1/2" metal carrying channels at 48" o.c. 7/8" metal hat channels at 24" o.c. max. 5/8" G.W.B. with cont., 'J' trim and colored sealant at perimeter, typical *Scheduled wall system, see partition types. Line of wall or boundary. First line of bracing 4'-0" max. from wall or boundary. Carrying channels at 48" o.c. Hat channels cross runners at 24" o.c. Vertical wires at 4'-0" o.c. each way. Seismic bracing see detail at right. Carrying channels at 48" o.c. 12 ga. vertical wires at 4'-0" o.c. 12 ga. splay wires in plane of each runner at 12" o.c. in each direction. Hat channel cross runner at 24" o.c. *Mud and tape all perimeter joints in lieu of sealant where gypsum board ceiling abuts gypsum board walls. Notes: 1. All splay wires to be in line with attached component. 2. All splay wires to be taut and tied at both ends with minimum of 3 turns in 1" of run. 3. Areas smaller than 1000 sq. ft. with walls on a 4 sides extending to structure need not be braced. 4. All ceiling mounted light fixtures shall be attached to the suspended ceiling grid. In addition 12 gauge hanger wires shall be attached to the grid within 3" of each corner of the light housing and to the structure above (these wires may be slack). 5. Wires shall not attach to or bend around interfering material or equipment, nor shall they be closer than 6" from any un-braced horizontal piping or ductwork. A trapeze or similar device shall be used where obstructions occur. 6. Gypsum board to be installed at right angles to 7/8" hat channel runners. Fasten with 1" type 's' drywall screws at 12" o.c. typical at edges and in field as per USG standards. (per i m e t e r ) 8" max.8" max. 12'- 0 " typ. 6'-0 " max . 12' - 0 " typ . 2" max . 2" max . 45º max. 45º max. 45 º ma x . 4 5 º m a x . Seismic bracing at 12' max. grid spacing. see detail at right 1" wall mold, typ.Seismic clip 12 ga. hanger wire at 4'-0" o.c. Main runner or cross tee Acoustical ceiling panel 1/8" pop rivet at all members on one wall Line of wall or boundary First line of bracing 4'-0" max. from wall or boundary Main runners Cross runners Provide compression strut of continuous length of 3/4"Ø x 12" conduit pockets with 1/2"Ø brace, attached to main runner and to structure above to counter-act uplifting forces of splayed wires. 12 ga. vertical wires at 4'-0" o.c. Cross runner Main runner 12 ga. splay wires in plane of each runner. Vertical wires at 4'-0" o.c. each way *See detail 01/A1.12 for suspended G.W.B. requirements (per i m e t e r ) NOTES: 1. All splay wires to be in line with attached component. 2. All splay wires to be taut and tied both ends with minimum of 3 turns in 1" of run. 3. Areas smaller than 1000 sq. ft. with walls on 4 sides extending to structure need not be braced. 4. Compressive struts required at 12'-0" o.c. 5. All ceiling mounted light fixtures shall be attached to the suspended ceiling grid. In addition 12 ga. hanger wires shall be attached to the grid within 3" of each corner of the light housing and to the structure above (these wires may be slack). 6. Wires shall not attach to or bend around interfering material or equipment nor shall they be closer than 6" from any un-braced horizontal piping or ductwork. A trapeze or similar device shall be used where obstructions occur. 7. Provide 7/8" wide perimeter wall molding at all walls. 8" max . 7/8" 7/8" 8" max. - typ. 6" mi n . Seismic clip attached to wall - typical as per ICC ESR 1308 Metal suspension system - re: 2/A1.12 Specified wall angle trim - typ. Scheduled wall system 5/8" gypsum board where occurs Seismic clips - install as per ICC ESR 1308 Metal suspension system - re: 2/A1.12 Suspended acoustical panel ceiling Specified wall angle trim - typ. Continuous sealant perimeter walls 2' - 0 " (N . T . S . ) 6" Mi n . B.O. CEILING ELEV. B.O. SOFFIT ELEV. 3 5/8" cold formed metal stud framing @ 16" o.c. - extend to deck above Scheduled ceiling system 5/8" gypsum board - painted Metal corner bead - typ. 3 5/8" cold formed metal stud bracing @ 32" o.c. - extend to deck above 5/8" gypsum board - painted RE: RCP RE: RCP Note: see reflected ceiling plan for locations of control jionts in soffit per detail 06/A1.12. Ceiling suspension system Supplemental blocking @ 2'-0" o.c. max spacing when joints do not occur over framing members 5/8" gypsum board Control joint - recess into gypsum board as required to ensure no bulge in finished ceiling 2 1/ 2 " B.O. CEILING ELEV. Aircraft cable @ 4'-0" max. on center both ways Acoustical ceiling panel system Acoustical ceiling trim Aluminum extruded grid RE: RCP 3/32" = 1'-0"01 TYP. SUSP. GYP. BD. CEILING DETAIL 3/32" = 1'-0"02 TYP. SUSP. LAY-IN CEILING DETAIL 6" = 1'-0"03 SUSPENDED CEILING DETAIL 1 1/2"= 1'-0"04 SOFFIT DETAIL @ CEILING 1' = 1'-0"06 CONTROL JOINT 3" = 1'-0"05 TYP. CEILING CLOUD DETAIL SCALE VARIES NO.DATE DESCRIPTION NO R T H TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.21 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H ROOF PLAN 3/16" = 1'-0", 1' = 1'-0", 1 1/2"= 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. A. All flashing, counter-flashing and sheet metal work shall comply with the minimum standards per the current edition of SMACNA. B. Not all roof penetrations are shown on the architectural roof plan sheets. In addition to the architectural, the Contractor is responsible for referencing the structural, mechanical and electrical documents for all such occurrences. All penetrations of the roof shall meet the roofing manufacturer's recommendations to maintain the integrity of the roofing systems. C. The Contractor is responsible for providing a manufacturer's approved roofing detail for all roofing conditions so that the specified warranty is obtained. If a condition is shown in these Construction Documents that does not meet the requirements of the roofing manufacturer, these conditions shall be brought to the attention of the Architects prior to bidding. D. Provide all miscellaneous flashings and accessories as required for a complete job. Flash all roof penetrations as required. E. All miscellaneous vents, flues, curbs, etc. shall meet minimum code clearance above roof line. F. Paint all plumbing vents, flues and other roof penetrations to match the color of the roofing. GENERAL ROOF NOTES: 07.0107.01 07.01 07.01 07.01 07.0107.01 07.01 07.02 07.02 07.02 07.02 07.02 07.09 07.0207.02 07.02 07.02 07.02 07.02 07.02 07.02 1 1 A A B B C C D D E E F F G G H H J J K K L L 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 01 A3.1 01A3.1 02 A3.1 02 A3.1 07 .07 07 .07 07.07 07.07 07 .07 07 .07 07.07 07.07 07.07 07 .07 07 .07 07 .07 0 7 .07 07.08 07.08 07.08 07.08 07.08 07.08 07.08 07.08 07.08 07.09 07.09 07.09 07.09 07.09 07.09 07.09 07.09 07.09 01 .04 01 .04 06.0401.05 07.15 07.15 07.15 07.15 ri d g e ridge ridge ridge ri d g e hi p hi p hi p hip hip hip va l l e y va l l e y val l e y val l e y val l e y val l e y vall e y va l l e y hi p 16 ga. X 2" strap at 30" o.c. fastened by washered screw Drip edge Fastener 01.04 Truss webbing to allow for Diebold Airvac tubes to pass with no offsets 01.05 Face of exterior wall finish below (shown as dashed line) 06.04 Draft stop of wall sheathing within attic above exterior wall to separate attic above drive-thru from main building attic. Seal around penetrations 07.01 Rain gutter downspout location. Coordinate with installation of perimeter drain system. Run tight against foundation and connect at finish grade. Color to match metal standing seam roof. 07.02 Pre-finished rain gutter and downspout, see floor and roof plans. Color to match standing seam roof 07.07 Standing seem metal roof, color to be determined by Architect 07.08 Ridge and hip caps. Ridge caps to be manufacturer's vented cap. Color to match standing metal seam roof. See structural for ventilation slots to be cut in sheathing at ridge 07.09 Snow bars to match roofing color. Attach at each standing seam 07.15 Open end of gutter. Drains to roof below 1 1/2"= 1'-0"01 TYPICAL GUTTER DETAIL KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.31 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H FINISH SCHEDULE & LEGEND 1' = 1'-0", 6" = 1'-0", 1 1/2"= 1'-0", 3/4" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. FINISH SCHEDULE ROOM # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 ROOM NAME VESTIBULE LOBBY WORK ROOM ELEC./I.T. ROOM DRIVE-UP TELLERS CUSTODIAL HALLWAY MEN WOMEN BREAK ROOM MECHANICAL MANAGER HALLWAY OFFICE CONFERENCE FLOOR F02 F01; F04; F05 F01 F06 F01 F06 F01 F03 F03 F01 F06 F01 F01 F01 F01 BASE NE B01 B01 B01 B01 B01 B01 B01 B02 B02 B01 B01 B01 B01 B01 SE B01 B01 B01 B01 B01 B01 B01 B02 B02 B01 B01 B01 B01 B01 SW B01 B01 B01 B01 B01 B01 B01 B02 B02 B01 B01 B01 B01 B01 NW B01 B01 B01 B01 B01 B01 B01 B02 B02 B01 B01 B01 B01 B01 B01 WALL NE W01 W01 W01 W01 W01 W01 W01 W04; W05 W04; W05 W01 W01 W01 W01 W01 W01 SE W01 W01 W01 W01 W01 W01; W07 W01 W04; W05 W04; W05 W01 W01 W01 W01 W01 W01 SW W01 W01; W03; W06 W01 W01 W01 W01; W07 W01 W04; W05 W04; W05 W01 W01 W01 W01 W01 W01 NW W01 W01 W01 W01 W01 W01 W01 W04; W05 W04; W05 W01 W01 W02 W01 W02 W02 CEILING C02 C01; C03; C05 C02 C01 C01 C01 C02 C02 C02 C01 C04 C01 C02 C01 C01 HEIGHT 10'-0" 12'-0" 10'-0" 10'-0" 10'-0" 8'-0" 10'-0" 8'-0" 8'-0" 10'-0" 13'-0" 10'-0" 10'-0" 10'-0" 10'-0" SPECIALTIES S02; S05 S03; S05 S03; S04; S06; S10 S03; S05; S10 S03; S07; S10 S01; S03 S03; S10 S03; S10 S03; S05; S10 S03; S08; S09 REMARKS Base M03 at millwork. GENERAL FINISH NOTES: A. Provide epoxy paint at walls and ceilings at all toilet rooms, janitor rooms, and wet or damp areas. B. All floor transitions to be located at center of door, unless noted otherwise. C. All grout joints to be no larger than 1/8". D. Field verify all dimensions before fabrication of millwork. E. Coordinate all millwork with banking equipment before fabrication. F. Re: interior elevation sheets for all wall tile patterns. Coordinate pattern layouts with Architect prior to cutting and placement of any and all tile. G. All countertop, backsplashes, and edge banding to have coordinating finishes. H. 5/8" 'Denshield' or equal tile backer board in lieu of gypsum board required behind all wall tile. I. Contractor shall provide continuous crack isolation membrane at all floor tile locations - re: project manual. J. Re: Finish Schedule on sheet A1.31 for all finish information. K. Re: Finish Schedule on sheet A1.31 for location of accent wall paint W02, W03. All other walls to be painted W01. PRODUCT COLOR/NOTES FINISH PLAN LEGEND: FLOOR MATERIALS F01 Style: City Walk 03974; Color: Curbside 36108; Product No. 6298180009; Size: Modular; 24” x 24”; Installation Method: Horizontal Ashlar F02 F03 F04 F06 B01 BASE MATERIALS B02 Carpet tile MFR. W01 WALL MATERIALS C01 Walk off carpet tile Restroom Floor Tile Lobby Floor Tile Painted Concrete 4" coved rubber base No base Primed & painted wall surface CEILING MATERIALS Suspended 2'x2' acoustical lay-in tile ceiling SPECIALTIES S01 S02 S03 S04 Electric water cooler with stainless steel backsplash Hollow metal frame Electrical panels/equipment Semi-recessed fire extinguisher cabinet MILLWORK FINISHES M01 M02 M04 Solid Surface Solid Surface Plastic Laminate Tandus Centiva Tandus Centiva Crossville Crossville Sherwin WIlliams S10 Door Stain S05 Millwork ID Style: Assertive Action 04837; Color: Molten 26219; Size: 24” x 24”; Installation: Ashlar Java Joint; Fresh Ground JAV04; UPS; 2”x2” mosaic; Grout: Mapei; Color: Sahara Beige Shades by Crossville; Clay AV245; UPS; 24"x24"; Grout: Mapei; Color: Sahara Beige Color: Tavern Taupe SW7508 Roppe Color: 194 Burnt Umber, Size: 4” Coved With Pre-Molded Inside & Outside Corners -Provide cove trim in lieu of base. Re: detail 07/A1.31. Sherwin Williams Color: Shiitake SW 9173, Finish: Semi-Gloss W02 Primed & painted wall surface (Accent color 01) Sherwin Williams Color: Manor House SW 7505, Finish: Semi- Gloss W03 Primed & painted wall surface (Accent color 02) Sherwin Williams Color: Tavern Taupe SW 7508, Finish: Semi- Gloss W05 Ceramic wall tile -Java Joint; Flat White JAV02; UPS; 12” x 24” Grout: Mapei; Color: Sahara Beige W06 Hardwood Veneer Wall Panels -Stain: Match Door Finish – (Oshkosh Color: SWMAP, Finish: Clear Finish – 500) W07 Ceramic tile Daltile Color: Urban Putty 0161; Wainscot at service sink. Grout: Mapei; Color: Ivory Armstrong Style: Cortega, Color: White, Size: 2’x2’ C02 C03 C04 C05 Suspended 5/8" gypsum board ceiling system (1 layer) Sherwin Williams Smooth texture; Paint color: Shoji White SW 7042, Finish: Flat (epoxy paint in restrooms) 5/8" gypsum board ceiling (1 layer) installed over framing - Exposed structure -- Smooth texture; Paint color: Shoji White SW 7042; Finish: Flat Wilsonart Maple Harvest 9106CS(5) Wilsonart Flint Rock 9207CS Wilsonart Color: Fusion Maple 7909-60, Matte Finish Oshkosh Door Company Color: SWMAP, Finish: Clear Finish - 500 -Re: electrical -Re: detail 01/A1.31 -Paint frame; Paint color: Malabar SW9110 -Re: electrical -- M03 Millwork base Apolic Anodized Clear W04 Epoxy Paint Sherwin Williams Color: Shiitake SW 9173 Cellular core acoustical panel cloud system with perimeter trim CertainTeed Style: Techstyle Canvas, Color: Hard Rock Maple; 658231175 Printed on Canvas, Size: Varies, Installation: Pattern Shown on Drawing S06 3/4" plywood phone board - see floor plan -Paint to match walls S07 Adjustable shelving - 3 shelves -Re: detail 08/A1.31 S08 Hollow metal door -Paint door: Paint color: Malabar SW9110 S09 Wall-mount fire extinguisher -- F05 Lobby Floor Tile Accent Crossville Shades by Crossville; Clay AV245; HON; 12"x24"; Grout: Mapei; Color: Sahara Beige M05 Plastic Laminate Breakroom (Upper)Wilsonart Color: Casual Linen 4944-38 M06 Plastic Laminate Breakroom (Lower)Wilsonart Color: Shadow D96-60 Schluter Schiene edge profile - match tile thickness (satin anodized aluminum finish) Finish face of scheduled wall Wall tile - re: finish schedule Schluter Reno-U edge profile - match tile thickness (satin anodized aluminum finish) Carpet - re: finish schedule Floor tile - re: finish schedule Concrete floor slab - re: structural ADA-compliant Continuous rubber carpet transition strip Concrete finish - re: finish schedule Carpet - re: finish schedule Scheduled door where occurs Concrete floor slab - re: structural 1/ 2 " Scheduled door with sweep Concrete - re: civil 1/2" asphalt impregnated felt expansion joint with colored sealant in top 1/2" Aluminum threshold set in mastic Aluminum frame beyond Entry carpet/carpet 2" stone threshold (black) Floor tile - re: finish scheduleScheduled floor finish Door frame beyond Scheduled door where occurs Concrete floor slab - re: structural Schluter Dilex-AHK cove profile - match tile thickness (satin anodized aluminum finish) Floor tile - re: finish schedule Wall tile - re: finish schedule Face of scheduled wall Re : ma n u f a c t u r e r fo r ro u g h op e n i n g Re: manufacturer for Metal framed partition (re: partition types) w/ 5/8" gypsum board both sides and interior Sealant at perimeter Semi-recessed fire extinguisher cabinet Cabinet door Fire extinguisher Metal framed partition (re: partition types) w/ 5/8" gypsum board both sides and interior Sealant at perimeter Semi-recessed fire extinguisher cabinet Cabinet door Fire extinguisher rough opening 2' - 0 " 4' - 0 " 2'-0" max.6" max. 2X6 stud wood blocking between metal studs at 2'-0" o.c. vertically 3/4" adjustable shelves with low pressure laminate and 1/8" plastic edges (typ) 48" adjustable standards mounted to wood blocking Base Floor line 1' = 1'-0"04 TILE @ TOP EDGE OF WALL TILE 1' = 1'-0"05 TILE TO CARPET 1' = 1'-0"06 CARPET TO CONCRETE 6" = 1'-0"02 TYP. THRESHOLD @ CARPET 6" = 1'-0"03 STONE THRESHOLD DETAIL 1' = 1'-0"07 WALL TILE TO FLOOR TILE 1 1/2"= 1'-0"01 FIRE EXTINGUISHER CABINET 3/4" = 1'-0"08 ADJUSTABLE SHELVING SCALE VARIES 12'-0" (10'-0", 11'-0") NO R T H NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A1.41 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 1ST LEVEL FINISH PLAN GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO 1/4" = 1'-0", 1' = 1'-0" 03.30.21 Project Number: 2052 © 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. PRODUCT COLOR/NOTES FINISH PLAN LEGEND: FLOOR MATERIALS F01 Style: City Walk 03974; Color: Curbside 36108; Product No. 6298180009; Size: Modular; 24” x 24”; Installation Method: Horizontal Ashlar F02 F03 F04 F06 B01 BASE MATERIALS B02 Carpet tile MFR. W01 WALL MATERIALS C01 Walk off carpet tile Restroom Floor Tile Lobby Floor Tile Painted Concrete 4" coved rubber base No base Primed & painted wall surface CEILING MATERIALS Suspended 2'x2' acoustical lay-in tile ceiling SPECIALTIES S01 S02 S03 S04 Electric water cooler with stainless steel backsplash Hollow metal frame Electrical panels/equipment Semi-recessed fire extinguisher cabinet MILLWORK FINISHES M01 M02 M04 Solid Surface Solid Surface Plastic Laminate Tandus Centiva Tandus Centiva Crossville Crossville Sherwin WIlliams S10 Door Stain S05 Millwork ID Style: Assertive Action 04837; Color: Molten 26219; Size: 24” x 24”; Installation: Ashlar Java Joint; Fresh Ground JAV04; UPS; 2”x2” mosaic; Grout: Mapei; Color: Sahara Beige Shades by Crossville; Clay AV245; UPS; 24"x24"; Grout: Mapei; Color: Sahara Beige Color: Tavern Taupe SW7508 Roppe Color: 194 Burnt Umber, Size: 4” Coved With Pre-Molded Inside & Outside Corners -Provide cove trim in lieu of base. Re: detail 07/A1.31. Sherwin Williams Color: Shiitake SW 9173, Finish: Semi-Gloss W02 Primed & painted wall surface (Accent color 01) Sherwin Williams Color: Manor House SW 7505, Finish: Semi- Gloss W03 Primed & painted wall surface (Accent color 02) Sherwin Williams Color: Tavern Taupe SW 7508, Finish: Semi- Gloss W05 Ceramic wall tile -Java Joint; Flat White JAV02; UPS; 12” x 24” Grout: Mapei; Color: Sahara Beige W06 Hardwood Veneer Wall Panels -Stain: Match Door Finish – (Oshkosh Color: SWMAP, Finish: Clear Finish – 500) W07 Ceramic tile Daltile Color: Urban Putty 0161; Wainscot at service sink. Grout: Mapei; Color: Ivory Armstrong Style: Cortega, Color: White, Size: 2’x2’ C02 C03 C04 C05 Suspended 5/8" gypsum board ceiling system (1 layer) Sherwin Williams Smooth texture; Paint color: Shoji White SW 7042, Finish: Flat (epoxy paint in restrooms) 5/8" gypsum board ceiling (1 layer) installed over framing - Exposed structure -- Smooth texture; Paint color: Shoji White SW 7042; Finish: Flat Wilsonart Maple Harvest 9106CS(5) Wilsonart Flint Rock 9207CS Wilsonart Color: Fusion Maple 7909-60, Matte Finish Oshkosh Door Company Color: SWMAP, Finish: Clear Finish - 500 -Re: electrical -Re: detail 01/A1.31 -Paint frame; Paint color: Malabar SW9110 -Re: electrical -- M03 Millwork base Apolic Anodized Clear W04 Epoxy Paint Sherwin Williams Color: Shiitake SW 9173 Cellular core acoustical panel cloud system with perimeter trim CertainTeed Style: Techstyle Canvas, Color: Hard Rock Maple; 658231175 Printed on Canvas, Size: Varies, Installation: Pattern Shown on Drawing S06 3/4" plywood phone board - see floor plan -Paint to match walls S07 Adjustable shelving - 3 shelves -Re: detail 08/A1.31 S08 Hollow metal door -Paint door: Paint color: Malabar SW9110 S09 Wall-mount fire extinguisher -- F05 Lobby Floor Tile Accent Crossville Shades by Crossville; Clay AV245; HON; 12"x24"; Grout: Mapei; Color: Sahara Beige M05 Plastic Laminate Breakroom (Upper)Wilsonart Color: Casual Linen 4944-38 M06 Plastic Laminate Breakroom (Lower)Wilsonart Color: Shadow D96-60 9'- 1 1/2 " ± 10'-2 7/8" 2'-5 7/8" 8' - 8 " ± 11 ' - 4 1/ 2 " ± 160.00° VESTIBULE 100 CONFERENCE 114 MANAGER 111 MECHANICAL 110 OFFICE 113 HALLWAY 112 BREAK ROOM 109 WOMEN 108 MEN 107 CUSTODIAL 105DRIVE-UP TELLERS 104 ELEC./I.T. ROOM 103 WORK ROOM 102 HALLWAY 106 LOBBY 101 F01 F04 F05 F01 F05 F01 F06 F03 F03 F01 F01 F01 F06 F01 F01 F01 W 02 W 02 W 02 F02 PT01 100 : Single finish symbols indicate where finishes are different from general room finishes, or provide additional finish information. FINISH PLAN SYMBOLS: : Change in floor material : Signage label 08.05 Metal threshold 09.20 Metal transition edging at perimeter. Re: detail 05/A1/31 09.21 2" stone threshold (black). Re: detail 03/A1.31 09.22 Vinyl transition strip. Re: detil 06/A1/31 KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A2.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H EXTERIOR ELEVATIONS 3/16" = 1'-0", 1" = 40' 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 11098765432 1ST LEVEL F.F. ±0" 1ST LEVEL F.F. ±0" B.O. TRUSS +13'-0" B.O. TRUSS +13'-0" ROOF PEAK +24'-6 1/2" ROOF PEAK +24'-6 1/2" 07.09 07.08 07.07 07.08 07.08 07.09 07.03 07.02 07.03 07.02 10.05 07.12 07.11 04.03 04.01 03.06 01.01 08.01 08.01 08.01 07.12 07.11 04.03 04.01 32.03 07.13 07.13 04.02 04.02 07.13 07.11 32.02 03.0132.02 11.02 11.0111.1232.01 07.02 07.02 26.09 11.03 07.07 125 H 125 H G 1 2 3 4 5 6 7 8 9 10 02 A8.1 1ST LEVEL F.F. ±0" 1ST LEVEL F.F. ±0" B.O. TRUSS +13'-0" B.O. TRUSS +13'-0" ROOF PEAK +24'-6 1/2" ROOF PEAK +24'-6 1/2" 07.09 07.0807.07 07.08 07.07 07.08 07.08 07.09 07.03 07.02 07.03 07.02 07.03 07.02 06.05 07.12 07.1106.05 10.05 26.0626.06 07.12 07.11 04.03 04.01 03.06 01.01 08.01 08.02 08.01 08.01 07.12 07.11 04.03 04.01 32.03 07.13 07.1307.13 10.06 12 5 125 typ. typ. CAC100 A BA2.1 A A2.1 D A 2 .2CA2.2 01.01 Finish grade - re: Civil 03.01 6” high concrete island – re: 05/SD1.1 03.06 Plaster finish over exposed concrete foundation wall, natural grey (typical) 04.01 Cultured stone veneer. Color by Architect 04.02 Cultured stone veneer column. Color by Architect 04.03 Cultured stone sill. "Uintah Dry Stack Ledgestone" by Harristone. Color by Architect 06.05 Vertical framing between roof and soffit with exterior sheathing and pre-finish metal to match roofing 07.02 Pre-finished rain gutter and downspout, see floor and roof plans. Color to match standing seam roof 07.03 Pre-finished metal fascia. Color to match standing seam roof 07.07 Standing seem metal roof, color to be determined by Architect 07.08 Ridge and hip caps. Ridge caps to be manufacturer's vented cap. Color to match standing metal seam roof. See structural for ventilation slots to be cut in sheathing at ridge 07.09 Snow bars to match roofing color. Attach at each standing seam 07.11 E.I.F.S. Color #1 07.12 E.I.F.S. build-out trim. Color #2 07.13 Control joint in E.I.F.S. (typical) 08.01 Pre-finished aluminum storefront system 08.02 Pre-finished aluminum storefront door system 10.05 Credit Union’s signage to be provided by Owner 10.06 Building address signage to be provided by owner. Verify location with Owner and local jurisdiction authority 11.01 Pneumatic teller VAT by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit and power in drive-thru canopy for blower unit – re: 07/SD1.1 11.02 ATM unit by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit – re: 06/SD1.1 11.03 Drop box by Diebold. Coordinate for required wall opening and installation with banking equipment supplier. Contractor to provide conduits to unit 11.12 Bullet resistant insulated window system and transaction drawer by Diebold. Verify location and size of opening with manufacturer 26.06 Exterior wall mounted light fixture. Build out behind flush to stone face 26.09 Light fixture, re: Electrical 32.01 6” ø pipe bollard, locate 1” beyond face of wall, into curb - re: 04/SD1.1 (painted) 32.02 6” ø pipe bollard - re: 04/SD1.1 (painted) 32.03 Pre-finished metal fence with 3’-0” gate, powder coat color to be determined by Architect, re: 01, 02, 03/SD1.1 3/16" = 1'-0"B SOUTHWEST ELEVATION 3/16" = 1'-0"A NORTHEAST ELEVATION KEYED NOTES: 5 12 NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A2.2 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H EXTERIOR ELEVATIONS 3/16" = 1'-0", 1" = 40' 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. A B C D E F G H J K L 1ST LEVEL F.F. ±0" 1ST LEVEL F.F. ±0" B.O. TRUSS +13'-0" B.O. TRUSS +13'-0" ROOF PEAK +24'-6 1/2" ROOF PEAK +24'-6 1/2" 07.0707.08 07.07 07.08 07.08 07.09 07.03 07.02 07.03 07.02 07.1207.11 07.12 07.11 04.03 04.01 03.06 01.01 08.01 08.0208.01 07.14 07.11 04.03 04.01 32.03 07.13 07.13 26.06 26.07 26.07 26.07 22.06 03.06 07.07 32.02 11.0211.0132.0211.0132.02 03.0103.0132.0103.0404.01 07.09125 A 112 A 110 AB ALKJHGFEDCB 1ST LEVEL F.F. ±0" 1ST LEVEL F.F. ±0" B.O. TRUSS +13'-0" B.O. TRUSS +13'-0" ROOF PEAK +24'-6 1/2" ROOF PEAK +24'-6 1/2" 07.07 07.08 07.07 07.08 07.08 07.09 07.03 07.02 07.03 07.02 07.12 07.11 07.12 07.11 04.03 04.01 03.06 01.01 08.0108.02 08.01 07.14 07.11 04.03 04.01 07.11 26.06 22.0603.06 07.07 32.0211.02 11.01 32.02 11.01 32.0203.01 03.01 32.01 03.04 04.01 07.09 26.08 04.01 10.0507.13 07.13 07.13 07.13 12 5 BD E F BA2.1 A A2.1 D A 2 .2CA2.2 01.01 Finish grade - re: Civil 03.01 6” high concrete island – re: 05/SD1.1 03.04 4” thick concrete mechanical equipment pad on 4” base - re: Civil 03.06 Plaster finish over exposed concrete foundation wall, natural grey (typical) 04.01 Cultured stone veneer. Color by Architect 04.03 Cultured stone sill. "Uintah Dry Stack Ledgestone" by Harristone. Color by Architect 07.02 Pre-finished rain gutter and downspout, see floor and roof plans. Color to match standing seam roof 07.03 Pre-finished metal fascia. Color to match standing seam roof 07.07 Standing seem metal roof, color to be determined by Architect 07.08 Ridge and hip caps. Ridge caps to be manufacturer's vented cap. Color to match standing metal seam roof. See structural for ventilation slots to be cut in sheathing at ridge 07.09 Snow bars to match roofing color. Attach at each standing seam 07.11 E.I.F.S. Color #1 07.12 E.I.F.S. build-out trim. Color #2 07.13 Control joint in E.I.F.S. (typical) 07.14 E.I.F.S. build-out trim (see keyed note 10) continues at drive-through canopy (hidden in this elevation by roof eave) except at column bump-outs 08.01 Pre-finished aluminum storefront system 08.02 Pre-finished aluminum storefront door system 10.05 Credit Union’s signage to be provided by Owner 11.01 Pneumatic teller VAT by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit and power in drive-thru canopy for blower unit – re: 07/SD1.1 11.02 ATM unit by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit – re: 06/SD1.1 22.06 Gas meter - re: Plumbing. Provide 4" thick pad beneath 26.06 Exterior wall mounted light fixture. Build out behind flush to stone face 26.07 Red and green lane light locations centered in lane, re: Electrical 26.08 Electrical CT can, disconnect and meter 32.01 6” ø pipe bollard, locate 1” beyond face of wall, into curb - re: 04/SD1.1 (painted) 32.02 6” ø pipe bollard - re: 04/SD1.1 (painted) 32.03 Pre-finished metal fence with 3’-0” gate, powder coat color to be determined by Architect, re: 01, 02, 03/SD1.1 3/16" = 1'-0"D NORTHWEST ELEVATION 3/16" = 1'-0"C SOUTHEAST ELEVATION KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A3.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H BUILDING SECTIONS 3/16" = 1'-0", 1" = 40' 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. L K J H G F E D C B A 03 A4.2 04 A4.2 04 A1.12 05 A8.1±0" 1ST LEVEL F.F. ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS +13'-0" B.O. TRUSS +24'-6 1/2" ROOF PEAK +24'-6 1/2" ROOF PEAK 07.07 07.08 07.03 07.05 04.01 03.06 01.01 06.07 07.11 04.02 26.06 09.03 03.0332.02 11.02 11.01 11.01 06.06 07.13 07.13 06.04 07.06 09.03 09.04 06.06 06.07 09.03 07.07125 typ LOBBY 101 DRIVE-UP TELLERS 104 VEST. 101 03.01 03.01 1 2 3 4 5 6 7 8 9 10 01 A4.1 02 A9.11 06 A9.11 ±0" 1ST LEVEL F.F. ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS +13'-0" B.O. TRUSS +24'-6 1/2" ROOF PEAK +24'-6 1/2" ROOF PEAK 07.08 07.03 07.05 32.03 01.01 07.11 04.02 07.06 09.03 09.04 09.03 07.07 04.01 03.03 06.07 11.10 03.03 22.01 06.0607.0807.07 06.01 SIM. 12 5 LOBBY 101 MECHANICAL 110 MANAGER 111 04 A1.12 01 A3.1 01 A3.1 02 A3.1 02 A3.1 01.01 Finish grade - re: Civil 03.01 6” high concrete island – re: 05/SD1.1 03.03 4” concrete floor slab over 6” gravel and vapor barrier 03.06 Plaster finish over exposed concrete foundation wall, natural grey (typical) 04.01 Cultured stone veneer. Color by Architect 04.02 Cultured stone veneer column. Color by Architect 06.01 3/4" hardwood veneer panel system - finish to match doors 06.04 Draft stop of wall sheathing within attic above exterior wall to separate attic above drive-thru from main building attic. Seal around penetrations 06.06 Pre-manufactured roof truss - re: structural 06.07 Millwork - re: enlarged plan and details 07.03 Pre-finished metal fascia. Color to match standing seam roof 07.05 Pre-finished flush panel metal soffit 07.06 Faced batt insulation. Support with wire or cord 07.07 Standing seem metal roof, color to be determined by Architect 07.08 Ridge and hip caps. Ridge caps to be manufacturer's vented cap. Color to match standing metal seam roof 07.11 E.I.F.S. Color #1 07.13 Control joint in E.I.F.S. (typical) 09.03 Suspended ceiling system as scheduled 09.04 Suspended cloud system 11.01 Pneumatic teller VAT by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit and power in drive-thru canopy for blower unit – re: 07/SD1.1 11.02 ATM unit by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide underground conduits to unit – re: 06/SD1.1 11.10 Video monitor by Owner. Provide blocking in wall for mounting bracket - re: 01/A1.2 22.01 Electric water cooler, Hi/Low unit, with stainless steel surround (beyond) - re: Plumbing 26.06 Exterior wall mounted light fixture. Build out behind flush to stone face 32.02 6” ø pipe bollard - re: 04/SD1.1 (painted) 32.03 Pre-finished metal fence with 3’-0” gate, color to be determined by Architect, re: 01, 02, 03/SD1.1 3/16" = 1'-0"01 BUILDING SECTION 01 3/16" = 1'-0"02 BUILDING SECTION 02 KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A4.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H WALL SECTIONS AND DETAILS 1/2" = 1'-0", 1" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 04 A8.1 06 A8.1 05 A4.1 ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS 10'-0"T.O. STONE VENEER 3'-6"Pre-manufactured roof truss Standing seam metal roofing with snow bar Roof sheathing Truss blocking Continuous soffit vent Pre-finished 1" flush panel soffit system EIFS Manufactured stone veneer on reinforced setting bed and scratch coat 1 1/2" rigid insulation Fluid-applied air barrier on exterior wall sheathing 2x6 studs at 16" o.c. with faced batt insulation 5/8" gypsum board Scheduled base Finish grade Dampproofing Reinforced concrete foundation and footing - re: structural 2" rigid insulation See structural for footing depth 1/2" soffit sheathing (typ.) 2x6 blocking as required 06 A8.1 06 A4.1 ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS 3'-6" 10'-0"T.O. STONE VENEER Pre-manufactured roof truss Standing seam metal roofing with snow bar Roof sheathing Truss blocking Continuous soffit vent Pre-finished 1" flush panel soffit system EIFS 5/8" gypsum board Aluminum storefront 1" chamfer edge Finish grade Dampproofing Reinforced concrete foundation and footing - re: structural 1/2" soffit sheathing (typ.) Header re: structural See structural for footing depth 06 A8.1 07 A4.1 ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS 3'-6" 10'-0"T.O. STONE VENEER Pre-manufactured roof truss Standing seam metal roofing with snow bar Roof sheathing Continuous soffit vent Pre-finished 1" flush panel soffit system EIFS 5/8" gypsum board Aluminum storefront 1" chamfer edge Finish grade Dampproofing Reinforced concrete foundation and footing - re: structural 1/2" soffit sheathing (typ.) 6" metal stud and kicker - re: structural Steel beam - re: structural 2" rigid insulation See structural for footing depth 04 A8.1 05 A4.1 06 A8.1 ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS 10'-0"T.O. STONE VENEER 5'-6" Dampproofing Reinforced concrete foundation and footing - re: structural Pre-manufactured roof truss Standing seam metal roofing with snow bar Roof sheathing Trussed blocking Continuous soffit vent Pre-finished 1" flush panel soffit system EIFS Manufactured stone veneer on reinforced setting bed and scratch coat 1 1/2" rigid insulation Fluid-applied air barrier on exterior wall sheathing 2x6 studs at 16" o.c. with faced batt insulation 2x6 blocking as required 5/8" gypsum board Scheduled base Finish grade 2" rigid insulation See structural for footing depth 1/2" soffit sheathing (typ.) 5" 10'-0"T.O. STONE VENEER 1/2"4 1/2"5 1/2" Truss blocking 1" pre-finished flush panel metal soffit Pre-finished metal flashing Support angle Manufactured stone veneer system Face of foundation Pre-manufactured roof truss Scheduled wall 1 1/2" rigid insulation EIFS trim - accent color 1/2" soffit sheathing (typ.)13'-0" B.O. TRUSS Fluid applied weather barrier EIFS on 2" insulation board Sealant and backer rod Soffit framing with 5/8" gypsum board 5/8" gypsum board extended to bottom of trusses Grid line 2 1/4" 6" 2" Pre-manufactured roof truss EIFS trim-accent color Scheduled wall 5/8" gypsum board extend to bottom of trusses Soffit framing with 5/8" gypsum board Caulk Grid line Truss blocking 1" pre-finished flush panel metal soffit Fluid applied weather barrier on wall sheathing EIFS on 2" insulation board Membrane flashing Pre-finished metal flashing 1/2" soffit sheathing (typ.) 13'-0" B.O. TRUSS Header-re: structural 5" 2" 10'-0"T.O. OPENING 2x blocking-re: structural. Notch top corners for ventilation Steel beam-re: structural Pre-manufactured roof truss 6" metal stud framing at curved wall-re: structural Faced batt insulation Wall sheathing Soffit framing with 5/8" gypsum board Caulk Aluminum storefront (curved-see plan) EIFS trim-accent color EIFS beyond EIFS on 2" insulation board Fluid applied weather barrier Sealant and backer rod Pre -finished metal flashing 1/2" soffit sheathing (typical) 6" metal stud kicker - re: structural 5/8" gypsum board extended to bottom of trusses 1/2" = 1'-0"01 WALL SECTION 01 1/2" = 1'-0"02 WALL SECTION 02 1/2" = 1'-0"03 WALL SECTION 03 1/2" = 1'-0"04 WALL SECTION 04 1" = 1'-0"05 WALL DETAIL 1" = 1'-0"06 WALL DETAIL 1" = 1'-0"07 WALL DETAIL 2 2 2 3B NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A4.2 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H WALL SECTIONS AND DETAILS 1/2" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 06 A8.1 ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS 3' - 1 1/ 2 " tr u s s ht . at gr i d l i n e Ventilated ridge cap 2x8 outlookers - re: structural Pre-manufactured roof truss Standing seam metal roof with snow bar Roof sheathing 2x4 soffit framing at 24" o.c. EIFS on 2" rigid insulation 2x6 studs at 16" o.c. with faced batt insulation Faced batt insulation - support with wire or cord Trussed blocking - re: structural 1/2" soffit sheathing (typ.) 12 5 sim. EIFS beyond Header - re: sturctural Manufactured stone sill Manufactured stone veneer on reinforced setting bed and scratch coat (beyond) Aluminum storefront Suspended gypsum board ceiling Aluminum storefront (beyond) 5/8" gypsum board (beyond), painted 4" concrete floor slab on 6" gravel and vapor retarder 1" chamfered edge at storefront system Finish grade Dampproofing Reinforced concrete foundation and footing - re: structural Scheduled base VESTIBULE 100 06 A8.1 ±0" 1ST LEVEL F.F. +13'-0" B.O. TRUSS 12 5 sim. Ventilated ridge cap Standing seam metal roof with snow bar Pre-manufactured roof truss Roof sheathing Truss blocking - re: structural 2x4 soffit framing at 24" o.c. Rain gutter Continuous soffit vent 1" flush panel soffit system EIFS on 2" rigid insulation 2x8 stud framing with wall sheathing EIFS on 2" rigid insulation Steel beam - re: structural Pre-finished 1" flush panel soffit system Concrete paving on road base - re: Civil Asphalt paving on road base - re: Civil 1/2" soffit sheathing (typ.) 2x6 blocking Downspout Manufactured stone veneer on column beyond 13'-0"B.O. TRUSS 10'-0"T.O. STONE VENEER 4'-4 3/8" 3 5/8"7 3/8" L 2x8 outlookers 2x4 soffit framing at 24" o.c. 1" flush panel soffit system EIFS on 2" rigid insulation 2X4 framing at 16" o.c. Pre-manufactured roof truss (typ) 1" pre-finished flush panel soffit Exterior wall sheathing 1/2" soffit sheathing (typ.) Pre-finished metal flashing EIFS beyond at top of stone veneer 3'-6" 13'-0"B.O. TRUSS 10'-0"T.O. STONE VENEER AB 2x8 outlookers 2x4 soffit framing at 24" o.c. 1/2" soffit sheathing (typ.) EIFS beyond EIFS on 2" rigid insulation Scheduled wall Faced batt insulation - support with wire or cord Header - re: Structural Pre-finished metal flashing Aluminum storefront Manufactured stone veneer beyond Pre-manufactured roof truss Steel beam - re: Structural Aluminum storefront Suspended gypsum board ceiling 1" flush panel soffit system 1/2" = 1'-0"01 WALL SECTION 05 1/2" = 1'-0"02 WALL SECTION 06 1/2" = 1'-0"03 WALL DETAIL 1/2" = 1'-0"04 WALL DETAIL 4 5 645 NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A5.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H ENLARGED PLAN AND ELEVATIONS 1/4" = 1'-0", 3/8" = 1'-0", 1' = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. RA-01 RA-02 RA-03 RA-04 RA-05 RA-06 RA-07 RA-08 RA-09 DESIGNATION DESCRIPTION MOUNTING MISCELLANEOUS Grab bar (36")Surface Provide solid blocking in wall; Contractor furnished, contractor installed Grab bar (42") Owner furnished, owner installed Vertical grab bar (18") Toilet tissue dispenser Mirror (24" x 36") Owner furnished, owner installed Soap dispenser Sanitary napkin disposal RESTROOM ACCESSORIES SCHEDULE Towel dispenser Provide solid blocking in wall; Contractor furnished, contractor installed Provide solid blocking in wall; Contractor furnished, contractor installed Surface Surface Surface Surface Surface Surface Surface Utility shelf/mop holder Surface 30" length; Contractor furnished, contractor installed Re: elevations for dimensions; Contractor furnished, contractor installed Owner furnished, owner installed Owner furnished, owner installed GENERAL MILLWORK NOTES: A. Provide base at all cabinet toe spaces, unless otherwise noted. B. All countertops shall have a 4" backsplash, unless otherwise noted, to match finish on countertop, on back and sidewalls. C. Provide filler panels to seal sides and tops of all cabinets placed at an angle to adjacent wall(s). D. All millwork with exposed ends shall have 3/4" finished end panels - typical. E. Contractor shall provide blocking behind all cabinets, t.v. brackets, screens, as well as all wall mounted accessories, including toilet accessories, etc. Only 2x wood blocking is acceptable behind millwork. Re: 01/A1.2. F. All cabinet interiors concealed from view by cabinet doors shall be covered in melamine laminate as per specifications. All cabinet interiors open to view shall be covered in the laminate or veneer utilized on the exterior of the cabinet. TYPICAL MILLWORK DETAILS: 1. Base Cabinet Plan Detail - Re: 01/A6.2 2. Typical Millwork Anchoring Detail - Re: 02/A6.2 3. Countertop at drive-up tellers - re: 03/A6.2 4. Typical Toe Kick Detail - Re: 04/A6.2 8. Typical Base Cabinet With Drawer/Door Detail - Re: 05/A6.2 11. Typical Base Cabinet With Sink Detail - Re: 06/A6.2 12. Typical Upper Cabinet Section Detail - Re: 07/A6.2 109 A 107 A 108 A 104 A 105 A 103 A 3'-2"1'-11" 3' - 7 " fi n i s h 1' - 6 " fi n i s h 6"clear 3' - 7 " fi n i s h 1' - 6 " fi n i s h 1'-6"min.1'-6"min. 06.03 26.03 26.02 06.03 11.04 11.03 06.08 06.08 06.13 06.13 06.08 11.10 11.10 09.2209.22 05.02 22.01 10.07 10.0709.21 09.2106.08 BREAK ROOM 109 WOMEN 108 MEN 107 CUSTODIAL 105DRIVE-UP TELLERS 104 ELEC./I.T. ROOM 103 WORK ROOM 102 HALLWAY 106 03 04 A5.1 02 A5.1 09 10 08 A5.1 01A5.1 14A5.1 06 0705A5.1 12 11 13 A5.1 10 A 6 .1 10 A6.1 11.05 22.07 06.09 RA-02 RA-01 RA-05 RA-07 RA-06 RA-04 RA-03 22.08 RA-09 RA-02 RA-01 RA-05 RA-07 RA-06 RA-04 RA-03 11.14 06.08 11.15 RA-08 26.09 09.06 09.23 09.11 09.10 RA-07 6' - 0 " 26.09 09.06 09.23 09.11 09.10 RA-04 RA-08 RA-02 RA-037' - 0 " 26.09 09.06 09.23 09.11 09.10 RA-03 RA-01 RA-04 RA-05 RA-07 RA-06 7' - 0 " 26.09 09.06 09.23 09.11 09.10 RA-03 CL RA-01 RA-04 RA-05 RA-07 RA-06 26.09 09.06 09.23 09.11 09.10 RA-07 6' - 0 " 09.06 09.23 09.11 09.10 26.09 RA-03 RA-02 RA-04 05 A6.2 07 A6.2 2' - 1 0 " 1' - 8 " 2' - 6 " 3'-3" 3'-3" 09.06 06.08 09.08 Filler panel 4' - 0 " 4'-0" 2' - 1 0 " 6" 5' - 0 " 3" 09.06 09.08 05.02 22.01 09.06 09.08 10.0710.07 05 A6.2 07 A6.2 EQ.EQ.EQ.EQ.EQ. 2'-8"2'-8"2'-8" 3' - 4 " 1' - 8 " 2' - 6 " 09.0609.06 06.08 typ typ 09.08 11.04 03 A6.2 07 A9.11 09.06 09.08 05.01 11.05 11.03 09.06 06.08 05.01 09.08 4' - 0 " 4'-0" RA-09 09.06 09.08 22.07 09.24 4' - 0 " 4'-0" 22.08 09.24 22.07 RA-09 09.06 06.09 09.08 09.06 06.09 09.08 07 A6.2 05 A6.2 06 A6.2 3'-2"EQ.EQ.EQ. 2' - 1 0 " 1' - 8 " 2' - 6 " 1' - 0 " 09.06 06.08 11.15 09.08 11.14 typ typ 05.01 Steel angle supports, paint. Coordinate location with Diebold shop drawings for banking equipment 05.02 48” x 48” stainless steel backsplash, adhered to gypsum board. Radius top corner 1" 06.03 3/4” plywood phone/data board (8' high x full width of two walls), set bottom edge 6" above floor, painted to match wall color 06.08 Solid surface countertop, edge and splash. Provide plastic wire grommets as shown 06.09 12” adjustable shelving - re: 11/A1.31 06.13 2 3/8" dia. plastic wire grommet with cover 09.06 5/8” gypsum board, paint (epoxy paint in restrooms and custodial) 09.08 Scheduled wall base - re: finish schedule 09.10 Metal cove at wall/floor tile transition - re: 07/A1.31 09.11 Ceramic wall tile over glass mat tile backer board. Tile pattern as shown, on all four walls 09.21 2" stone threshold. Re: detail 03/A1.31 09.22 Rubber transition strip. Re: detil 06/A1.31 09.23 Metal edge at top of ceramic tile - re: 04/A1.31 09.24 6"x6" ceramic wall tile over glass mat backer board. Use bull-nosed tile at exposed edges 10.07 Restroom signage - re: specification 11.03 Drop box by Diebold. Coordinate for required wall opening and installation with banking equipment supplier. Contractor to provide conduits to unit 11.04 Un-encased safe by Diebold. Coordinate installation with banking equipment supplier. Contractor to provide conduits to unit 11.05 Transaction drawer by Diebold. Coordinate installation with banking equipment supplier 11.10 Video monitor by Owner. Provide blocking in wall for mounting bracket - re: 01/A1.2 11.14 Refrigerator (N.I.C.) 11.15 Microwave oven (N.I.C.) 22.01 Electric water cooler, Hi/Low unit, with stainless steel surround (beyond) - re: Plumbing 22.07 Service sink - re: plumbing 22.08 Water heater - re: plumbing 26.02 Electrical panel 26.03 Server rack - re: Electrical 26.09 Light fixture, re: Electrical 3/8" = 1'-0"A PARTIAL ENLARGED PLAN 1/4" = 1'-0"13 WOMEN 108 1/4" = 1'-0"12 WOMEN 108 1/4" = 1'-0"11 WOMEN 108 1/4" = 1'-0"08 MEN 107 1/4" = 1'-0"10 MEN 107 1/4" = 1'-0"09 MEN 107 1/4" = 1'-0"01 Work Room 107 1/4" = 1'-0"02 Hallway 102 1/4" = 1'-0"04 Drive-Up Tellers 104 1/4" = 1'-0"03 Drive-Up Tellers 104 1/4" = 1'-0"05 Custodial 105 1/4" = 1'-0"06 Custodial 105 1/4" = 1'-0"07 Custodial 105 1/4" = 1'-0"14 Break Room 109 KEYED NOTES: NO.DATE DESCRIPTION NO R T H TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A6.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H MILLWORK DETAILS 3/8" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 01 A6.3 3' - 6 " 6" 1' - 0 " 5'-6 7/8" 06.17 06.08 06.16 06.01 06.15 01 A6.3 4' - 0 " 1' - 0 " 5'-6 7/8" 06.17 06.08 06.01 06.15 11.13 3' - 5 3/ 8 " 06.08 11.13 3' - 5 3/ 8 " 1'-2 3/8"2'-6 5/8" 06.08 11.13 11.13 06.08 06.14 06.01 06.15 06.08 06.10 06.16 02 A6.3 03 A6.3 1'-6"1'-6" 06.08 11.13 06.01 06.10 2' - 6 " 3' - 6 " 2'-8 1/4" 06.08 06.01 06.10 06.15 3' - 5 3/ 8 " 3'-2 1/8"8 7/8" 06.08 11.13 04 A6.3 3'-3 1/4" 3'-7" 3" 6" 3' - 6 " 06.17 06.08 11.13 06.01 11.13 06.15 02A6.1 01 A 6 .1 03 A6.1 1 ' - 1 0 1 / 2 " 10" R 4'- 3 1/4 " 04A6.1 05 A6.1 06 A6.1 3' - 1 1 1/ 8 " 2'-0 1/8" 3' - 9 " 3'-10 1/4" 4' - 6 " 07 A6.1 09 A6.1 08 A6.1 1'-4 3/4" 1' - 2 " R 3'-4" R 8'-10" R 2'-0" R 1 ' - 0 " R 2'-3" R 1'-9" R 1'-3 " 08 A6.2 10 A6.2 10 A6.2 09 A6.2 11 A6.2 4" 2' - 7 " 2' - 7 " 2' - 7 " EQ.4'-0" 11.10 06.16 06.01 06.01 3/4" hardwood veneer panel system - finish to match doors 06.08 Solid surface countertop, edge and splash. Provide plastic wire grommets as shown 06.10 Brushed Aluminum 6" diameter table leg 06.14 1 1/2" anodized aluminum reveal 06.15 Anodized aluminum base 06.16 3/4" anodized aluminum channel (typical) 06.17 1/4" tempered glass with frosted face, Metalux 11.10 Video monitor by Owner. Provide blocking in wall for mounting bracket - re: 01/A1.2 11.13 Banking equipment by Diebold (NIC) - coordinate w/ banking equipment supplier 3/8" = 1'-0"01 ECR MILLWORK 3/8" = 1'-0"02 ECR MILLWORK 3/8" = 1'-0"04 ILT MACHINE 3/8" = 1'-0"05 ILT MACHINE 3/8" = 1'-0"08 ILT PODIUM MILLWORK 3/8" = 1'-0"07 ILT PODIUM MILLWORK 3/8" = 1'-0"09 ILT PODIUM MILLWORK 3/8" = 1'-0"06 ILT MACHINE 3/8" = 1'-0"03 ECR MILLWORK 3/8" = 1'-0"A ENLARGED PLAN @ ECR 3/8" = 1'-0"B ENLARGED PLAN @ ILT MACHINE 3/8" = 1'-0"C ENLARGED PLAN @ PODIUM 3/8" = 1'-0"10 INTERIOR WALL ELEVATION KEYED NOTES: Note: One as shown and one reversed Note: One as shown Note: One as shown Note: One as shown and one reversed NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A6.2 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H MILLWORK DETAILS 1 1/2"= 1'-0", 3/4" = 1'-0", 6" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 1 1/2" Min.1/8"7/8" 1x4 hanging cleat Melamine over 1/4" thick hardboard back - dado into bottom and sides Adjustable shelves below Casework body with melamine interior surface Scheduled partition - re: partition types Toe kick below Plastic laminate trim panel 2x blocking as required Flush plastic laminate door with 3/4" substrate Provide plastic laminate end panel @ exposed end - match face color 2" Max. 1x4 hanging cleat - typ. Screws as per AWS requirements - provide decorative hole plugs General Contractor: Verify 2x6 wood blocking @ wood stud walls General Contractor: Verify 2x6 wood blocking @ wood stud walls Wall to be primed behind cabinet - typ. Cont. color compatible sealant Wall cabinet Base cabinet OR 2 1/2" 4" Edge banding - typ. 2x base w/ cripplers @ 24" o.c. - typ. Toe kick 3/4" OSB scribed to floor w/ scheduled base - cover in plastic laminate where no base is scheduled. Continuous across all ganged cabinets. Shim 2x blocking for gaps. If greater than 1/2" General Contractor shall apply cementitious leveling compounds as approved by Architect. Align 1'-11 3/4" 1 1/ 2 " 3' - 4 " 4" 4" Solid surface backsplash Solid surface countertop over 3/4" substrate - re: interior elevations for material L 2"x2"x1/4" steel angle shaped as shown. Grind exposed edges smooth, paint. Wood stud framed partition - re: partition types Elec/data grommet shall be located at rear of countertop as indicated. Field locate and cut as directed by Owner. Continuous sealant @ wall - typ. Lag bolt to studLag bolt to studLag bolt to stud 4" Re : in t e r i o r el e v a t i o n s 4" Ty p . Va r i e s 1/ 8 " 6" 1/ 4 " 1 1/ 2 " 2'-0" 3"3" 2 1/2" Scheduled partition type Millwork body with melamine interior surfaces Wall to be primed behind cabinet Bore holes every 1 1/4" o.c. Melamine over 1/4" thick hardboard back - dado into bottom and sides 1x4 hanging cleat 2x wood base w/ cripplers @ 24" o.c. Flush plastic laminate drawer face with adjusting mechanism Continuous sealant Coved backsplash - material to match countertop Drawer box with hardboard bottom Adjustable shelf with melamine on all surfaces Countertop over 3/4" substrate - re: interior elevations for material Drawer pull Flush plastic laminate door over 3/4" substrate Door pull Coved rubber base. Adhere to gypsum board Note: Re: interior elevations for plastic laminate colors 4" Re : in t e r i o r el e v a t i o n s 4" Ty p . Va r i e s 1/ 8 " 6" 1/ 4 " 1 1/ 2 " 2'-0" 2 1/2" Scheduled partition type Millwork body with melamine interior surfaces Wall to be primed behind cabinet Melamine over 1/4" thick hardboard back - dado into bottom and sides 1x4 hanging cleat 2x wood base w/ cripplers @ 24" o.c. Flush plastic laminate false drawer face with adjusting mechanism Continuous sealant Coved backsplash - material to match countertop Sink - re: plumbing Countertop over 3/4" substrate - re: interior elevations for material Flush plastic laminate door over 3/4" substrate Door pull Coved rubber base. Adhere to gypsum board Note: Re: interior elevations for plastic laminate colors Re : in t e r i o r el e v a t i o n s 3"3" 1'-1 3/4" Flush plastic laminate door over 3/4" substrate Door pull Scheduled partition type Millwork body with melamine interior surfaces Wall to be primed behind cabinet Bore holes every 1 1/4" o.c. Melamine over 1/4" thick hardboard back - dado into bottom and sides 1x4 hanging cleat Scheduled wall surface Adjustable shelf with melaine on all surfaces Note: Re: interior elevations for plastic laminate colors Scheduled ceiling system 5/8" gypsum board - provide primed finish behind veneer panels 3/4" hardwood veneer panel - stain Scheduled partition - re: partition types 3/ 4 " 5/8" gypsum board - provide primed finish behind veneer panels Scheduled partition - re: partition types 3/4" hardwood veneer panel with hardwood edges - stain Anodized aluminum channel. Adhere aluminum to substrate 2x blocking as required at panel edges 5/8" gypsum board - provide primed finish behind veneer panels Scheduled partition - re: partition types 3/4" hardwood veneer panel - stain PVC edge band to match veneer 4" Concrete floor slab w/ scheduled finish 4" coved rubber base. Adhere to gypsum board 5/8" gypsum board - provide primed finish behind veneer panels Scheduled partition - re: partition types 3/4" hardwood veneer panel with hardwood edges - stain 1 1/2"= 1'-0"01 BASE CABINET PLAN DETAIL 3/4" = 1'-0"02 TYP. MILLWORK ANCHOR DETAIL 6" = 1'-0"04 TYP. TOE KICK DETAIL 1 1/2"= 1'-0"03 COUNTER AT DRIVE-THRU 1 1/2"= 1'-0"05 BASE CABINET W/ DRAWER-DOOR 1 1/2"= 1'-0"06 BASE CABINET W/ SINK 1 1/2"= 1'-0"07 UPPER CABINET SECTION 6" = 1'-0"08 PANEL DETAIL @ CEILING 6" = 1'-0"09 PANEL DETAIL @ REVEAL 6" = 1'-0"10 PANEL DETAIL @ EDGE 6" = 1'-0"11 PANEL DETAIL @ BASE SCALE VARIES NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A6.3 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H MILLWORK DETAILS 1 1/2"= 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 4" 3/ 4 " 1' - 0 " 3/ 4 " 1' - 0 " 3/ 4 " 11 3/ 4 " 3' - 6 " 3/4" 3 1/2" 3' - 6 " 3/4" 3/4"3/4" 3 1/2"3 1/2" Varies 2'-3 1/4"3/4" 2' - 0 3/ 4 " 7 1/ 2 " 5 3/ 4 " 2 1/2" Varies 3/4" hardwood veneer panels - stain 2x4 wood framing @ 16" o.c. 3/4" hardwood veneer panels - stain 3/4" hardwood veneer panels - stain 3/4" hardwood veneer panels - stain Solid surface countertop over 3/4" substrate 1x4 framing - typ. Melamine over 1/4" thick hardboard back - dado into bottom and sides 2x4 wood framing @ 16" o.c. 3/4" flush hardwood veneer door - stain Door pull 16 gauge (.064") anodized aluminum wall base. Shop adhere aluminum to mdf substrate (typ.) 16 gauge (.064") anodized aluminum channel. Shop adhere aluminum to mdf substrate (typical for all reveals) Apron case drawer cash tray kit (by others) 3/4" hardwood veneer panels - stain 12"x12" access opening in back for cable connection to banking equipment with sping-loaded removable plastic panel Stub conduits to this area - re: Electrical 4" 1' - 1 1 1/ 4 " 1/ 4 " 6" 1/ 4 " 6 3/ 4 " 1/ 4 " 1 1/ 2 " 4" EQ . 3/ 4 " EQ . 3/ 4 " EQ . 1 1/ 2 " 10 1/ 2 " 1 1/ 2 " 3' - 6 " Varies 3/4" 2 1/2" 3/4" 3/4" flush hardwood veneer drawer front - stain (typical) Solid surface countertop over 3/4" substrate Drawer pull 3/4" flush hardwood veneer door - stain Door pull 16 gauge (.064") anodized aluminum wall base. Shop adhere aluminum to mdf substrate 2x6 wood base ripped as req'd. 3/4" hardwood veneer panels - stain Melamine over 1/4" thick hardboard back - dado into bottom and sides Millwork body with melamine interior surfaces 2x6 wood framing @ 16" o.c. 1x4 hanging cleat 16 gauge (.064") anodized aluminum reveal. Shop adhere aluminum to mdf substrate (typical for all reveals) 16 gauge (.064") anodized aluminum wall base. Shop adhere aluminum to mdf substrate Airspace (varies) Drawer pull Stub conduits to this area - re: Electrical 4" 1' - 1 1 1/ 4 " 1/ 4 " 1' - 1 1/ 8 " 1 1/ 2 " 4" EQ . 3/ 4 " EQ . 3/ 4 " EQ . 1 1/ 2 " 10 1/ 2 " 1 1/ 2 " 3' - 6 " Varies Varies 1'-9"3/4"3/4" 2 1/2" Door pull Drawer pull Solid surface countertop over 3/4" substrate 16 gauge (.064") anodized aluminum wall base. Shop adhere aluminum to mdf substrate 2x6 wood base ripped as req'd. 3/4" hardwood veneer panels - stain Melamine over 1/4" thick hardboard back - dado into bottom and sides Millwork body with melamine interior surfaces 2x6 wood framing @ 16" o.c. 1x4 hanging cleat 16 gauge (.064") anodized aluminum reveal. Shop adhere aluminum to mdf substrate (typical for all reveals) 16 gauge (.064") anodized aluminum wall base. Shop adhere aluminum to mdf substrate Apron case drawer cash tray kit (by others) 3/4" hardwood veneer panel (typ.) 3/4" hardwood veneer drawer front - stain (typical) 3/4" hardwood veneer door - stain Air space (varies) Verify required opening with banking equipment supplier 12"x12" access opening in back for cable connection to banking equipment with sping-loaded removable plastic panel Stub conduits to this area - re: Electrical 3' - 6 " 6" 1' - 0 " 3/4"3 1/2"3/4"1'-5 1/2"1 1/2"1'-5 3/8"1 1/2"1'-6 1/4"3 1/2"3/4" 5'-5 3/8" 3" 1' - 3 " 2x4 wood framing @ 16" o.c. 3/4" hardwood veneer panels - stain 3/4" hardwood veneer panels - stain 2x4 wood framing @ 16" o.c. Solid surface countertop over 3/4" substrate 1x4 framing - typ. Banking equipment 3/4" hardwood veneer panels w/hardwood edging at all exposed surfaces- stain (2) 1/4" tempered glass with frosted face, matelux 1/2" hardwood veneer panels - stain 12"x12" access opening in back for cable connection to banking equipment. Provide a white, plastic, spring- loaded, removabel access panel over opening 12"x12" access opening in back for cable connection to banking equipment. Provide a white, plastic, spring- loaded, removabel access panel over opening 1 1/2"= 1'-0"01 MILLWORK SECTION @ ECR 1 1/2"= 1'-0"03 PODIUM SECTION 1 1/2"= 1'-0"02 PODIUM SECTION 1 1/2"= 1'-0"04 MILLWORK SECTION @ ECR NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A8.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H MISCELLANEOUS DETAILS 1 1/2"= 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 5 1/2"4 1/2"1/2" 2 1 / 4 " 1 / 2 " 7" Scheduled wall 5/8" gypsum board Face of foundation wall Wall sheathing Fluid-applied air barrier Manufactured stone veneer on reinforced setting bed and scratch coat Steel column - re: structural 1 1/2" rigid insulation Face of foundation below Aluminum storefront Edge of slab below with 1" chamfer. Trowel exposed top smooth Manufactured stone veneer corner unit 7 C Wall sheathing - re: structural Color compatible sealant and backer rod both sides 1/2"4 1/2"5 1/2" 5 1/ 2 " 2 1/ 4 " 2 1/ 4 " 4 3/8" 5/8" gypsum board Face of foundation wall below Fluid applied air barrier on wall sheathing 1 1/2" rigid insulation Manufactured stone veneer on reinforced setting bed and scratch coat Color compatible sealant and backer rod both sides Aluminum storefront Edge of slab below with 1" chamfer-trowel exposed top smooth 5/8" gypsum board D 7 Scheduled wall 1/ 2 " ± 4 1/ 2 " 5 1/ 2 " 2 1/4"2 1/4" 5/8" gypsum board Fluid applied air barrier on wall sheathing 1 1/2" rigid insulation Manufactured stone veneer on reinforced setting bed and scratch coat Color compatible sealant and backer rod both sides Aluminum storefront Edge of slab below with 1" chamfer. Trowel exposed top smooth Face of foundation wall below F 2 Scheduled wall 2' - 0 " 1/ 2 " 1' - 1 1 " 1/ 2 " 1/ 2 " 4 1/ 2 " 2 1/4" F 1 1/2"4 1/2"6" Face of studEdge of slab below with 1" chamfer. Trowel exposed top smooth Aluminum storefront Hardwood stool below Color compatible sealant and backer rod both sides Wall sheathing 5/8" gypsum board Fluid-applied air barrier Scheduled wall 1 1/2" rigid insulation Manufactured stone veneer on reinforced setting bed and scratch coat 2x6 (full height) Face of foundation Face of foundation 1/ 2 " 4 1/ 2 " 2 3/ 4 " 2 3/ 4 " 2 1/4" 2 1/4" 2 3/4" 2 3/4" Wall sheathing - re: structural 2x6 stud wall with batt insulation Fluid-applied air barrier on wall sheathing 5/8" gypsum board B 4 Face of foundation wall 1 1/2" rigid insulation Manufactured stone veneer on reinforced setting bed and scratch coat Steel column - re: structural 5/8" gypsum board Color compatible sealant and backer rod both sides Edge of slab below with 1" chamfer. Trowel exposed top smooth Mud-in type metal edge, backer rod and color compatible sealant Aluminum storefront Plywood spacer as required 2x6 stud framing Aluminum storefront 2'-0" 4 1/2"4"10"4 1/2" 1/2"8 1/2"1'-2 1/2"1/2" 4 1/ 2 " 4" 10 " 4 1/ 2 " 1/ 2 " 8 1/ 2 " 1' - 2 1/ 2 " 1/ 2 " 2' - 0 " 2 1/4"2 1/4" 2 1/ 4 " 2 3/4" Edge of slab below with 1" chamfer. Trowel exposed top smooth 1 1/2" rigid insulation Face of foundation wall, below Aluminum storefront Color compatible sealant and backer rod both sides 5/8" gypsum board Color compatible sealant and backer rod both sides A 4 2 3/ 4 " 2x6 framing with batt insulation 2x4 framing (full height) Steel column - re: structural Aluminum storefront Wall sheathing Manufactured stone veneer on reinforced setting bed and scratch coat Fluid applied air barrier on wall sheathing Face of foundation below 3/8"3/8"2" 11 " 113'-0"B.O. TRUSS Continuous 1 1/2" x 7 1/4" versa-lam Pre-finished metal fascia Continuous 1 1/2" x 11 7/8" versa-lam Gutter - re: 01/A1.21 Pre-finished metal drip edge Ice and water shield secondary roof underlayment Primary roof underlayment Standing seam metal roof Continuous 2" soffit vent with insect screen 1/2" soffit sheathing (typ.) 1" pre-finished flush panel metal soffit 2x6 blocking 4 1/2"5 1/2" 5" +/- 100'-0"Finished Floor 2" rigid insulation Underslab vapor barrier Concrete floor slab Scheduled wall base 5/8" gypsum board Scheduled wall Curb - re: civil Dampproofing Metal flashing Fluid applied weather barrier 1 1/2" rigid insulation Grid line Membrane flashing 4 1/2"5 1/2" 5" +/- 100'-0"Finished Floor 2" rigid insulation Underslab vapor barrier Concrete floor slab Scheduled wall base 5/8" gypsum board Scheduled wall Finished grade Dampproofing Metal flashing Fluid applied weather barrier 1 1/2" rigid insulation Grid line 1/2" expansion joint Light fixture as specified Sealant both sides (2) 3/4" thick plywood sheets behind light fixture. Cover face and sides of build out with clear anodized pre- finished sheet metal and seal seams Manufactured stone veneer system 1/2" wall sheathing on 2x3 framing behind the light fixture. Attach framing to wall framing with A-35 framing anchors each side T.O. Stone Veneer110'-0"T.O. Stone Veneer110'-0" 8" 7 1/4"fixture width 2' - 3 " 2' - 2 3/ 4 " fi x t u r e he i g h t 03A8.1 Provide wood build- out flush to face of manufactured stone veneer to match fixture outline. Cover face and sides of build-out with clear anodized pre-finished sheet metal and seal seams. Verify fixture dimensions with shop drawings T.O. Fixture 109'-0" 2' - 1 " 1/ 2 " 1' - 0 " 1' - 0 " 1/ 2 " 1/2"1'-0"1'-0"1/2" 2'-1" 9"9" 2x framing Fluid-applied air barrier on exterior wall sheathing Manufactured stone veneer system on reinforcing setting bed and scratch coat Steel column - re: structural Face of foundation (typical) L 6 1 1/2"= 1'-0"12 PLAN DETAIL/CURVED 1 1/2"= 1'-0"11 PLAN DETAIL/STOREFRONT JAMB 1 1/2"= 1'-0"10 PLAN DETAIL/STOREFRONT JAMB 1 1/2"= 1'-0"09 PLAN DETAIL/STOREFRONT JAMB 1 1/2"= 1'-0"08 PLAN DETAIL/STOREFRONT JAMB 1 1/2"= 1'-0"07 PLAN DETAIL/STOREFRONT JAMB 1 1/2"= 1'-0"06 TYPICAL FASCIA DETAIL 1 1/2"= 1'-0"05 FOUNDATION DETAIL AT DRIVE-UP 1 1/2"= 1'-0"04 TYPICAL FOUNDATION DETAIL 1 1/2"= 1'-0"03 SCONCE PLAN/SECTION 1 1/2"= 1'-0"02 SCONCE ELEVATION 1 1/2"= 1'-0"01 COLUMN DETAIL NO R T H NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A9.1 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 DOOR SCHEDULE & WINDOW ELEVATIONS GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO 1' = 1'-0", 1/4" = 1'-0" 03.30.21 Project Number: 2052 © 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. A B C D E MARK DESCRIPTION 1" thick insulated glass, low-e solarban 60 1" thick insulated glass, low-e solarban 60, tempered both lites GLAZING TYPE LEGEND 1/4" tempered glass 1/4" float glass 1/4" tempered glass, matelux (at millwork) DOOR & FRAME NOTES: 1. Material and system abbreviations: WD = Wood AL = Aluminum HM = Hollow Metal 2. See specifications for hardware group definition. 3. All hollow metal frames that are located at an exterior wall shall be 16 ga. construction and galvanized. 4. All hollow metal doors that are located at an exterior wall shall be 14 ga. construction, insulated and galvanized. 5. Rough opening dimensions are given for reference - refer to window details for jamb and sill conditions. Overall dimensions are to be field verified. 6. General Contractor to coordinate work between the door installer and security system installer. 7. Paint all hollow metal frames. 8. Provide 3 beads of sealant at the head and jambs and 2 beads of sealant at the sill of all exterior aluminum frames. A B C D E F K L M N G H P J 06 A9.11 09 A9.11 03 A4.1 12 A8.1 07 A8.1 08 A8.1 02 A9.11 10 A9.11 02 A9.11 02 A9.11 10 A9.11 10 A8.1 09 A8.1 02 A9.11 02 A9.11 10 A9.11 10 A8.1 10 A9.11 07 A9.11 03 A9.11 02 A9.11 06 A9.11 02 A9.12 04 A9.12 05 A9.12 01 A9.12 01 A9.12 03 A9.12 05 A9.12 10 A9.11 02 A9.11 04 A4.2 07 A8.1 10 A8.1 04 A4.2 03 A9.12 01 A9.12 05 A9.12 03 A9.11 12 A9.11 7 '-10 " 1 '-8 " 10 ' - 0 " 2" 2" 2" 2"6 equal segments - curvedsee floor plan 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"EQ.2"EQ.2" 5'-7" 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"1'-10"2"3'-8"2" 6'-0" 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"EQ.2"EQ.2"EQ.2" 12'-0" 2' - 1 0 " 2" 5' - 0 " 2" 1' - 8 " 2" 7' - 2 " 10 ' - 0 " 2"EQ.2"EQ.2"EQ.2" 8'-0" 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"3'-8"2" 4'-0" 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"3'-0"2"EQ.2"EQ.2"EQ.2" 12'-7 1/8" 8' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"3'-0"2" 3'-4" 10 ' - 0 " 4 1/ 2 " 2' - 5 1/ 2 " 2" 5' - 0 " 2" 1' - 8 " 2" 2"EQ.2"6'-0"2"EQ.2" 8'-7" 10 ' - 0 " 4 1/ 2 " 2' - 5 1/ 2 " 2" 5' - 0 " 2" 1' - 8 " 2" 2"EQ.2"6'-0"2"EQ.2" 10'-2" 3' - 4 " 2" 2' - 8 3/ 8 " 2" 6' - 4 3/ 8 " 8' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 8'-4 1/2" 2"3'-8"2" 4'-0" 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"EQ.2"EQ.2"EQ.4 1/2" 10'-4" 2" 2' - 8 " 2" 5' - 0 " 2" 1' - 8 " 2" 10 ' - 0 " 2"3'-0"2"EQ.2"EQ.2" 9'-8 3/8" 08.01 08.03 A A A A A A B B B B B B A A B B B B B A A B AA B B B A A A A A A A A A A A A A A A A D C C D C C D C C C C C C D D C D D D A A B B A B B A C D D C D D C C D D C D D C 08.01 08.01 08.01 08.01 08.01 08.01 08.01 08.01 08.0108.0108.01 08.01 (2 Locations) (2 Locations) door door doors doors Window by Diebold (coordinate r.o. requirements)(2 Locations) sim.sim. (One as shown and one reversed) door see sched. se e sc h e d . see sched. se e sc h e d . 11 " see sched. se e sc h e d . 2"2" 2" see sched. 10 " 6" se e sc h e d . 6" 6" see sched. se e sc h e d . see sched. 10 " 6" se e sc h e d . 6" 6" 6" 6"6" see sched. 43 " se e sc h e d . 6" 6"6" 10 " D D B D08.04 (Solid core wood door)(Solid core wood door) DOOR TYPE 'A'DOOR TYPE 'B' (Hollow metal door frame) FRAME TYPE 'HM1' (Aluminum storefront door) DOOR TYPE 'D' (Hollow metal door) DOOR TYPE 'F' (Aluminum storefront door) DOOR TYPE 'E' (Solid core wood door) DOOR TYPE 'C' DOOR SCHEDULE NO. 100 100 103 104 105 107 108 109 110 111 112 113 114 ID A B A A A A A A A A A A A ROOM NAME VESTIBULE VESTIBULE ELEC./I.T. ROOM DRIVE-UP TELLERS CUSTODIAL MEN WOMEN BREAK ROOM MECHANICAL MANAGER HALLWAY OFFICE CONFERENCE DOOR WIDTH x HEIGHT 6'-0"×8'-0" 6'-0"×8'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×8'-0" 3'-0"×8'-0" 3'-0"×8'-0" 3'-0"×8'-0" THICK. 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" TYPE D E A C A A A A F B D B B CONST. AL AL WD WD WD WD WD WD HM WD AL WD WD FINISH CLEAR ANODIZED CLEAR ANODIZED STAIN STAIN STAIN STAIN STAIN STAIN PAINT STAIN CLEAR ANODIZED STAIN STAIN GLASS B D - D - - - - - D B D D RATING - - - - - - - - - - - - - FRAME WIDTH 4 1/2" 4 1/2" 5 7/8" 5 7/8" 5 7/8" 5 7/8" 5 7/8" 5 7/8" 7 1/8" 4 1/2" 4 1/2" 4 1/2" 4 1/2" TYPE M N HM1 HM1 HM1 HM1 HM1 HM1 HM1 K L K P CONST. AL AL HM HM HM HM HM HM HM AL AL AL AL FINISH CLEAR ANODIZED CLEAR ANODIZED PAINT PAINT PAINT PAINT PAINT PAINT PAINT CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED DETAILS HEAD 04/A4.2 04/A4.2 04/A9.11 04/A9.11 04/A9.11 04/A9.11 04/A9.11 04/A9.11 01/A9.11 - - - - JAMB 07/A8.1 08/A8.1 08/A9.11 08/A9.11 08/A9.11 08/A9.11 08/A9.11 08/A9.11 05/A9.11 04/A9.12 10/A9.11 12/A9.11 12/A9.11 SILL 08/A9.12 08/A9.12 06/A1.31 - 06/A1.31 03/A1.31 03/A1.31 - 06/A9.12 - 8/A9.12 - - HDWR. AL2 AL3 8 8 2 4 4 5 9 6 AL1 6 6 REMARKS - Sill detail similar Provide 12" x 12" door grille - - - - Use floor stop - - - 08.01 Pre-finished aluminum storefront system 08.03 Corner storefront frame member where occurs at Manager 111 - re: 04/A9.12 08.04 12" X 12" door grille at door 103A only KEYED NOTES: NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A9.11 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H OPENING DETAILS 3" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. se e sc h e d . 5/8"2" 1 1/2" rigid insulation Manufactured stone veneer system Scheduled door Insulation blankets Wall sheathing Wood stud framed partition - re: partition types Gypsum board - paint Fluid applied weather barrier 2x4 spacer at head and jambs Continuous sealant (both sides) Framing anchor as per manufacturer (2) studs at jamb Hollow metal frame - paint (and insulate) see sched. 5/ 8 " 2" 1 1/2" rigid insulation Manufactured stone veneer system Pre-finished metal flashing Scheduled door Insulation blankets Wall sheathing Wood stud framed partition - re: partition types Wood header - re: structural Continuous sealant (both sides) Fluid applied weather barrier 2x4 spacer at head and jambs Hollow metal frame - paint (and insulate) se e sc h e d . 2"5/8" Gypsum board (Tile backer board @ tile) - paint Continuous sealant (both sides) Hollow metal door frame (paint) Scheduled door Frame anchor as per manufacturer Sound attenuation blankets where occurs (2) 18 gauge studs tabbed together - typ. @ jambs Steel stud framed partition - re: partition types see sched. 5/ 8 " 2" Gypsum board - paint Steel framed box lintel as per opening size Continuous sealant (both sides) Hollow metal frame - paint Scheduled door Steel stud framed partition - re: partition types Sound attenuation blankets where occurs 2" typ. Sound attenuation blankets where occurs (2) 18 gauge studs tabbed together - typ. @ all wall intersections Steel stud framed partition - re: partition types Reduce this dimension where required to meet handicap clearances noted on drawings B 10'-0"T.O. STONE VENEER EIFS on 2" rigid insulation Pre-finished metal flashing Insulation blankets Wall sheathing Wood stud framed partition - re: partition types Header varies by location - re: structural Fluid applied weather barrier Manufactured stone veneer and sill cap beyond Suspended gypsum board ceiling (acoustic lay-in panels where occurs) Sealant and backer rod Storefront head5/8" gypsum board - paint Backer rod and sealant Manufactured stone veneer beyond 2 1/ 4 " 1 1/2" rigid insulation Fluid applied weather barrier Wall sheathing See structural for studs at jambs Storefront jamb at finish Backer rod and sealant (both sides) 5/8" gypsum board - paint Wood stud framed partition - re: partition types Manufactured stone veneer corner unit Manufactured stone veneer system Grid line Scheduled wall centered on mullion 5/8" gypsum board, both sides Mud-in type metal edge, backer rod and sealant, both sides 7 1/4" wide extruded aluminum plate by storefront supplier. Finish to match storefront. Aluminum storefront 7 1 5/8"5"1 5/8" 2 3/4" Aluminum frame Steel stud Aluminum frame Steel stud Scheduled door Scheduled door 5/8" gypsum board - painted Metal J-mold (mud-in type) Steel stud framed partition - re: partition types Metal J-mold (mud-in type) Structural steel column - re: structrual Metal J-mold (mud-in) Metal J-mold (mud-in) 4 1/2" Note: Gypsum board at sill of winow H 3/4" x 2 1/2" hdwd. apron Scheduled storefront Pre-finished metal sill flashing 2x6 3/4" X 5 1/2" hdwd. window stool Backer rod and color compatible sealant (both sides) 2x4, treated Manufactured stone veneer sill Manufactured stone veneer system 1 1/2" rigid insulation Fluid applied weather barrier Header - re: structural 5/8" gypsum board 1 1/2" rigid insulation Pre-finished metal flashing Backer rod and color solulable sealant Wood stud framed partition - re: partition types Teller window by Diebold Manufactured stone veneer system Fluid applied weather barrier K Continuous sealant Wood stud framed partition - re: partition types Teller window by Diebold 2x4, treated Solid surface 3/4" substrate Steel angle, see 03/A6.1 - paint Pre-finished metal flashing Manufactured stone veneer system 1 1/2" rigid insulation Fluid applied weather barrier 3" = 1'-0"05 JAMB DETAIL 3" = 1'-0"01 HEAD DETAIL 3" = 1'-0"08 JAMB DETAIL 3" = 1'-0"04 HEAD DETAIL 3" = 1'-0"11 CORNER JAMB DETAIL 3" = 1'-0"02 HEAD DETAIL 3" = 1'-0"10 JAMB DETAIL 3" = 1'-0"09 WALL TO STOREFRONT DETAIL 3" = 1'-0"12 JAMB DETAIL 3" = 1'-0"06 SILL DETAIL 3" = 1'-0"03 HEAD/JAMB DETAIL @ TELLER WNDW 3" = 1'-0"07 SILL DETAIL @ TELLER WNDW NO.DATE DESCRIPTION TONY K. PANTONE LICENSEDARCHITECTNO. AR 984269 STATE OF IDAHO A9.12 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 BI M c l o u d : BI M P C 23 - BI M c l o u d Ba s i c fo r AR C H I C A D 23 /20 5 2 GO L D E N W E S T CR E D I T UN I O N RE X B U R G BR A N C H OPENING DETAILS 3" = 1'-0", 6" = 1'-0", 1" = 1'-0" 03.30.21 Project Number: 2052 GOLDENWEST CREDIT UNION REXBURG IDAHO BRANCH YELLOWSTONE HIGHWAY AND UNIVERSITY BOULEVARDREXBURG, IDAHO© 2021 Bott Pantone Architects. Drawings, written materials and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent. 4 1/2" (1) layer 5/8" gypsum board Aluminum storefront Steel framed box lintel as per opening size Scheduled wall type Window anchor system shim and anchor as per storefront manuf. - anchors @ 18" o.c. and 6" both sides of vert. mullions min. Metal stud soffit framing at 24" o.c. 10'-0" Color compatible sealant and backer rod both sides Acoustical panel ceiling system 5/8" gypsum board 4 1/ 2 " Aluminum storefront Mud-in type metal edge 5/8" plywood spacer 5/8" gypsum board color compatible sealant and backer rod both sides Scheduled wall type 4 1/ 2 " 4 1/2" Scheduled door Aluminum storefront corner Scheduled glass4 1/ 2 " Scheduled wall type 5/8" gypsum board Sealant & backer rod both sides Aluminum storefront 4 1/2" Aluminum storefront Scheduled floor finish Concrete floor slab Arc weld (3) places for each auxiliary reinforcement Auxiliary hinge reinforcement Plaster guard Standard hinge reinforcement Double rabbet metal door frame Installation Note: Provide requried stretchers, braces, plywood door blank, and/or other to assure door frame remains plumb and square without twists, bends, or bowing during installation. Note: 1. This condition occurs at all hollow metal door frames. 2. Reinforcement required at top and bottom hinges. 1/ 2 " Scheduled door with sweep Concrete landing - re: Civil 1/2" asphalt impregnated felt expansion joint with colored sealant in top 1/2" Aluminum threshold set in mastic Aluminum frame beyond Entry carpet/carpet 2 1/2" stone threshold (black) Floor tile - re: finish scheduleScheduled floor finish Door frame beyond Scheduled door where occurs Concrete floor slab - re: structural 1/ 2 " Scheduled floor finish - re: finish schedule Scheduled door with sweep Concrete landing - re: Civil 1/2" asphalt impregnated felt expansion joint with colored sealant in top 1/2" Aluminum threshold set in mastic Door frame beyond 3" = 1'-0"01 HEAD DETAIL 3" = 1'-0"02 JAMB DETAIL 3" = 1'-0"04 JAMB DETAIL 3" = 1'-0"03 JAMB DETAIL 3" = 1'-0"05 SILL DETAIL 1" = 1'-0"09 TYP. H.M. FRAME DETAIL 6" = 1'-0"08 TYP. THRESHOLD @ CARPET 6" = 1'-0"07 STONE THRESHOLD 6" = 1'-0"06 TYP. EXTERIOR THRESHOLD SCALE VARIES STRUCTURAL NOTES : A. GENERAL 1. THE STRUCTURAL NOTES ARE INTENDED TO COMPLEMENT THE PROJECT SPECIFICATIONS WHICH ARE PART OF THE CONSTRUCTION DOCUMENTS. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL GOVERN OVER THE STRUCTURAL NOTES AND TYPICAL DETAILS. 2. THESE DRAWINGS (AND, WHERE APPLICABLE, ACCOMPANYING WRITTEN SPECIFICATIONS) ARE THE ONLY CONTRACT DOCUMENTS PROVIDED BY ARW ENGINEERS FOR THE PROJECT REPRESENTED HEREIN.NOTHING IN ANY DIGITAL MODEL OR DIGITAL FILE RELATED TO THIS PROJECT SHALL BE TAKEN TO SUPERSEDE ANY INFORMATION SHOWN IN THESE DRAWINGS (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, SIZES, ETC). 3. THE ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. THE STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO AND MUST BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND OTHER CONSULTANTS DRAWINGS. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE OF CONFLICT, FOLLOW THE MOST STRINGENT REQUIREMENT AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 4. SEE SPECIFICATIONS FOR REQUIRED SUBMITTALS. SUBMITTALS SHALL BE MADE IN A TIMELY MANNER AS INDICATED IN SPECIFICATIONS. REVIEW OF SUBMITTALS BY ARW ENGINEERS IS FOR GENERAL COMPLIANCE ONLY AND IS NOT INTENDED AS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SIZES, DIMENSIONS, AND ELEVATIONS ON SUBMITTALS AS RELATED TO DESIGN DOCUMENTS. PREPARATION OF SHOP DRAWINGS FOR STRUCTURAL ELEMENTS WILL REQUIRE INFORMATION (I.E. DIMENSIONS, ETC.) FOUND IN THE ARCHITECTURAL, STRUCTURAL, AND OTHER CONSULTANTS DRAWINGS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION OF ANY AFFECTED ELEMENTS. 6. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL LOCATIONS AND SIZES OF MECHANICAL EQUIPMENT OR OTHER EQUIPMENT BEFORE FABRICATING AND ERECTING STRUCTURAL ELEMENTS. SIZES AND LOCATIONS THAT DIFFER FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT. 7. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE ARCHITECT FOR ARCHITECT AND/OR ENGINEER APPROVAL BEFORE PROCEEDING WITH ANY CHANGES, MODIFICATIONS, OR SUBSTITUTIONS. 8. OBSERVATION VISITS TO THE SITE BY ARW ENGINEERS FIELD REPRESENTATIVES SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 9. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS AS NOTED IN THESE DOCUMENTS. 10. TYPICAL OR SIMILAR DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN. TYPICAL OR SIMILAR DETAILS REFER TO THE CONDITION ADDRESSED AND ARE NOT NECESSARILY DETAILS LABELED “TYPICAL”OR “SIMILAR”IN THE PLANS AND DOCUMENTS. 11. DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM; HOWEVER CONTRACTOR/SUPPLIERS SHOULD NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 12. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS UNTIL THE ENTIRE STRUCTURAL SYSTEM IS COMPLETED. DESIGN OF ALL SHORING AND BRACING IS BY OTHERS AT NO ADDITIONAL COST TO THE OWNER. 13. ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTIVITIES UNDER CONTROL OF THE CONTRACTOR SUCH AS CONSTRUCTION SITE SAFETY, MEANS, METHODS AND SEQUENCING OF CONSTRUCTION. ENGINEER SHALL NOT BE RESPONSIBLE FOR FABRICATION, ERECTION AND CONSTRUCTION REQUIREMENTS AS PRESCRIBED BY OSHA OR OTHER REGULATORY AGENCIES REGARDLESS OF INDICATIONS IN THESE DOCUMENTS. 14. NOTICE OF COPYRIGHT: THESE STRUCTURAL DRAWINGS ARE HEREBY COPYRIGHTED BY ARW ENGINEERS, ALL RIGHTS RESERVED. THESE DOCUMENTS DEFINE A STRUCTURE AND ARE INSTRUMENTS OF SERVICE, FOR ONE USE ONLY. REPRODUCTION AND DISTRIBUTION OF THESE DRAWINGS IS ONLY ALLOWED AS REQUIRED FOR REGULATORY AGENCIES AND FOR CONVEYANCE OF INFORMATION TO PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. THESE DOCUMENTS SHALL NOT BE REPRODUCED OR COPIED, IN PART OR WHOLE BY ANY PARTY FOR USE IN PREPARATION OF SHOP DRAWINGS OR OTHER SUBMITTALS. 15. WHERE THE WORD "SHALL" OCCURS IN THESE DRAWINGS AND ANY ACCOMPANYING SPECIFICATIONS, IT IS CONSIDERED A MANDATORY OBLIGATION AND SYNONYMOUS WITH THE PHRASE "HAS DUTY TO". B. STATEMENT OF SPECIAL INSPECTIONS AND SPECIAL INSPECTIONS 1. THE DESIGNATED SEISMIC/WIND SYSTEMS AND SEISMIC/WIND-FORCE-RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC SECTION 1705.11 AND 1705.12 ARE IDENTIFIED ON THESE DOCUMENTS WITH A CIRCLE “L”. ALL OTHER ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED IN THE SPECIAL INSPECTION SCHEDULE ON SHEET S0.4 AND S0.5. 2. SPECIAL INSPECTIONS AND TESTING ARE TO BE PROVIDED AS REQUIRED BY IBC SECTIONS 1704 THROUGH 1705 AND OTHER APPLICABLE SECTIONS OF THE IBC. THE TYPE AND FREQUENCY OF TESTING AND SPECIAL INSPECTIONS SHALL BE AS NOTED IN THE SPECIAL INSPECTION SCHEDULE, JOB SPECIFICATIONS, AND ACCORDANCE WITH IBC SECTION 110 AND CHAPTER 17. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH REQUIRED INSPECTIONS. 3. ALL TESTING AND SPECIAL INSPECTION SHALL BE PROVIDED BY A QUALIFIED INDEPENDENT SPECIAL INSPECTION AGENCY IN ACCORDANCE WITH IBC 1704 AND AS OUTLINED IN THE JOB SPECIFICATIONS. REPORTS OF FINDINGS OR DISCREPANCIES SHALL BE NOTED AND FORWARDED TO THE CONTRACTOR, ARCHITECT, ENGINEERS, AND BUILDING OFFICIAL IN A TIMELY MANNER. 4. STRUCTURAL OBSERVATION VISITS SHALL BE PERFORMED BY A REPRESENTATIVE FROM ARW ENGINEERS IN ACCORDANCE WITH THE CONTRACT AS NEEDED TO OBSERVE THE CONSTRUCTION OF CRITICAL BUILDING ELEMENTS (I.E. FOOTINGS, BRACED FRAMES, MOMENT FRAMES, DRAG STRUTS AND THEIR CONNECTIONS, COLLECTORS, AND ROOF AND FLOOR DIAPHRAGMS). STRUCTURAL OBSERVATION REPORTS FOR EACH VISIT SHALL BE SENT DIRECTLY TO THE ARCHITECT FOR DISTRIBUTION TO THE CONTRACTOR AND BUILDING OFFICIAL. STRUCTURAL OBSERVATION VISITS SHALL NEITHER BE CONSTRUED AS SPECIAL INSPECTION NOR APPROVAL OF COMPLETED CONSTRUCTION. 5. IN ACCORDANCE WITH IBC 1704.4, THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR’S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER. THE STATEMENT SHALL BE SUBMITTED PRIOR TO THE CONSTRUCTION OF ANY SEISMIC/WIND-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC/WIND SYSTEM, OR COMPONENT IDENTIFIED IN THESE DOCUMENTS WITH A CIRCLE “L”. C. BASIS OF DESIGN 1. GOVERNING BUILDING CODE :INTERNATIONAL BUILDING CODE (IBC) 2018 RISK CATEGORY : II 2. ROOF LOADS a. FLAT-ROOF SNOW LOAD, Pf : 35 PSF AT BUILDING, 42 PSF AT DRIVE THROUGH CANOPY 1. GROUND SNOW LOAD, Pg : 50 PSF 2. SNOW EXPOSURE FACTOR, Ce : 1.0 3. SNOW LOAD IMPORTANCE FACTOR, Is : 1.0 4. THERMAL FACTOR, Ct : 1.0 AT BUILDING; 1.2 AT DRIVE THROUGH CANOPY 5. SLOPE FACTOR, CS : 1.0 6. SNOW DRIFT : SHOWN ON PLANS WHERE APPLICABLE. b. LIVE LOAD = 20 PSF c. DEAD LOAD = 15 PSF 3. WIND DESIGN a. BASIC WIND SPEED (3 SECOND GUST) : 105 MPH b. ALLOWABLE STRESS DESIGN WIND SPEED, VASD : 82 MPH c. WIND EXPOSURE : C d. INTERNAL PRESSURE COEFFICIENT, GCPI : +/-0.18 e. COMPONENT AND CLADDING DESIGN WIND PRESSURE SHALL BE AS REQUIRED PER ASCE 7-16. 4. SEISMIC DESIGN : a. SEISMIC IMPORTANCE FACTOR, IE : 1.0 b. SITE CLASS : D c. MAPPED SPECTRAL RESPONSE ACCELERATIONS : SS = 0.363 , S1 = 0.141 d. SPECTRAL RESPONSE COEFFICIENTS : SDS = 0.365 , SD1 = 0.219 e. SEISMIC DESIGN CATEGORY : D f. BASIC SEISMIC-FORCE-RESISTING SYSTEM : WOOD SHEAR WALLS; STEEL SPECIAL CANTILEVERED COLUMNS g. DESIGN BASE SHEAR : V = 0.056 x Wt AT WOOD SHEAR WALLS , V = 0.146 x Wt AT CANTILEVERED COLUMNS h. SEISMIC RESPONSE COEFFICIENT, CS : 0.056 AT SHEAR WALLS; CS : 0.146 AT CANTILEVERED COLUMNS i. RESPONSE MODIFICATION FACTOR, R : 6.5; 2.5 j. ANALYSIS PROCEDURE : ELF D. FOUNDATION 1. GENERAL a. DESIGN SOIL PRESSURE : 2000 PSF b. SOILS REPORT BY : ATLAS TECHNICAL CONSULTANTS REPORT # : E200242g DATED : JANUARY 15, 2021 c. SOIL PREPARATION UNDER FOUNDATIONS AND SLABS-ON-GRADE SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. d. TOP OF FOOTING ELEVATIONS SHOWN ON THE FOOTING AND FOUNDATION PLAN ARE BASED ON PRELIMINARY GRADING INFORMATION AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. STEPS WHERE SHOWN ARE AT APPROXIMATE LOCATIONS. ACTUAL STEP LOCATIONS SHALL BE AT THE CONTRACTOR’S DISCRETION BASED UPON FIELD CONDITIONS. ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 36 INCHES BELOW LOWEST ADJACENT FINAL GRADE. e. ALL WALLS (EXCEPT CANTILEVERED RETAINING WALLS) SHALL BE ADEQUATELY BRACED AGAINST LATERAL MOVEMENT PRIOR TO BACKFILLING. DESIGN AND ERECTION OF BRACING/SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. BRACING SHALL REMAIN IN PLACE UNTIL SUPPORTING STRUCTURAL ELEMENTS ARE IN PLACE AND HAVE ATTAINED FULL STRENGTH. f. UNLESS NOTED OTHERWISE, ALL FOOTINGS AT COLUMNS SHALL BE CENTERED BELOW COLUMNS. g. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL HAVE VERTICAL FACES FORMED WITH STANDARD FORMING MATERIALS (WOOD, METAL, ETC.). WITH PRIOR APPROVAL OF ARCHITECT AND ENGINEER, CONCRETE FOR FOOTINGS CAN BE PLACED IN EXCAVATED SOIL “FORMS”PROVIDED THAT THE DIMENSIONS ARE INCREASED 3”ON ALL SIDE. E. CONCRETE 1. ALL CONCRETE MIX DESIGNS SHALL COMPLY WITH THE PROJECT SPECIFICATIONS AND THE REQUIREMENTS LISTED BELOW : a. FOOTINGS, GRADE BEAMS, FOUNDATION WALLS (EXPOSURE CATEGORY S3) : 1. 28 DAY COMPRESSIVE STRENGTH :4500 PSI 2. MAXIMUM W/C RATIO :0.45 3. MAXIMUM AGGREGATE SIZE :1” 4. AIR CONTENT :4.5% +/-1.5% b. INTERIOR SLABS ON GRADE (EXPOSURE CATEGORY F0) WITH 6" OR MORE OF ROAD BASE BELOW SLAB : 1. 28 DAY COMPRESSIVE STRENGTH :3000 PSI c. INTERIOR WITH LESS THAN 6" OF ROAD BASE BELOW OR EXTERIOR SLABS (DOCKS, ETC.) (EXPOSURE CATEGORY S3) : 1. 28 DAY COMPRESSIVE STRENGTH :4500 PSI 2. MAXIMUM W/C RATIO :0.45 3. MAXIMUM AGGREGATE SIZE :1” 4. MINIMUM AIR CONTENT :4.5% +/-1.5% 2. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 3. NO PIPES, DUCTS, SLEEVES, ETC. SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO ALUMINUM PRODUCTS SHALL BE EMBEDDED IN CONCRETE. PENETRATIONS THRU STRUCTURAL CONCRETE ELEMENTS MUST BE APPROVED BY THE ENGINEER AND SHALL BE BUILT INTO THE ELEMENT PRIOR TO CONCRETE PLACEMENT. 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, ETC. TO BE CAST IN TO CONCRETE, AND FOR EXTENT AND LOCATION OF DEPRESSIONS, CURBS, RAMPS, ETC. 5. UNLESS NOTED OTHERWISE, MINIMUM REINFORCING IN ALL CONCRETE FOUNDATION WALLS SHALL BE AS FOLLOWS: TOP & THICKNESS BOTTOM BARS VERTICAL HORIZONTAL 6”(1) #5 #4 AT 18”O.C.#4 AT 16”O.C. 8”(2) #5 #4 AT 18”O.C.#4 AT 12”O.C. 10”(2) #5 #4 AT 12”O.C.#5 AT 12”O.C. 12”(2) #5 #4 AT 18”O.C. EA FACE #4 AT 16”O.C. EA FACE 6. UNLESS NOTED OTHERWISE, CONCRETE SLABS ON EARTH SHALL BE REINFORCED AS FOLLOWS: 4” THICK UNREINFORCED. 7. UNLESS NOTED OTHERWISE, FOR NON-DETAILED OPENINGS IN CONCRETE WALLS LARGER THAN 12” AND SMALLER THAN 24”IN ANY DIRECTION ADD (2) #5 BARS ON ALL SIDES IN ADDITION TO REGULAR WALL REINFORCING AND EXTEND 24”EACH WAY BEYOND OPENING. IF 24”IS NOT AVAILABLE ON EVERY SIDE, NOTIFY STRUCTURAL ENGINEER FOR FURTHER DIRECTION. OPENINGS SHALL HAVE A MINIMUM OF 12" OF CONCRETE ABOVE THE OPENING, TYP. 8. CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE MADE AND LOCATED SO AS TO NOT IMPAIR THE STRENGTH OF THE STRUCTURE AND AS APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE 2 X 4 (SHAPED) KEYWAY IN ALL VERTICAL AND HORIZONTAL JOINTS UNLESS NOTED OR DETAILED OTHERWISE. ALL STEEL REINFORCING SHALL BE CONTINUOUS THROUGH COLD JOINTS UNLESS NOTED OTHERWISE. SEE TYPICAL DETAILS FOR COLD/CONSTRUCTION JOINTS FOR SLABS ON GRADE. 9. WHERE NEW CONCRETE IS PLACED AGAINST PREVIOUSLY HARDENED CONCRETE, THE JOINT SHALL BE CLEAN AND FREE OF LAITANCE. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE PREWETTED AND STANDING WATER REMOVED. F. ANCHOR BOLTS/EMBEDDED BOLTS 1. ALL ANCHOR BOLTS SHALL HAVE ASTM A-563 HEAVY HEX NUT AND ASTM F-436 WASHERS AT STANDARD OR OVERSIZED HOLES PER AISC SPECIFICATION TABLE J3.3. WHERE HOLE SIZES DO NOT COMPLY WITH THE LIMITATIONS FOR OVERSIZED HOLES THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO DETERMINE STEEL PLATE WASHER REQUIREMENTS. ANCHOR BOLTS SHALL COMPLY WITH THE FOLLOWING : a. AT WOOD STUD WALLS -ASTM A-307 GRADE HEADED BOLTS. ANCHOR BOLTS IN TREATED LUMBER SHALL BE GALVANIZED OR STAINLESS STEEL. SEE TIMBER NOTES FOR MORE INFORMATION. b. AT ALL OTHER ANCHOR BOLTS (UNLESS NOTED OTHERWISE) -ASTM F1554 GRADE 36 HEADED BOLTS. (ASTM A36 THREADED ROD MAY BE USED WITH DOUBLE NUT AND WASHER.) 2. EMBEDDED BOLTS IN MASONRY SHALL BE (UNLESS NOTED OTHERWISE) ASTM A-307 GRADE HEADED BOLTS. 3. SEE TYPICAL ANCHOR BOLT DETAIL FOR DEFINITIONS OF EMBEDMENT LENGTH, ETC. 4. FURNISH TEMPLATES AND OTHER DEVICES AS NECESSARY FOR PRESETTING ALL BOLTS PRIOR TO PLACING CONCRETE AND/OR GROUT. 5. IF THREADED RODS ARE USED AS PERMITTED ABOVE, THEY SHALL BE CLEAR OF SOIL AND DIRT. 6. WHERE REQUIRED FOR ERECTION, HOLES LARGER THAN OVERSIZED MAY BE PERMITTED WITH THE USE OF STEEL PLATE WASHERS AT THE DISCRETION OF THE STRUCTURAL ENGINEER. G. ADHESIVE/MECHANICAL ANCHORS 1. WITHOUT WRITTEN APPROVAL OF THE ENGINEER, CONTRACTOR SHALL NOT SUBSTITUTE POST- INSTALLED ANCHORS WHERE CAST-IN-PLACE ANCHORS ARE SPECIFIED IN THE DRAWINGS. 2. WHERE STRUCTURAL DETAILS SPECIFY SPECIFIC BRANDS AND/OR TYPES OF ADHESIVES OR ANCHORS, SUBSTITUTIONS OF OTHER BRANDS AND/OR TYPES IS NOT ALLOWED, WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 3. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. SUBSTITUTION REQUESTS SHALL INCLUDE AN ICC ESR OR IAPMO REPORT AND SUPPORTING CALCULATIONS INDICATING COMPLIANCE WITH DESIGN INTENT. 4. ALL ADHESIVE/MECHANICAL ANCHORS SHALL BE INSTALLED, INCLUDING HOLE DRILLING AND PREPARATION, IN ACCORDANCE WITH AN APPROVED INDEPENDENT EVALUATION REPORT (ICC-ES, IAPMO, OR APPROVED EQUAL), AS INDICATED BELOW, AND IN ACCORDANCE WITH ALL MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII). 5. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. ADHESIVE ANCHORS SHALL NOT BE FULLY LOADED UNTIL CONCRETE HAS REACHED DESIGN STRENGTH. 6. UNLESS APPROVED BY THE ENGINEER OF RECORD, CONCRETE AND DRILLED ANCHOR HOLES SHALL BE DRY AND FREE OF WATER FOR 24 HOURS PRIOR TO ADHESIVE INSTALLATION. CONTACT THE ENGINEER OF RECORD FOR GUIDANCE IF THE CONTRACTOR CHOOSES TO INSTALL IN WET OR DAMP HOLES. 7. CONCRETE TEMPERATURE AT THE TIME OF INSTALLATION SHALL BE MONITORED BY THE CONTRACTOR. CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) RELATIVE TO SUBSTRATE TEMPERATURE. 8. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT IN ACCORDANCE WITH ACI 318-11 D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED FOR THESE ANCHORS. 9. UNLESS NOTED OTHERWISE, ALL ADHESIVE ANCHORS INTO CONCRETE SHALL BE: a. HILTI HIT-RE 500V3 (ESR-3814), OR HILTI HIT-HY 200-A (ESR-3187). b. SIMPSON SET-3G (ESR-4057), OR AT-XP (ER-0263). c. DEWALT PURE 110+ (ESR-3298), OR AC200+ GOLD (ESR-4027-COLD WEATHER). 10. UNLESS NOTED OTHER WISE, ALL MECHANICAL ANCHORS INTO CONCRETE SHALL BE: a. HILTI KWIK BOLT TZ (ESR-1917). b. SIMPSON STRONG-BOLT 2 (ESR-3037). 11. UNLESS NOTED OTHERWISE, ALL SCREW ANCHORS INTO CONCRETE SHALL BE: a. SIMPSON TITEN HD (ESR-2713). b. DEWALT SCREWBOLT+ (ESR-2526). c. HILTI KWIK HUS-EZ (ESR-3027). 12. ALL MASONRY CELLS WITHIN 8”OF THE ANCHOR SHALL BE SOLID GROUTED. 13. THE TESTING LABORATORY WILL PERFORM VISUAL INSPECTION OF ANCHORS AND DOWELS AS SPECIFIED IN THE SPECIAL INSPECTION SCHEDULE AND THE APPROVED INDEPENDENT EVALUATION REPORT. TENSION TESTING CAN BE REQUIRED AT THE DIRECTION OF THE STRUCTURAL ENGINEER OF RECORD OR THE SPECIAL INSPECTOR. 14. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON THAT HOLE AND SHIFT THE ANCHOR LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM SPACE OF (2) ANCHOR HOLE DIAMETERS OR 1 INCH, WHICH EVER IS LARGER, OF SOUND CONCRETE BETWEEN THE ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. AT CONTRACTORS OPTION, LOCATE EXISTING REINFORCEMENT PRIOR TO DRILLING/CORING. IF THE ANCHOR OR DOWEL CANNOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION. 15. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number:1954 S0.1 STRUCTURAL NOTES 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 Structural Sheet Index SHEET NUMBER SHEET NAME S0.1 STRUCTURAL NOTES S0.2 STRUCTURAL NOTES S0.3 SCHEDULES S0.4 SCHEDULES S0.5 SCHEDULES S1.1 FOOTING AND FOUNDATION PLAN S1.2 ROOF FRAMING PLAN S2.1 DETAILS S2.2 DETAILS S2.3 DETAILS S2.4 DETAILS S2.5 DETAILS S2.6 DETAILS K. STRUCTURAL DELEGATED DESIGNS AND DEFERRED SUBMITTALS 1. STRUCTURAL DELEGATED DESIGNS AND SUBSEQUENT DEFERRED SUBMITTALS ARE FOR ELEMENTS, PARTS, OR PORTIONS OF THE OVERALL STRUCTURAL SYSTEM THAT ARE INDICATED OR REFERRED TO ON THESE DRAWINGS AND THAT ARE CRITICAL TO THE PERFORMANCE OF THE OVERALL STRUCTURAL SYSTEM. DESIGN CRITERIA HAS BEEN PROVIDED FOR THESE ITEMS IN THE STRUCTURAL NOTES, PLANS, AND DETAILS. 2. STRUCTURAL DEFERRED SUBMITTALS ARE COMPLETE PACKAGES TO BE SUBMITTED FOR REVIEW THAT INCLUDE DRAWINGS AND CALCULATIONS FOR ALL DELEGATED DESIGN ITEMS AND THEIR CONNECTIONS. DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. 3. ARW ENGINEERS WILL REVIEW STRUCTURAL DEFERRED SUBMITTALS TO VERIFY DESIGN CRITERIA IS COMPLIANT WITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. STRUCTURAL DELEGATED DESIGN COMPONENTS SHALL NOT BE INSTALLED UNTIL APPROVED BY THE BUILDING OFFICIAL. 5. STRUCTURAL DELEGATED DESIGN ITEMS REQUIRING DEFERRED SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO : a. PRE-MANUFACTURED WOOD TRUSSES, BLOCKING, BRIDGING, BRIDGING CONNECTIONS, TRUSS HANGERS, AND RELATED COMPONENTS. L. NON-STRUCTURAL DELEGATED DESIGNS AND DEFERRED SUBMITTALS 1. NON-STRUCTURAL DELEGATED DESIGNS AND SUBSEQUENT DEFERRED SUBMITTALS ARE FOR ITEMS NOT INCLUDED IN THE STRUCTURAL DELEGATED DESIGN SECTION. THESE ARE ITEMS THAT ARE NOT CRITICAL TO THE OVERALL PERFORMANCE OF THE STRUCTURAL SYSTEM BUT THAT IMPART LOADS AND FORCES TO THE STRUCTURAL SYSTEM. 2. NON-STRUCTURAL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN. 3. ARW ENGINEERS WILL REVIEW NON-STRUCTURAL DEFERRED SUBMITTALS TO VERIFY DESIGN CRITERIA IS COMPLIANT WITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. IF THE STRUCTURAL DRAWINGS INCLUDE LOADS TO ACCOMMODATE NON-STRUCTURAL ELEMENTS, THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATING THAT THE NON-STRUCTURAL ELEMENTS COMPLY WITH THE LOADING CRITERIA PROVIDED HEREIN. SUCH DOCUMENTATION SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN. 5. IF THE NON-STRUCTURAL DEFERRED SUBMITTAL INDICATES THAT THE ELEMENT WILL IMPART FORCES IN EXCESS OF THOSE INDICATED ON THE STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL SUBMIT A DETAILED GRAPHICAL REPRESENTATION OF THOSE DESIGN LOADS, INCLUDING MAGNITUDE, AND LOCATION. THE GRAPHIC SHALL BE ACCOMPANIED BY DOCUMENTATION INDICATING THAT THE NON- STRUCTURAL ELEMENT DESIGN COMPLIES WITH THE LOADING CRITERIA PROVIDED HEREIN. THE LETTER SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN. 6. NON-STRUCTURAL DELEGATED DESIGN ITEMS REQUIRING DEFERRED SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO : a. STONE VENEER AND ITS ATTACHMENTS TO THE 2X6 STUD WALLS FOR GRAVITY AND OUT-OF- PLANE LOADING. J. TIMBER 1. WOOD GRADES (UNLESS NOTED OTHERWISE) a. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH CLEARLY MARKED WITH A STAMP BY WWPA APPROVED AGENCY AND SHALL BE GRADED AS FOLLOWS: 1. HORIZONTAL MEMBERS: JOISTS & RAFTERS: NO. 2, BEAMS & STRINGERS: NO. 2. 2. VERTICAL MEMBERS: POST & TRIMMERS: NO. 1, STUDS: NO. 2. b. ALL FRAMING IN CONTACT WITH FOOTINGS, FOUNDATIONS OR SLABS ON GRADE SHALL BE PRESSURE TREATED OR TIMBERSTRAND LSL TREATED LUMBER WITH EQUIVALENT STRESS GRADES TO TYPICAL FRAMING MEMBERS. c. UNLESS NOTED OTHERWISE, ALL ENGINEERED LUMBER SHALL BE FURNISHED BY TRUS-JOIST CORPORATION OR APPROVED EQUAL AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES : MODULUS OF ELASTICITY FLEXURAL STRESS RATING LVL :2,000,000 PSI 2,600 PSI PSL :2,000,000 PSI 2,900 PSI LSL :1,500,000 PSI 2,250 PSI d. ALL WOOD “I”JOISTS AND BRIDGING SHALL BE FURNISHED BY TRUS-JOIST CORPORATION OR APPROVED EQUAL. 2. SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE I, EXTERIOR GLUE AND PANEL INDEX RATING AS NOTED BELOW UNLESS NOTED OTHERWISE : LOCATION THICKNESS PANEL INDEX WALLS :15/32”24/0 ROOFS :19/32”32/16 3. INDIVIDUAL PIECES OF SHEATHING AT ROOF, FLOOR, AND SHEAR WALLS SHALL NOT BE SMALLER THAN 24”IN EITHER DIRECTION AND SHALL SPAN A MINIMUM OF TWO FRAMING SPACES, UNO. 4. ALL 23/32”FLOOR SHEATHING SHALL BE TONGUE AND GROOVE UNLESS NOTED OTHERWISE. 5. CONNECTIONS, FASTENERS, AND ADHESIVE a. ALL BOLTS THRU WOOD SHALL BE ASTM A307 AND SHALL HAVE HARDENED WASHERS UNDER ASTM A563 HEAVY HEX NUT AND BOLT HEADS. b. UNLESS NOTED OTHERWISE, 10d COMMON (0.148) NAILS SHALL BE USED TO FASTEN ALL PLYWOOD FLOOR AND ROOF SHEATHING TO SUPPORTING TRUSSES, JOISTS, LEDGERS OR BLOCKING AS FOLLOWS: 1. BOUNDARY NAILING “BN”: 6”O.C. AT ALL BEARING WALLS, SHEAR WALLS, BLOCKING, AND WHERE OTHERWISE INDICATED IN THE STRUCTURAL DRAWINGS. 2. PANEL EDGE NAILING “EN”: 6”O.C. AT ALL OTHER PLYWOOD PANEL EDGES. 3. PANEL FIELD NAILING “FN”: 12”O.C. AT INTERIOR SUPPORTS IN FIELD OF PANEL. c. UNLESS NOTED OTHERWISE IN THE WOOD SHEAR WALL SCHEDULE ON SHEET S0.2, 8d COMMON (0.131) NAILS SHALL BE USED TO FASTEN ALL PLYWOOD SHEAR WALL SHEATHING TO STUDS AND BLOCKING AS FOLLOWS: 1. PANEL EDGE NAILING “EN”: 6”O.C. 2. PANEL FIELD NAILING “FN”: 12”O.C. AT INTERIOR SUPPORTS IN FIELD OF PANEL. d. NAILS SHALL BE GALVANIZED OR STAINLESS STEEL AT EXPOSED LOCATIONS OR IN TREATED WOOD (SEE NOTE BELOW FOR FASTENERS CONNECTED TO OR IN CONTACT WITH TREATED WOOD). THE HEAD OF ALL NAILS SHALL BE DRIVEN FLUSH WITH THE SURFACE OF THE SHEATHING. e. UNLESS NOTED OTHERWISE, ALL NAILS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES : COMMON SHANK HEAD LENGTH MIN. PENETRATION NAIL SIZE DIAMETER DIAMETER INTO SUPPORT MEMBER 6d 0.113”0.266”2”1.25” 8d 0.131”0.281”2-1/2”1.375” 10d 0.148”0.312”3”1.50” 12d 0.148”0.312”3-1/4”1.50” 16d 0.162”0.344”3-1/2”1.62” f. A CONTINUOUS BEAD OF PERMANENT BOND TIMBER/WOOD ADHESIVE COMPOUND SHALL BE USED TO FASTEN ALL PLYWOOD FLOOR SHEATHING TO FLOOR JOISTS IN ACCORDANCE WITH MANUFACTURERS’SPECIFICATIONS. g. ALL FRAMING ANCHORS, POST CAPS, HOLD DOWNS, COLUMN BASES ETC. TO BE PROVIDED BY SIMPSON OR APPROVED EQUAL AND SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER’S PUBLISHED DATA, UNLESS NOTED OTHERWISE. h. UNLESS NOTED OTHERWISE, ALL WALL BOTTOM PLATES TO BE ANCHORED TO FOUNDATIONS OR FOOTINGS WITH 3/4”DIAMETER ANCHOR BOLTS AT 32”O.C. WITH 8”MINIMUM EMBEDMENT. THERE SHALL BE A MINIMUM OF (2) ANCHOR BOLTS PER PLATE WITH ONE BOLT LOCATED NOT MORE THAN 12”AND NOT LESS THAN 4”FROM EACH END OF EACH PIECE. i. WALL BOTTOM PLATES AT SHEAR WALLS SHALL INCLUDE 1/4”x 3”x 3”STEEL PLATE WASHERS BETWEEN THE SILL PLATE AND NUT OF THE ANCHOR BOLT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH UP TO 3/16”LARGER THAN THE BOLT DIAMETER AND SLOT LENGTH NOT TO EXCEED 1-3/4”, PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL EXTEND TO WITHIN ½”OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. j. FASTENERS CONNECTED TO OR IN CONTACT WITH PRESERVATIVE-TREATED AND/OR FIRE- RETARDANT-TREATED WOOD (EXCEPT FOR TIMBERSTRAND LSL TREATED LUMBER AND BORATE BASED TREATMENTS) SHALL BE OF G-185 HOT-DIP GALVANIZED STEEL OR 304 OR 316 STAINLESS STEEL. STAINLESS STEEL AND GALVANIZED STEEL SHALL NEVER BE USED IN CONTACT WITH EACH OTHER. k. EXCEPT WHERE NOTED OTHERWISE, THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE 2304.10.1. CONNECTIONS FOR MULTIPLE PIECES OF ENGINEERED LUMBER PIECES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 6. ALL WOOD TRUSSED RAFTERS SHALL BE FABRICATED IN COMPLIANCE WITH THE RESEARCH COMMITTEE RECOMMENDATIONS OF THE ICC FOR THE CONNECTOR PLATES USED. SUBMIT DESIGN CALCULATIONS WITH ENGINEERS SEAL FOR REVIEW WITH SHOP DRAWINGS. PROVIDE CALCULATIONS AND DETAILS FOR ALL TRUSS TO TRUSS CONNECTIONS INCLUDING CONNECTION HARDWARE. ALL NECESSARY TRUSS BRIDGING AND CONNECTION DESIGN OF TRUSS BRIDGING SHALL BE PROVIDED BY THE TRUSS DESIGNER AND SHALL BE INCLUDED IN THE DESIGN CALCULATIONS FOR REVIEW. 7. INSTALLATION OF ALL METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH THE FOLLOWING STANDARDS : a. ANSI/TPI 1 “NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSSES”. b. TPI HIB “COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL- PLATE-CONNECTED WOOD TRUSSES”. c. TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL-PLATE- CONNECTED WOOD TRUSSES”. 8. UNLESS NOTED OTHERWISE, ALL ROOF SHEATHING AND WALL SHEATHING AT SHEAR WALLS SHALL HAVE SOLID BLOCKING AT ALL PANEL EDGES. 9. PROVIDE DOUBLE JOIST UNDER PARALLEL NONBEARING WALLS AND SOLID BLOCKING UNDER PERPENDICULAR NONBEARING WALLS. 10. AT ALL OVERBUILD LOCATIONS, ROOF SHEATHING SHALL BE COMPLETE BELOW OVERBUILDS PRIOR TO OVERBUILD CONSTRUCTION. 11. PROVIDE SOLID 2”(NOMINAL) FULL DEPTH BLOCKING AT ENDS AND SUPPORT LOCATIONS FOR ALL JOISTS AND RAFTERS. BLOCKING SHALL BE ATTACHED TO SUPPORT FRAMING WITH A MINIMUM OF (1) SIMPSON A35 FRAMING ANCHOR BETWEEN JOISTS UNLESS NOTED OTHERWISE. 12. UNLESS NOTED OTHERWISE, ALL BEARING WALLS SHALL BE 2X6 SPACED AT 16”O.C. BLOCK ALL NON- SHEATHED BEARING WALLS AT 4’-0”O.C. 13. VERIFY THE STUD SPACING WITH THE ANCHOR BOLT LAY-OUT. WHERE STUDS INTERFERE WITH ANCHOR BOLTS, PROVIDE AN ADDITIONAL FULL-HEIGHT STUD TO ENSURE THAT THE FULL CROSS- SECTIONAL AREA OF THE STUD IS IN CONTACT WITH THE SILL PLATE. 14. UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS AND SHEAR WALLS SHALL HAVE DOUBLE 2X TOP PLATES THAT ARE SPLICED TOGETHER WITH A MINIMUM OF 60" OF OVERLAP AND SHALL BE CONNECTED TOGETHER WITH A MINIMUM OF 48 10d COMMON NAILS EACH SIDE OF THE SPLICE. OUTSIDE OF THESE SPLICE LOCATIONS, TOP PLATES SHALL BE NAILED TOGETHER WITH 10d NAILS AT 12”O.C. 15. UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMING MEMBERS SHALL BE INSTALLED WITH THE NATURAL CROWN UP. F. REINFORCING STEEL 1. REINFORCING BAR STRENGTH REQUIREMENTS: a. ALL REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A-615 GRADE 60 AND ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM STANDARD A-1064 AND SHALL BE SUPPLIED IN FLAT SHEETS. ADEQUATELY TIE AND SUPPORT ALL REINFORCING STEEL AS SPECIFIED BY ACI 117, TO MAINTAIN EXACT REQUIRED POSITION. 2. HEADED SHEAR STUD ASSEMBLIES SHALL CONFORM TO ASTM A1044. 3. STEEL DISCONTINUOUS FIBER REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO ASTM A820 AND SHALL HAVE A LENGTH TO DIAMETER RATIO NOT SMALLER THAN 50 AND NOT GREATER THAN 100. 4. HEADED DEFORMED BARS SHALL CONFORM TO ASTM A970. OBSTRUCTIONS OR INTERRUPTIONS OF THE BAR DEFORMATIONS, IF ANY, SHALL NOT EXTEND MORE THAN 2 BAR DIAMETERS FROM THE BEARING FACE OF THE HEAD. 5. ALL REINFORCING STEEL SHALL BE TIED IN PLACE AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET STABBING OF ANY REINFORCING STEEL IS NOT PERMITTED, UNLESS SPECIFICALLY DETAILED OTHERWISE OR APPROVED BY THE ENGINEER. 6. ALL FIELD BENT DOWELS SHALL BE GRADE 40 WITH SPACING INDICATED REDUCED BY 1/3. 7. UNLESS NOTED OTHERWISE, REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE COVERAGE : a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ….. 3” b. EXPOSED TO EARTH OR WEATHER : 1. #6 & LARGER ….. 2” 2. #5 & SMALLER …..1-1/2” c. NOT EXPOSED TO WEATHER OR EARTH : 1. SLABS, WALLS, JOISTS, #11 & SMALLER ….. 3/4” 2. BEAMS, COLUMNS: MAIN REINFORCING OR TIES ….. 1-1/2” d. SLAB ON GRADE : 1. PLACE REINFORCING AT CENTER OF SLAB UNLESS INDICATED OTHERWISE. 8. EXCEPT WHERE NOTED ON PLANS OR DETAILS CONTINUOUS REINFORCEMENT SHALL BE SPLICED AT POINTS OF MINIMUM STRESS BY LAPPING PER THE REBAR LAP SCHEDULE. 9. REINFORCING STEEL MAY BE SPLICED WITH MECHANICAL COUPLERS THAT HAVE A TENSION CAPACITY OF AT LEAST 125% OF THE STRENGTH OF THE BAR. MECHANICAL COUPLERS SHALL BE A POSITIVE CONNECTING TYPE COUPLER, AND SHALL BE INSTALLED IN ACCORDANCE WITH AN APPROVED ICC RESEARCH REPORT. WHERE THESE ARE USED, SPLICES ON ADJACENT BARS SHALL BE STAGGERED AT LEAST 24 INCHES ALONG THE LENGTH OF THE BARS. 10. ALL VERTICAL REINFORCING IN STRUCTURAL ELEMENTS ABOVE SHALL BE SPLICED WITH MATCHING DOWELS EMBEDDED WITHIN THE FOOTINGS OR STRUCTURE BELOW. SPLICE LENGTHS SHALL COMPLY WITH REBAR LAP SCHEDULE. DOWELS INTO FOOTINGS SHALL TERMINATE WITH A STANDARD HOOK, AND SHALL EXTEND TO WITHIN 4”OF THE BOTTOM OF THE FOOTING, BUT NEED NOT EXTEND MORE THAN 20”INTO FOOTING. 11. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS, W HERE REINFORCING IS WELDED, USE ASTM A-706 REINFORCING. 12. REINFORCING BARS, TIES, AND TENDONS SHALL BE SUPPORTED BY NYLON CONES, PLASTIC-COATED TIE-WIRES, OR PLASTIC-COATED CHAIRS. REINFORCING IN FOOTINGS IS PERMITTED TO BE SUPPORTED ON CONCRETE DOBIES. 13. UNLESS NOTED OTHERWISE, HOOKS, STIRRUPS, TIES, AND OTHER BENDS IN REINFORCING STEEL SHALL MEET THE STANDARDS SET FORTH IN ACI 318/318R-14. UNLESS OTHERWISE PERMITTED BY THE ENGINEER, ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPT AS SHOWN ON THESE DRAWINGS OR OTHERWISE PERMITTED BY THE ENGINEER. 14. UNLESS SPECIFICALLY NOTED AND/OR DETAILED IN THE STRUCTURAL DRAWINGS CONDUIT SHALL NOT BE IN CONTACT WITH REINFORCING STEEL. G. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: a. ANSI/AISC 360-16 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, WITH “COMMENTARY”AND “SUPPLEMENTS”AS REQUIRED BY BUILDING CODE. b. AISC 303-16 “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”EXCLUDING THE FOLLOWING SECTIONS: 4.4, 4.4.1, AND 4.4.2. c. AISI “SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS”. d. AISC “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS”. e. AWS D1.1 AND 1.3, “STRUCTURAL WELDING CODE”(EXCEPT SPECIFIC ITEMS DO NOT APPLY IF THEY CONFLICT WITH AISC). f. ANSI/AISC 341-16 “SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS”. g. AWS D1.8, "STRUCTURAL WELDING CODE -SEISMIC". 2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING: a. WIDE FLANGE SHAPES AND WT SHAPES -ASTM A992 b. OTHER SHAPES AND PLATES -ASTM A-36 (UNO) c. HOLLOW STRUCTURAL SECTIONS (HSS) -ASTM A-500, GRADE C FOR SQUARE, RECTANGULAR AND ROUND SHAPES (FY = 50 KSI FOR SQUARE AND RECTANGULAR SHAPES AND 46 KSI FOR ROUND SHAPES) d. STAINLESS STEEL SHAPES, PLATES, AND FASTENERS –ASTM 304 e. DEFORMED BAR ANCHORS (DBA) -ASTM A-496, WELDED IN ACCORDANCE WITH AWS D1.1 f. HEADED STUD ANCHORS (HSA) -ASTM A-108, GRADE 1015 STEEL AND WELDED IN ACCORDANCE WITH AWS D1.1 FOR TYPE “B”. USE 3/4”DIAMETER STUDS, UNLESS NOTED OTHERWISE. g. THREADED ROD -ASTM A-449. h. NON-SHRINK GROUT -ASTM C110. NON-SHRINK GROUT SHALL BE PRE-PACKAGED, NON-METALLIC, WITH A 28-DAY COMPRESSIVE STRENGTH OF 6,000 PSI. 3. CONNECTIONS SHALL COMPLY WITH THE STRUCTURAL DRAWINGS UNLESS WRITTEN APPROVAL TO CHANGE IS GIVEN BY THE STRUCTURAL ENGINEER. 4. ALL SHOP FABRICATIONS SHALL BE PERFORMED BY AN APPROVED FABRICATOR IN ACCORDANCE WITH SECTIONS 1702 AND 1704 OF THE IBC OR WITH SHOP INSPECTION BY AN INDEPENDENT AGENCY IN ACCORDANCE WITH SECTION 1704.2.5 OF THE IBC. 5. WELDING a. ALL WELDING AND CUTTING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN ACCORDANCE WITH ANSI/AWS D1.1 (LATEST EDITION). b. USE E-70XX ELECTRODES UNLESS NOTED OTHERWISE. E-60XX MAY BE USED FOR WELDING STEEL DECKS. c. ALL INTERSECTING STEEL SHAPES WHICH ARE NOT CONNECTED WITH BOLTS SHALL BE WELDED TOGETHER WITH A FILLET WELD ALL AROUND UNLESS NOTED OTHERWISE. WHERE WELD SIZES ARE NOT SHOWN, USE THE FOLLOWING: 1. WHERE THE THICKNESS OF THE CONNECTED PARTS IS EQUAL TO OR THICKER THAN 1/4”, WELD SIZE SHALL BE 1/16”LESS THAN THE THICKNESS OF THE THINNEST PART. 2. WHERE ANY OF THE CONNECTED PARTS IS LESS THAN 1/4”THICK, WELD SIZE SHALL BE THE SAME AS THE THICKNESS OF THE THINNEST PART. d. WELDING OF HSA’S (HEADED STUD ANCHORS) AND DBA’S (DEFORMED BAR ANCHORS) SHALL CONFORM TO THE MANUFACTURER’S SPECIFICATIONS AND AWS D1.1 REINFORCING BARS SHALL NOT BE SUBSTITUTED FOR HSA'S OR DBA'S. e. WHEREVER POSSIBLE, WELDS SHALL BE SHOP WELDS. SPECIAL CONSIDERATIONS, SUCH AS ITEMS WHICH MAY NEED ADJUSTMENT AT THE SITE, REQUIRE THAT SOME WELDS BE FIELD WELDS. WHERE QUESTIONS OR DISCREPANCIES OCCUR THE CONTRACTOR SHALL COORDINATE THE WORK BETWEEN THE SHOP FABRICATOR AND THE STEEL ERECTOR. f. SPECIAL PROVISIONS FOR SFRS (SEISMIC FORCE RESISTING SYSTEM): 1. ALL WELDS DESIGNATED AS DEMAND CRITICAL WELDS SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN CLAUSES 6.1, 6.2, AND 6.3 OF AWS D1.8. 2. ALL OTHER WELDS THAT ARE PART OF THE SFRS SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN CLAUSE 6.1 OF AWS D1.8. 3. BUTT WELDS IN MEMBERS WITH DIFFERENT THICKNESSES, SUCH AS COLUMN SPLICES, SHALL BE TAPERED AND MADE IN SUCH A MANNER THAT THE TRANSITION DOES NOT EXCEED 1 IN 2-1/2 INCHES. THE TRANSITION SHALL BE ACCOMPLISHED BY CHAMFERING THE THICKER PART, TAPERING THE WIDER PART, SLOPING THE WELD METAL OR BY A COMBINATION OF THESE 6. BOLTING a. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL TO STEEL CONNECTIONS SHALL USE HIGH STRENGTH BOLTS CONFORMING TO ASTM F3125 GR. A325. b. UNLESS NOTED OTHERWISE, ALL BOLTING IS CLASSIFIED AS NON-SLIP CRITICAL BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE. TIGHTEN BOLTS TO A SNUG TIGHT CONDITION, WITH ALL PLIES OF THE JOINT IN FIRM CONTACT. c. WHERE OVERSIZED OR SLOTTED HOLES OCCUR IN THE OUTER PLY, AN ASTM F436 WASHER OR 5/16”THICK COMMON PLATE WASHER SHALL BE USED AS REQUIRED TO COMPLETELY COVER THE HOLE. d. BOLTS SHALL BE CENTERED IN SLOTTED HOLES, UNLESS NOTED OTHERWISE. e. WHERE A STEEL BEAM TO BEAM CONNECTION IS NOT SHOWN, PROVIDE AN AISC STANDARD FRAMED CONNECTION SIZED FOR 1/2 OF THE TOTAL LOAD CAPACITY OF THE BEAM FOR THE SPAN AND STEEL SPECIFIED. 7. UNLESS NOTED OTHERWISE, WHERE STEEL BEAMS SUPPORT WOOD FRAMING OR WOOD SHEATHING, PROVIDE A CONTINUOUS DOUBLE 2x OR SINGLE 3x NAILER PLATE ON THE TOP OF THE BEAM THAT EXTENDS AT LEAST THE FULL WIDTH OF THE BEAM FLANGE. ATTACH NAILER PLATES TO WIDE-FLANGE BEAMS WITH 1/2”DIAMETER THRU BOLTS AT 24”O.C. -STAGGERED. COUNTER-SINK HEAD OF BOLTS INTO TOP OF NAILER PLATE TO PROVIDE A FLUSH BEARING SURFACE. 8. ALL COLUMNS ADJACENT TO OR EMBEDDED IN WOOD STUD WALLS SHALL HAVE (1) 1/2”DIAMETER X 3-1/2”THREADED STEEL ROD SHOP-WELDED TO THE FACE OF THE COLUMN AT 24”O.C. AND EXTENDING EACH WAY INTO THE ADJACENT STUD WALLS. ATTACH ADJACENT WOOD WALL STUDS TO STEEL COLUMN WITH STANDARD NUT AND WASHER AS REQUIRED. 9. PROVIDE FULL DEPTH WEB STIFFENER PLATES AT EACH SIDE OF STEEL BEAMS AT ALL BEARING (EXCEPT SECONDARY FRAMING) POINTS. STIFFENER PLATES SHALL BE THICKNESS SHOWN UNLESS NOTED OTHERWISE AND SHALL BE WELDED BOTH SIDES WITH FILLET WELDS ALL AROUND. FLANGE WIDTH STIFFENER THICKNESS WELD THICKNESS < 8 1/4”1/4”3/16” 8 1/4”< BF < 12 1/2”3/8”1/4” 12 1/2”< BF < 18”1/2”5/16” 10. FABRICATORS AND SUPPLIERS SHALL COORDINATE PAINT/FINISHES WITH REQUIREMENTS FOR DIRECT APPLIED INSULATION, FIREPROOFING, ETC. AS NOTED IN THE PROJECT SPECIFICATIONS. 11. WHEN DETERMINING THE FIRE RESISTANCE OF ASSEMBLIES, USE THE FOLLOWING: STEEL ROOF MEMBERS ARE CONSIDERED UN-RESTRAINED AND STEEL FLOOR FRAMING MEMBERS ARE CONSIDERED RESTRAINED. 12. UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMING MEMBERS SHALL BE ERECTED WITH THE NATURAL CROWN UP. 13. UNLESS OTHERWISE SHOWN OR DETAILED IN THE PLANS, ALL STEEL COLUMNS, BEAMS, BRACES, STRUTS, ETC. SHALL BE CONTINUOUS BETWEEN CONNECTIONS OR SUPPORTS.SPLICES IN MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER OF RECORD. BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S0.2 STRUCTURAL NOTES 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 LEGEND OF SYMBOLS AND ABBREVIATIONS AB =ANCHOR BOLT ABV =ABOVE ARCH =ARCHITECT BLW =BELOW BN =BOUNDARY NAILING BRB =BUCKLING RESTRAINED BRACE BRBF =BUCKLING RESTRAINED BRACE FRAME CJP =COMPLETE JOINT PENETRATION CL =CENTERLINE CMU =CONCRETE MASONRY UNIT COL =COLUMN CONC =CONCRETE CP =CONCRETE PIER DC =DEMAND CRITICAL DIA / Ø =DIAMETER DBA =DEFORMED BAR ANCHOR DBE =DECK BEARING ELEVATION ELEV =ELEVATION EN =EDGE NAILING EOD =EDGE OF DECK FDN =FOUNDATION FTG =FOOTING FFE =FINISHED FLOOR ELEVATION GB =CONCRETE GRADE BEAM HSA =HEADED STUD ANCHOR JBE =JOIST BEARING ELEVATION KB =KICKER BRACE MAX =MAXIMUM MB =MASONRY BEAM MC =MASONRY COLUMN MECH =MECHANICAL MEZZ =MEZZANINE MIN =MINIMUM MJ =MASONRY JAMB MW =MASONRY WALL NS, FS =NEAR SIDE, FAR SIDE OAE =OR APPROVED EQUAL OPP =OPPOSITE PAF =POWDER ACTUATED FASTENER PL =PLATE REINF =REINFORCING REQ'D =REQUIRED SIM =SIMILAR SSH =STEEL STUD HEADER SSJ =STEEL STUD JAMB SSS =STEEL STUD SILL SSW =STEEL STUD WALL TOB =TOP OF BEAM ELEVATION TOC =TOP OF CONCRETE SLAB TOF =TOP OF FOOTING TOG =TOP OF GIRDER ELEVATION TOM =TOP OF MASONRY TOS =TOP OF STEEL ELEVATION TYP =TYPICAL UNO =UNLESS NOTED OTHERWISE DEPRESS FDN./WALL AND POUR FLOOR SLAB OVER AT MASONRY FOUNDATION WALL CONCRETE BEAM MASONRY BEAM FOOTING STEP TOP OF FOUNDATION WALL OR COLUMN PIER ELEV. SHEET NUMBER TOP OF FOOTING ELEV. SECTION MARK FOOTING MARK MASONRY WALL FRAMING ANGLE SEE TYPICAL DETAIL FRAMING CHANNEL SEE TYPICAL DETAIL ITEMS, DETAILS, & SYSTEMS WHICH ARE PART OF THE LATERAL FORCE RESISTING SYSTEM. MOMENT RESISTING CONNECTIONS - SEE DETAIL L L C ELEVATION MOMENT RESISTING CANTILEVER CONNECTIONS -SEE DETAIL KICKER BRACEKB SHEAR WALL - SEE SCHEDULE MIN. LENGTH OF SHEAR WALL DEPRESS FDN./WALL AND POUR FLOOR SLAB OVER AT CONCRETE FOUNDATION WALL HD -SIMPSON HOLDOWN SIZE POST - SIZE OF END POST CONNECTED TO HOLDOWN "A" -PLAN CONFIGURATION AT HOLDOWN AT FOUNDATION "A"P OST H D TYP. FOOTING SECTION TYP. FOOTING SECTION W/ TOP & BOTTOM REINF. THICKWIDTHMARKLENGTH LENGTHWISE REINF. NO.SIZE NO.SIZE SPA. CROSSWISE REINF.REMARKS FOOTING SCHEDULE FC2 2'-0"CONT.12"(2)#5 ------ F3 3'-0"3'-0"12"(3)#5 (3)#5 -- F4 4'-0"4'-0"14"(4)#5 (4)#5 -- F5 5'-0"5'-0"14"(5)(5)--#5 #5 FS8 8'-0"8'-0"18"(8)#6 -- TYPICAL FOOTING REINFORCING 3" CLEAR EQ.EQ.EQ.3" CLEAR 3" CLEAR EQ.EQ.EQ.3" CLEAR 3" CLEAR 2" CLEAR 3" CLEAR REINFORCE TOP AND BOTTOM FC3 FC4 3'-0" 4'-0" CONT. CONT. 12" 12" (3) (4) #5 #5 -- -- ---- #5 12" #6(8) JA DIMENSION OF STANDARD 90° HOOKS, ALL GRADES DIMENSION OF STANDARD 180° HOOKS, ALL GRADESBAR SIZE A D = 6db FOR #3 THROUGH #8 D = 8db FOR #9 THROUGH #11 C = FOR BARS IN CMU: #6 AND LARGER, PROVIDE 12db FROM POINT OF TANGENCY #5 AND SMALLER, PROVIDE 6db FROM POINT OF TANGENCY (2 1/2" MINIMUM) DETAILING DIMENSIONS D D = 6db FOR #3 THROUGH #8 D = 8db FOR #9 THROUGH #11 HOOK A 4 db OR 2 1/2" MIN. 180° JD STANDARD HOOK & BEND SCHEDULE #3 5"3"6" #4 6"4"8" #5 7"5"10" #6 8"6"1'-0" #7 10"7"1'-2" #8 11"8"1'-4" #9 1'-3"11 3/4"1'-7" #10 1'-5"1'-1 1/4"1'-10" #11 1'-7"1'-2 3/4"2'-0" A J DETAILING DIMENSIONS DETAILING DIMENSIONS DC D = 4db FOR #3 THROUGH #5 D = 6db FOR #6 THROUGH #8 D = 8db FOR #9 THROUGH #11 6db OR 2 1/2" MIN. FROM POINT OF TANGENCY NOTE: db = BAR DIAMETER 135° 90° WALL SUPPORTING ROOF TRUSSES WALL SUPPORTING ROOF RAFTERS WALL MARK CONNECTION NAILING LEVEL TYP. SILL PLATE ANCHOR BOLTS (NOTE 9)BLKG. TO TOP PL. C DIA.SPA. COMMENTS ROOF SHEAR TRANSFER DETAILS WOOD SHEAR WALL SCHEDULE SW-2 1ST TO ROOF SW-1 15/32" 3/4" DIA. 16d AT 4"o.c. 32"o.c. N/A A35 AT 24"o.c.10d AT 6"o.c. 1ST TO ROOF 15/32" 3/4" DIA.24"o.c. 2x ROOF RAFTER DIAPHRAGM BOUNDARY NAILING SEE STRUCTURAL NOTES C B E.N.FULL HEIGHT SOLID BLOCKING SEE ***/*** ROOF TRUSS SHEAR WALL B C BOTTOM PL. A (SEE NOTE 4) (L)-LAG (ST)- STAGGER NAILING TOP PL. TOGETHER B (NOTE 7) NOM. STUD SIZE (MIN.) NOMINAL BOTTOM PLATE SIZE EDGE NAILING (E.N.) (SEE NOTES 2 & 3) (NOTE 8) PLYWOOD SHEATHING (CDX U.N.O.) NOTES: 1. ALL SHEATHING PANEL EDGES TO BE BLOCKED. USE 3x BLOCKING WHERE 3x STUDS ARE REQUIRED. 2. ALL NAILS TO BE COMMON OR GALVANIZED BOX. 3. FIELD NAILING TO BE SAME NAILS @ 12"o.c. 4. A CONNECTION IS FOR 2ND FLOOR AND ABOVE. 5. AT SHEAR WALLS W/ SHEATHING ON BOTH SIDES, BOTH VERTICAL AND HORIZONTAL JOINTS ON OPPOSITE SIDES OF THE WALL SHALL BE STAGGERED. 6. STAGGER E.N. AT DOUBLE TOP PLATES. 7. 3x NOMINAL FRAMING MEMBERS TO OCCUR AT ABUTTING PANEL EDGES. 2x NOMINAL FRAMING MEMBERS MAY BE USED AT INTERIOR OF PANEL, UNLESS NOTED OTHERWISE IN FLOOR FRAMING NOTES. (2) 2x NAILED TOGETHER W/ (2) 16d NAILS @ 16"o.c. OR 4x NOMINAL FRAMING MEMBERS OF THE SAME DEPTH AND LUMBER GRADE MAY BE USED IN LIEU OF 3x MEMBERS AT CONTRACTOR OPTION. 8. SHEATHING SHALL BE STAMPED W/ APA STAMP. O.S.B. OF EQUIVALENT THICKNESS, GRADE, AND RATING MAY BE USED IN LIEU OF PLYWOOD. 9. ALL SILL PLATE ANCHOR BOLTS TO HAVE MINIMUM 8" EMBEDMENT INTO CONCRETE. SEE DETAIL 8/S2.1 FOR HOLDOWN ANCHORAGE REQUIREMENTS. 10. SEE THIS SHEET FOR TYPICAL SHEAR TRANSFER DETAILS. 11. TOP PLATE SPLICE NAILING SHALL APPLY TO EACH SIDE OF THE SPLICE. THE LENGTH OF THE OVERLAP SHALL BE SUFFICIENT TO PREVENT SPLITTING (48" MIN.) DIAPHRAGM BOUNDARY NAILING -SEE STRUCTURAL NOTES FULL HEIGHT SOLID BLOCKING -SEE 9/S2.3 E.N. 2x 10d AT 4"o.c.2x 2x N/A 16d AT 4"o.c.A35 AT 18"o.c. BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S0.3 SCHEDULES 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 ESTABLISHED PER 2018 IBC SECTION 1705.2.1 WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE STRUCTURAL STEEL SPECIAL INSPECTION SCHEDULE INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE MATERIAL IDENTIFICATION (TYPE / GRADE) WELDER IDENTIFICATION SYSTEM1 * JOINT PREPARATION FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) * DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) * CLEANLINESS (CONDITION OF STEEL SURFACES) * TACKING (TACK WELD QUALITY AND LOCATION) * BACKING TYPE AND FIT (IF APPLICABLE) CONFIGURATION AND FINISH OF ACCESS HOLES * DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS * CLEANLINESS (CONDITION OF STEEL SURFACES) * TACKING (TACK WELD QUALITY AND LOCATION) CHECK WELDING EQUIPMENT 1THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. INSPECTION TASKS DURING WELDING (TABLE N5.4-2) * PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES * EXPOSURE CONTROL NO WELDING OVER CRACKED TACK WELDS * WIND SPEED WITHIN LIMITS ENVIRONMENTAL CONDITIONS * PRECIPITATION AND TEMPERATURE * SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED * TRAVEL SPEED * SELECTED WELDING MATERIALS * SHIELDING GAS TYPE / FLOW RATE * PREHEAT APPLIED * INTERPASS TEMPERATURE MAINTAINED (MIN. / MAX) * PROPER POSITION (F, V, H, OH) * INTERPASS AND FINAL CLEANING WELDING TECHNIQUES * EACH PASS WITHIN PROFILE LIMITATIONS * EACH PASS MEETS QUALITY REQUIREMENTS WELDS CLEANED INSPECTION TASKS AFTER WELDING (TABLE N5.4-3) SIZE, LENGTH AND LOCATION OF WELDS * CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA * WELD / BASE-METAL FUSION * CRATER CROSS SECTION * WELD PROFILES * WELD SIZE * UNDERCUT * POROSITY ARC STRIKES K-AREA1 BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) REPAIR ACTIVITIES DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER 1WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75mm) OF THE WELD) 2AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS. NOTES GENERAL STEEL SPECIAL INSPECTION NOTES : INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1) MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) PROPER BOLTING PROCEDURES SELECTED FOR JOINT DETAIL CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS INSPECTION TASKS DURING BOLTING (TABLE N5.6-2) FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES INSPECTION TASKS AFTER BOLTING (TABLE N5.6-3) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS NOTES FABRICATOR QUALITY CONTROL SPECIAL INSPECTOR QUALITY ASSURANCE CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS CONTINUOUS PERIODIC PERIODICCONTINUOUS 1. PERIODIC - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. 2. CONTINUOUS - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER. 3. QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR. 4. QUALITY ASSURANCE (QA) SHALL BE PROVIDED BY OTHERS WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), APPLICABLE BUILDING CODE (ABC), PURCHASER, OWNER, OR ENGINEER OF RECORD (EOR). NONDESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED BY THE AGENCY OR FIRM RESPONSIBLE FOR QUALITY ASSURANCE, EXCEPT AS PERMITTED IN ACCORDANCE WITH SECTION N6. 5. QC AND QA INSPECTORS SHALL BE QUALIFIED IN ACCORDANCE WITH AISC 360-16 CHAPTER N4. 6. NONDESTRUCTIVE TESTING PERSONNEL SHALL BE QUALIFIED IN ACCORDANCE WITH AISC 360-16 CHAPTER N4.3. 7. NONDESTRUCTIVE TESTING OF WELDED JOINTS SHALL COMPLY WITH AISC 360-16 CHAPTER N5.5a AND b. 8. OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE THE PRIMARY METHOD TO CONFIRM THAT THE MATERIALS, PROCEDURES AND WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. FOR STRUCTURAL STEEL, ALL PROVISIONS OF AWS D1.1 / D1.1M STRUCTURAL WELDING CODE - STEEL FOR STATICALLY LOADED STRUCTURES SHALL APPLY. 9. THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE TESTED BY QA USING MT OR PT, WHEN THE FLANGE THICKNESS EXCEEDS 2 IN. (50mm) FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2 IN. (50mm) FOR BUILT-UP SHAPES. ANY CRACK SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION. 10. WHEN REQUIRED BY APPENDIX 3, TABLE A-3.1, WELDED JOINTS REQUIRING WELD SOUNDNESS TO BE ESTABLISHED BY RADIOGRAPHICS OR ULTRASONIC INSPECTION SHALL BE TESTED BY QA AS PRESCRIBED. REDUCTION IN THE RATE OF UT IS PROHIBITED. 11. REDUCTION OF RATE OF ULTRASONIC TESTING - THE RATE OF UT IS ONLY PERMITTED TO BE REDUCED IF APPROVED BY THE EOR AND THE AHJ PER AISC 360-16 CHAPTER N5.5e. 12. FOR STRUCTURES IN RISK CATEGORY II, WHERE THE INITIAL RATE FOR UT IS 10%, THE NDT RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR SHALL BE INCREASED TO 100% SHOULD THE REJECT RATE, THE NUMBER OF WELDS CONTAINING UNACCEPTABLE DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED, EXCEEDS 5% OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF AT LEAST 20 COMPLETED WELDS FOR A JOB SHALL BE MADE PRIOR TO IMPLEMENTING SUCH AN INCREASE. WHEN THE REJECT RATE FOR THE WELDER OR WELDING OPERATOR, AFTER A SAMPLING OF AT LEAST 40 COMPLETED WELDS, HAS FALLEN TO 5% OR LESS, THE RATE OF UT SHALL BE RETURNED TO 10%. FOR EVALUATING THE REJECT RATE OF CONTINUOUS WELDS OVER 3 FT (1M) IN LENGTH WHERE THE EFFECTIVE THROAT IS 1 IN. (25mm) OR LESS, EACH 12 IN. (300mm) INCREMENT OR FRACTION THEREOF SHALL BE CONSIDERED AS ONE WELD. FOR EVALUATING THE REJECT RATE ON CONTINUOUS WELDS OVER 3 FT (1M) IN LENGTH WHERE THE EFFECTIVE THROAT IS GREATER THAN 1 IN. (25mm), EACH 6 IN. (150mm) OF LENGTH OR FRACTION THEREOF SHALL BE CONSIDERED ON WELD. 13. ALL NDT PERFORMED SHALL BE DOCUMENTED. FOR SHOP FABRICATION, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY PIECE MARK AND LOCATION IN THE PIECE. FOR FIELD WORK, THE NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK, AND LOCATION IN THE PIECE. WHEN A WELD IS REJECTED ON THE BASIS OF NDT, THE NDT RECORD SHALL INDICATE THE LOCATION OF THE DEFECT AND THE BASIS OF REJECTION 14. DEMAND CRITICAL WELDS SHALL MEET THE PROVISION FOUND IN AISC 341-16 AND WELDING METHODS, PROCEDURES AND QUALITY CONTROL SHALL COMPLY WITH AWS D1.1 AND THE FOLLOWING: a. ARC STRIKES, GOUGES AND OTHER IMPERFECTIONS WITHIN OR ADJACENT TO THE JOINT, SHALL BE REPAIRED OR REMOVED. b. PREHEAT AND INTER-PASS REQUIREMENTS AS OUTLINED IN SECTION 3.5. c. UNREPAIRED CRACKS, GOUGES, AND NOTCHES WILL NOT BE PERMITTED IN THE JOINT AREA. d. USE ELECTRODES WITH CHARPY V-NOTCH ABSORBED ENERGY EQUAL TO OR GREATER THAN 20 FT-LBS AT 20 DEGREES FAHRENHEIT UNDER AWS A5 CLASSIFICATION TEST METHODS, AND 40 FT-LBS AT 70 DEGREES FAHRENHEIT USING TEST PROCEDURES PRESCRIBED IN APPENDIX X OF AISC 358. ACCEPTABLE ELECTRODES INCLUDE E70TG-K2, E71 T-1. 1. PERIODIC - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. 2. CONTINUOUS - PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. 3. QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR. 4. QUALITY ASSURANCE (QA) SHALL BE PROVIDED BY OTHERS WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), APPLICABLE BUILDING CODE (ABC), PURCHASER, OWNER, OR ENGINEER OF RECORD (EOR). NONDESTRUCTIVE TESTING (NDT) SHALL BE PERFORMED BY THE AGENCY OR FIRM RESPONSIBLE FOR QUALITY ASSURANCE, EXCEPT AS PERMITTED IN ACCORDANCE WITH SECTION N7. 5. FOR SNUG-TIGHT JOINTS, PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-1 AND MONITORING OF THE INSTALLATION PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE. THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. 6. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS, WHEN THE INSTALLER IS USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT-TENSION-INDICATOR METHOD, OR THE TWIST-OFF-TYPE TENSION CONTROL BOLT METHOD, MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2. THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. 7. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS, WHEN THE INSTALLER IS USING THE CALIBRATED WRENCH METHOD OR THE TURN-OF-NUT METHOD WITHOUT MATCHMARKING, MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2. THE QCI AND QAI SHALL BE ENGAGED IN THEIR ASSIGNED INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. 8. OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE MATERIALS, PROCEDURES AND WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE RCSC SPECIFICATION. 1. QUALITY ASSURANCE (QA) INSPECTION OF FABRICATED ITEMS SHALL BE MADE AT THE FABRICATOR'S PLANT. THE QUALITY ASSURANCE INSPECTOR (QAI) SHALL SCHEDULE THIS WORK TO MINIMIZE INTERRUPTION TO THE WORK OF THE FABRICATOR. 2. QA INSPECTION OF THE ERECTED STEEL SYSTEM SHALL BE MADE AT THE PROJECT SITE. THE QAI SHALL SCHEDULE THIS WORK TO MINIMIZE INTERRUPTION TO THE WORK OF THE ERECTOR. 3. WHERE A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA, IT IS PERMITTED TO COORDINATE THE INSPECTION FUNCTION BETWEEN THE QCI AND QAI SO THAT THE INSPECTION FUNCTIONS ARE PERFORMED BY ONLY ONE PARTY. WHERE QA RELIES UPON INSPECTION FUNCTIONS PERFORMED BY QC, THE APPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION IS REQUIRED. 4. THE FABRICATOR'S QCI SHALL INSPECT THE FABRICATED STEEL TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE SHOP DRAWINGS, SUCH AS PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. THE ERECTOR'S QCI SHALL INSPECT THE ERECTED STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE ERECTION DRAWINGS, SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. 5. THE QAI SHALL BE ON THE PREMISES FOR INSPECTION DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. AS A MINIMUM, THE DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE, SHALL BE VERIFIED PRIOR TO PLACEMENT OF THE CONCRETE. 6. THE QAI SHALL INSPECT THE FABRICATED STEEL OR ERECTED STEEL FRAME, AS APPROPRIATE, TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. 7. QUALITY ASSURANCE (QA) INSPECTIONS, EXCEPT NONDESTRUCTIVE TESTING (NDT), MAY BE WAIVED WHEN THE WORK IS PERFORMED IN A FABRICATING SHOP OR BY AN ERECTOR APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ) TO PERFORM THE WORK WITHOUT QA. NDT OF WELDS COMPLETED IN AN APPROVED FABRICATOR'S SHOP MAY BE PERFORMED BY THAT FABRICATOR WHEN APPROVED BY THE AHJ. WHEN THE FABRICATOR PERFORMS THE NDT, THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS. 8. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AHJ STATING THAT THE MATERIALS SUPPLIED AND WORK PERFORMED BY THE FABRICATOR ARE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AT COMPLETION OF ERECTION, THE APPROVED ERECTOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AHJ STATING THAT THE MATERIALS SUPPLIED AND WORK PERFORMED BY THE ERECTOR ARE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 9. IDENTIFICATION AND REJECTION OF MATERIAL OR WORKMANSHIP THAT IS NOT IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS, SHALL BE PERMITTED AT ANY TIME DURING THE PROGRESS OF THE WORK. HOWEVER, THIS PROVISION SHALL NOT RELIEVE THE OWNER OR THE INSPECTOR OF THE OBLIGATION FOR TIMELY, IN-SEQUENCE INSPECTIONS. NONCONFORMING MATERIAL AND WORKMANSHIP SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE FABRICATOR OR ERECTOR, AS APPLICABLE. 10. NONCONFORMING MATERIAL OR WORKMANSHIP SHALL BE BROUGHT INTO CONFORMANCE, OR MADE SUITABLE FOR ITS INTENDED PURPOSE AS DETERMINED BY THE ENGINEER OF RECORD. 11. CONCURRENT WITH THE SUBMITTAL OF SUCH REPORTS TO THE AHJ, EOR OR OWNER, THE QA AGENCY SHALL SUBMIT TO THE FABRICATOR AND ERECTOR: (1) NONCONFORMANCE REPORTS (2) REPORTS OF REPAIR, REPLACEMENT OR ACCEPTANCE OF NONCONFORMING ITEMS. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS FIT-UP OF CJP GROOVE WELDS OFHSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) * JOINT PREPARATIONS * DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) * CLEANLINESS (CONDITION OF STEEL SURFACES) * TACKING (TACK WELD QUALITY AND LOCATION) PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES2 NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S0.4 SCHEDULES 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 ESTABLISHED PER 2018 IBC SECTION 110 AND CHAPTER 17 ITEM GENERAL SPECIAL INSPECTION NOTES : PERIODIC3CONTINUOUS3 REFERENCE COMMENTS GROUTING BONDED TENDONS APPLICATION OF PRESTRESSING FORCES IN SEISMIC-FORCE-RESISTING SYSTEM SEE IBC TABLE 1705.3 - REF. NOTE C1 REFERENCE NOTE C4 REFERENCE NOTE C5 REFERENCE NOTE C2 REFERENCE NOTES P1 & P2 REFERENCE NOTE C3 REFERENCE NOTE W1 REFERENCE NOTE F1 REFERENCE NOTE F1 REFERENCE NOTE F1 REFERENCE NOTE F2 REFERENCE NOTE W2 REFERENCE NOTE F1 REFERENCE NOTE F2 EPOXY / EXPANSION ANCHOR PLACEMENT VERIFICATION OF IN-SITU STRENGTH ERECTION OF PRECAST MEMBERS PRESTRESSED CONCRETE CURING TEMPERATURE / TECHNIQUES CONCRETE PLACEMENT / SAMPLING VERIFYING REQUIRED DESIGN MIX EMBEDDED BOLTS & PLATES WELDING OF REINFORCING STEEL REINFORCING STEEL PLACEMENT HIGH LOAD DIAPHRAGMS (ROOF / FLOOR) SITE-BUILT ASSEMBLIES PROPERLY PREPARED SITE AND SUB-GRADE PRIOR TO FILL. VERIFY ADEQUATE MATERIALS BELOW FOOTINGS EXCAVATIONS EXTEND TO PROPER DEPTH AND REACH PROPER MATERIAL CLASSIFY & TEST CONTROLLED FILL MATERIALS PERFORM MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. SHEAR WALL & DIAPHRAGM NAILING DRAG STRUTS BRACES & SHEAR PANELS HOLDOWNS CONCRETE CONSTRUCTION (IBC 1705.3) SPECIAL INSPECTION SCHEDULE 1, 2 PRE-FAB CONSTRUCTION (IBC 1704.2) WOOD (IBC 1705.5 & 1705.11.1 & 1705.12.2) SOILS (IBC 1705.6) 1. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE FABRICATOR COMPLIES WITH IBC. 2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. (SEE NOTE 2). 1. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISOLATED SPREAD FOOTINGS, CONTINUOUS FOOTINGS, NON-STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC 1705.3 ARE MET. 2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE. 3. PERFORM AIR, SLUMP AND TEMP. TESTS WHEN CONCRETE SAMPLES ARE CAST. 4. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN-SITU CONCRETE STRENGTH FOR POST-TENSIONED CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SHORING OR FORMS. 5. EPOXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT. AND/OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICC RESEARCH REPORT NUMBERS. COORDINATE CONTINUOUS/PERIODIC SPECIAL INSPECTION REQUIREMENTS WITH ICC REPORT. 1. WOOD STRUCTURAL PANEL SHEATHING SHALL BE INSPECTED TO ASCERTAIN THAT GRADE AND THICKNESS ARE IN COMPLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR COMPLIANCE WITH APPROVED BUILDING PLANS. 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, INCLUDING NAILING, & BOLTING, AND OTHER FASTENING TO OTHER COMPONENTS WHERE THE SPACING OF THE SHEATHING FASTENERS IS GREATER THAN 4"o.c. 3. SPECIAL INSPECTION SHALL BE PERFORMED TO VERIFY THAT THE INSTALLATION OF TEMPORARY AND PERMANENT RESTRAINT/BRACING IS INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL PACKAGE. 1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE COMPLIANCE. 2. WHERE SOILS REPORT IS NOT PROVIDED SPECIAL INSPECTIONS ARE REQUIRED TO VERIFY THAT THE IN-PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557. GLUING OPERATIONS 1. THE ITEMS MARKED WITH A " " IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. (IBC SECTION 202) F F W W W C C C C C P P METAL-PLATE-CONNECTED WOOD TRUSSES WITH HEIGHTS GREATER THAN OR EQUAL TO 60"REFERENCE NOTE W2 METAL-PLATE-CONNECTED WOOD TRUSSES WITH SPANS GREATER THAN OR EQUAL TO 60 FEET REFERENCE NOTE W3 TYPE STRENGTH FOR CONCRETE APPLICATIONS (ACI 318 -14) BAR LOCATION CONCRETE #3 BAR SIZE CONCRETE REINFORCING & SPLICE LENGTHS (IN) 2018 IBC CONCRETE REBAR LAP SPLICE SCHEDULE VERT. WALL BARS, FILL ON METAL DECK NWC 4500 PSI 14 NOTES : 1. MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICES SHOWN. SEE STRUCTURAL NOTES FOR MINIMUM COUPLER CAPACITY. WHERE MECHANICAL COUPLERS ARE USED, STAGGER ADJACENT SPLICES A MINIMUM OF 24" AS INDICATED ABOVE. 2. DEVELOPMENT LENGTHS SHALL BE INCREASED BY 50% FOR STRAIGHT BAR DEVELOPMENT AND 20% FOR HOOKED BARS WHERE EPOXY COATING IS USED. 3. WHEN SPLICING BARS OF DIFFERENT SIZES, USE LAP SPLICE LENGTH OF LARGER BARS UNO. 4. SPLICE BARS LARGER THAN #11 USING MECHANICAL COUPLERS. HORIZ. WALL BARS, FOOTING TOP BARS BEAM BOTTOM BARS, COLUMN BARS FOOTING BOTTOM BARS BEAM TOP BARS SLAB ON GRADE NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI NWC 4500 PSI ℓd ℓs ℓdh 18 7 14 18 7 14 18 7 12 16 7 18 23 7 12 16 7 #4 18 ℓd ℓs ℓdh 23 6 #5 ℓd ℓs ℓdh #6 ℓd ℓs ℓdh #7 ℓd ℓs ℓdh 18 23 6 18 23 9 12 16 6 24 31 9 12 16 6 #8 ℓd ℓs ℓdh #9 ℓd ℓdh #10 ℓd ℓdh #11 ℓd ℓdh 23 30 8 23 30 8 23 30 11 14 18 8 30 39 11 14 18 8 27 35 9 27 35 9 27 35 13 17 22 9 35 46 13 17 22 9 40 52 11 40 52 11 40 52 16 24 31 11 51 66 16 27 35 11 45 59 13 45 59 13 45 59 18 27 35 13 59 77 18 34 44 13 51 14 51 14 51 20 31 14 66 20 44 14 56 16 56 16 56 22 34 16 73 22 56 16 62 25 62 25 62 25 37 25 80 25 62 25 TYPE STRENGTH BAR LOCATION CONCRETE #3 BAR SIZE CONCRETE REINFORCING & SPLICE LENGTHS (IN) VERT. WALL BARS, FILL ON METAL DECK NWC 4000 PSI 15 HORIZ. WALL BARS, FOOTING TOP BARS BEAM BOTTOM BARS, COLUMN BARS FOOTING BOTTOM BARS BEAM TOP BARS SLAB ON GRADE NWC 4000 PSI NWC 4000 PSI NWC 4000 PSI NWC 4000 PSI NWC 4000 PSI ℓd ℓs ℓdh 20 7 #4 19 ℓd ℓs ℓdh 25 7 #5 ℓd ℓs ℓdh #6 ℓd ℓs ℓdh #7 ℓd ℓs ℓdh #8 ℓd ℓs ℓdh #9 ℓd ℓdh #10 ℓd ℓdh #11 ℓd ℓdh 24 31 8 29 38 10 42 55 12 48 62 13 54 15 60 17 66 26 15 20 7 15 20 7 12 16 7 19 25 7 12 16 7 19 25 7 19 25 9 12 16 7 25 33 9 12 16 7 24 31 8 24 31 12 15 20 8 31 40 12 15 20 8 29 38 10 29 38 14 18 23 10 37 48 14 18 23 10 42 55 12 42 55 17 25 33 12 54 70 17 28 36 12 48 62 13 48 62 19 29 38 13 62 81 19 36 47 13 54 15 54 21 33 15 70 21 46 15 60 17 60 24 36 17 78 24 60 17 66 26 66 26 40 26 85 26 66 26 TYPE STRENGTH BAR LOCATION CONCRETE #3 BAR SIZE CONCRETE REINFORCING & SPLICE LENGTHS (IN) VERT. WALL BARS, FILL ON METAL DECK NWC 3000 PSI 17 HORIZ. WALL BARS, FOOTING TOP BARS BEAM BOTTOM BARS, COLUMN BARS FOOTING BOTTOM BARS BEAM TOP BARS SLAB ON GRADE NWC 3000 PSI NWC 3000 PSI NWC 3000 PSI NWC 3000 PSI NWC 3000 PSI ℓd ℓs ℓdh 22 8 #4 22 ℓd ℓs ℓdh 29 8 #5 ℓd ℓs ℓdh #6 ℓd ℓs ℓdh #7 ℓd ℓs ℓdh #8 ℓd ℓs ℓdh #9 ℓd ℓdh #10 ℓd ℓdh #11 ℓd ℓdh 28 36 10 33 43 12 48 62 13 55 72 15 62 17 69 19 76 30 17 22 8 17 22 8 12 16 8 22 29 8 12 16 8 22 29 8 22 29 11 14 18 8 29 38 11 14 18 8 28 36 10 28 36 14 17 22 10 36 47 14 17 22 10 33 43 12 33 43 16 20 26 12 43 56 16 20 26 12 48 62 13 48 62 19 29 38 13 63 82 19 32 42 13 55 72 15 55 72 22 33 43 15 72 94 22 42 55 15 62 17 62 25 37 17 81 25 53 17 69 19 69 27 42 19 90 27 69 19 76 30 76 30 46 30 98 30 76 30 DEVELOPMENT LENGTH ℓd LAP SPLICE LENGTH ℓs FACE OF JOINT OR CRITICAL SECTION FACE OF JOINT OR CRITICAL SECTION ℓdh CLEAR 2' - 0" COUPLER OR WELDED SPLICE HOOK DEVELOPMENT LENGTH COMMENTS COMMENTS COMMENTS BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S0.5 SCHEDULES 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 1 2 3 4 5 6 7 8 9 10 A A B B C C D D E E F F G G H H J J K K L LHSS5X5X1/4 H SS 5X 5X1/2 H SS 5 X5 X 1/2 H SS5X5 X 1/4 H SS 5 X5 X 1/4 H SS 5 X5 X 1/4 H SS9X9 X 5/8 H SS9X9 X 5/8 H SS5X5 X 1/4 H SS 5 X5 X 1/4 4' - 0 " 4' - 0 " 4' - 0 " 3' - 0"3' - 0" 3' - 0" F4 97' -0"H DU 4 (2 ) 2 x H DU 8 (3 ) 2 x H DU 8 (3 ) 2 x H DU 8 (3 ) 2 x H DU 2 (2 ) 2 x H DU 2 (2 ) 2 x H DU 2 (2 ) 2 x H DU 4 (2 ) 2 x H DU 4 (2 ) 2x H DU 4 (2 ) 2 x H DU 8 (3 ) 2 x SW-2 6' - 3" SW-1 24' - 6" SW-1 12' - 11" SW-2 9' - 10"SW-2 6' - 7" SW-2 6' - 0" SW-2 5' - 7" FS8 ** F4 98' -0" FC2 98' -0" FC2 97' -0" FC4 98' -0" FC2 98' -0" FC2 98' -0" FC2 98' -0" FC2 98' -0" FC2 98' -0" FC4 98' -0" FC2 98' -0" F4 98' -0" F4 98' -0" FC2 98' -0" FC2 98' -0" FC4 98' -0" F4 98' -0" F4 98' -0" FC2 98' -0" FC2 98' -0" F4 98' -0" FC3 98' -0" FC2 98' -0" FC2 98' -0" FC2 98' -0" FC2 98' -0" FS8 ** F4 97' -0" PROVIDE PLENIUM BOXES BELOW GRADE. SEE MECH. FOR DIMENSIONS, LOCATION, AND PENETRATION INFO. AT CONTRACTORS OPTION, THE BOXES MAY BE PRE-CAST CONCRETE OR CAST-IN-PLACE CONCRETE BOXES. FOR CAST-IN- PLACE CONCRETE BOXES USE 5" THICK CONCRETE WALLS REINFORCED W/ #4 BARS AT 12"o.c. EACH WAY FOR THE SLAB, WALLS, AND LID. ADD (1) ADD. #4 BAR TO EXTEND PAST OPENING 24" ON EACH SIDE OF ALL OPENINGS, AND (1) #3 BAR x 24" AT A 45 DEGREE ANGLE AT EACH CORNER AROUND EACH OPENING 2 S2.2 TYP. AT CANOPY COLUMN 7 S2.2TYP. 8 S2.2 7 S2.2TYP. TYP. AT HOLDOWN 3 S2.2 7 S2.2 3 S2.2 S2.2 4 S2.2 4 TYP. S2.2 4 TYP. S2.2 1 6 S2.2 8 S2.1 7 S2.2 8 S2.2 TYP. 5 S2.2 8 S2.2 TYP.S2.2 4 H DU 4 H DU 4 ALIGN W/ GIRDER TRUSSES ABOVE -SEE ROOF FRAMING PLAN SEE NOTE 17 FOR FOOTING DEPTH 6 S2.1 TYP. AT STEPS TYP. AT HOLDOWNS 5 S2.3 TYP. AT SHEARWALLS FOOTING & FOUNDATION NOTES : 1. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. 2. ALL FOOTINGS SHALL BE PLACED ON SOIL WHICH HAS BEEN PREPARED FOR THE BEARING PRESSURE SHOWN IN THE STRUCTURAL NOTES. 3. ALL COLUMN FOOTINGS SHALL BE CENTERED BELOW COLUMNS U.N.O. 4. VERIFY ALL DIMENSIONS WITH DRAWINGS AND NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES FOUND. 5. SEE SHEET S0.2 FOR FOOTING SCHEDULE. 6. PROVIDE DOWELS IN FOOTINGS / FOUNDATIONS TO MATCH VERTICAL WALL REINFORCING U.N.O. 7. SEE SHEET S2.1 AND S2.2 FOR TYPICAL FOOTING AND FOUNDATION DETAILS. 8. ALL EXTERIOR WALL FOOTINGS TO BEAR A MINIMUM DIMENSION BELOW EXTERIOR GRADE AS NOTED IN GENERAL STRUCTURAL NOTES. 9. FOUNDATION WALLS ARE DESIGNED AND DETAILED FOR THE COMPLETED CONDITION. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. BACKFILLED WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION AND BACKFILLING TO PRODUCE PLUMB AND TRUE FINISHED WALLS. 10. ALL ANCHORS, HOLD-DOWNS, ANCHOR BOLTS, DOWELS, EMBEDDED ITEMS, ETC. SHALL BE HELD IN PLACE PRIOR TO AND DURING CONCRETE AND/OR GROUT PLACEMENT. 11. COORDINATE ALL FOOTING DEPTHS (INTERIOR AND EXTERIOR) WITH DRAINS, CONDUITS, ETC. THAT MAY INTERFERE WITH FOOTINGS. 12. REFER TO ROOF FRAMING PLANS AND TRUSS MANUFACTURER FOR GIRDER LOCATIONS AND REQUIRED HOLDOWNS INTO FOUNDATION WALL. 13. SEE ARCHITECTURAL DRAWINGS FOR DUMPSTER ENCLOSURE INFORMATION. 14. FOR DOORS AND WINDOWS EXTENDING TO SLAB USE DETAIL 7/S2.2. VERIFY WINDOW AND DOOR LOCATIONS WITH ARCHITECT. 15. INDICATES SHEARWALL. SEE PLAN AND SCHEDULE FOR TYPE AND NAIL REQUIREMENTS. USE SW-1 NAILING WHERE NOT SPECIFICALLY CALLED OUT IN DRAWINGS. 16. INDICATES SIMPSON HDU4 HOLDOWN WITH (2) 2x MEMBERS UNLESS OTHERWISE NOTED. SEE DETAILS 8/S2.1, 1/S2.3, AND 5/S2.3 FOR MORE INFORMATION. 17. ** FIELD VERIFY AND COORDINATE WITH CIVIL AND ARCHITECT THAT BOTTOM OF FOOTING ELEVATION IS AT FROST ELEVATION. TOP OF FOOTING IS TO BE A MINIMUM OF 3'-0" BELOW FINISHED FLOOR ELEVATION (i.e. 97'-0"). CONCRETE SLAB NOTES : 1. SLAB ON GRADE SHALL BE 4" THICK CONCRETE U.N.O. SLAB SHALL BE UNDERLAIN BY FREE DRAINING MATERIAL AS PRESCRIBED IN THE SOILS REPORT. 2. SEE SHEET S2.1 FOR CONTROL AND CONSTRUCTION JOINT INFORMATION. 3. INDICATES A 2" RECESS IN THE FLOOR SLAB. SEE THE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. FULL THICKNESS OF SLAB TO OCCUR IN RECESSED AREAS. BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S1.1 FOOTING AND FOUNDATION PLAN 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : 3/16" = 1'-0"S1.1 ALevel 1 1 2 3 4 5 6 7 8 9 10 A A B B C C D D E E F F G G H H J J K K L LPRE-MANUF. HI P J AC K TRU S S P RE -MANUF. HI P J AC K TRU S S PR E -MA N U F . G I R D E R T R U S S PR E -MA N U F . G I R D E R T R U S S PR E -MA N U F . G I R D E R T R U S S PRE-MANUF. HIP JACK TRUSS P RE -MANUF. HI P J AC K TRU S S P RE -M A NUF. GI RD ER T R US S P RE -MAN U F . H I P JACK T R US S PRE-MANUF. GIRDER TRUSS PR E -MA N U F . GI R D E R T R U S S P RE -M A NU F . H I P JACK T R US S DR A G T R U S S < 4 . 0 K > PR E -MA N U F . G I R D E R T R U S S W1 6 X 5 0 W1 6 X 5 0 W16X26 W16X57 W1 6 X 5 7 (3) 1 3/4x9 1/4 LVL (3 ) 1 3 / 4 x 9 1 / 4 L V L (3 ) 1 3 / 4 x 9 1 / 4 L V L (2 ) 2 x 6 ( A T R I D G E ) (2) 2x6 (AT RIDGE) (2 ) 2 x 6 ( A T R I D G E ) 2x6 AT 12"o.c. 2x 6 A T 1 2 " o . c . 2x6 AT 12"o.c. PR E - M A N U F . J A C K T R U S S E S A T 2 4 " o . c . TRUSSES AT 24"o.c. PRE-MANUF. JACK AT 24"o.c. PRE-MANUF. TRUSSES PR E -MA N U F . T R U S S A T 2 4 " o . c . PR E -MA N U F . T R U S S A T 2 4 " o . c . PR E - M A N U F . T R U S S E S A T 2 4 " o . c . TRUSSES AT 24"o.c. PRE-MANUF. JACK TRUSSES AT 24"o.c. PRE-MANUF. JACK PRE-MANUF. TRUSSES AT 24"o.c. PR E - M A N U F . J A C K T R U S S E S A T 2 4 " o . c . PR E - M A N U F . J A C K T R U S S E S A T 2 4 " o . c . PR E - M A N U F . T R U S S E S A T 2 4 " o . c . PRE-MANUF. JACK TRUSSES AT 24"o.c. PRE-MANUF. JACK TRUSSES AT 24"o.c. PR E - M A N U F . T R U S S E S A T 2 4 " o . c . 1 S2.5 S2.5 6 TYP. 9 S2.3 TYP. 1 S2.4 TYP. AT JACK TRUSSES 9 S2.3 2 S2.5 8 S2.4 10 S2.3TYP. 10 S2.3 TYP. 2 S2.6 TYP.3 S2.4 8 S2.3 8 S2.5 8 S2.57 S2.4 1 S2.6 9 S2.3 TYP. TYP. 4 S2.5 TYP. AT RIDGE 5 S2.6 9 S2.5 2 S2.5 9 S2.3 5 S2.5 9 S2.3 LOW HIGH 4 S2.6 11 S2.3 6 S2.4 TYP. 3 S2.6 7 S2.5 DOUBLE LVL FASCIA AS SHOWN. ATTACH TRUSSES TO FASCIA W/ (2) A35 MIN. TRUSS MANUF. TO COORDINATE TRUSS TAILS FOR FASCIA SIMPSON MGT OR HGT HOLDOWN. WELD ANCHORS TO TOP OF W BEAM OR COLUMN CAP SIMPSON VGT W/ (4) 2x AND HDU4 SIMPSON MGT OR HGT HOLDOWN. WELD ANCHORS TO TOP OF W BEAM SIMPSON MGT OR HGT HOLDOWN. WELD ANCHORS TO TOP OF W BEAM SIMPSON MGT OR HGT HOLDOWN. WELD ANCHORS TO TOP OF W BEAM OR COLUMN CAP TRUSS MANUF. TO COORDINATE DUCT PENETRATIONS INTO TRUSS FRAMING W/ ARCH AND MECH AT THIS AREA SIMPSON MGT OR HGT HOLDOWN. WELD ANCHORS TO TOP OF W BEAM OR COLUMN CAP 1 S2.4 TYP. AT GIRDERS 6 S2.4LOW A T 2 4 "o .c . P R E -M A N U F . T R U S S E S (2)1 3/4x5 1/2 LVL (LOW) CMST14 x 10'-0" LONG CMST14 S2.5 6TYP. 8 S2.3 8 S2.3 10' - 0"10' - 0" 3 S2.58 S2.3 5 S2.5 LOW 1 S2.6 HIGH WOOD FRAMING NOTES : 1. FOR ROOF SHEATHING AND NAILING REQUIREMENTS, SEE STRUCTURAL NOTES SHEET S0.2. 2. SHEAR WALLS ARE INDICATED ON SHEET S0.3. SEE THE SHEAR WALL SCHEDULE FOR SHEAR WALL ATTACHMENTS. 3. AT TOP PLATE SPLICE, LAP 5'-0" MIN. AND CONNECT WITH MIN (48) 10d COMMON NAILS. 4. OPNEINGS IN ROOF DIAPHRAGM TO BE BETWEEN TRUSSES. FRAME AROUND OPENING WITH 2x6 FRAMING THAT ATTACHES TO TRUSSES WITH A35. SEE DETAIL 4/S2.4 FOR MORE INFORMATION. 5. U.N.O., ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE SHEATHED WITH 2x6 STUDS AT 16"o.c.. OTHER WALLS TO BE AS PER ARCHITECTURAL DRAWINGS. 6. TYPICAL HEADERS WHERE NOT OTHERWISE INDICATED TO BE AS FOLLOWS : UP TO 4'-0" OPENING (3) 2x8 4'-1" TO 5'-6" (3) 2x10 5'-7" TO 10'-0" (3) 1.75" x 9.25" LVL 10'-1" TO 12'-0" (3) 1.75" x 11.87" LVL 7. FOR TYPICAL TRIMMERS, WHERE NOT OTHERWISE INDICATED, SEE DETAIL 3/S2.3. 8. FOR TYPICAL KING STUDS, WHERE NOT OTHERWISE INDICATED,SEE DETAIL 3/S2.3. 9. SEE DETAIL 8/S2.3 FOR PLYWOOD ROOF SHEATHING LAYOUT. 10. AT OVERBUILD / DORMER LOCATIONS, USE THE FOLLOWING JOISTS : UP TO 4'-8" SPAN 2x6 AT 24" O.C. 4'-10" TO 9'-6" SPAN 2x8 AT 24" O.C. 11. AT OVERBUILD/DORMER LOCATIONS, USE THE FOLLOWING AT HIPS/RIDGES : UP TO 8'-0" SPAN (2) 2x8 8'-0" TO 12'-0" SPAN (2) 2x10 FOR SPANS GREATER THAN 12'-0", USE PONY WALLS. PONY WALLS ARE TO BE PERPENDICULAR TO THE MAIN BUILDING TRUSSES. AT CONTRACTORS OPTION, TRUSSES SPANNING PERPENDICULAR TO THE MAIN BUILDING TRUSSES MAY BE PROVIDED. 12. CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE TEMPORARY BRACING UNTIL ALL ROOF FRAMING AND ROOF DIAPHRAGM ATTACHMENTS ARE COMPLETE. 13. SEE DETAIL 5/S2.1 FOR ATTACHMENT OF NON-BEARING WALLS TO PRE-MANUFACTURED TRUSSES. 14. = SHADING INDICATES OVERBUILD AREA 15. = SIMPSON STRAP (ALIGN OVER 2x FLAT BLOCKING) -SEE PLAN. 16. SEE DETAIL 4/S2.5 FOR TYPICAL RIDGE VENT DETAIL. 17. SEE ARCH. DETAILS FOR DRAFTSTOP DETAILS AND LOCATIONS. 18. SEE 9/S2.4 FOR TYPICAL STEEL BEAM CONNECTION. 19. WHERE GIRDER TRUSSES BEAR ON WOOD WALL THERE SHALL BE A MINIMUM NUMBER OF 2xs TO MATCH WIDTH OF GIRDER OR AS NOTED ON PLAN SHEETS S1.1 AND S1.2. THE WORST CASE OF EITHER SHALL BE INSTALLED. PRE-MANUFACTURED TRUSS NOTES : 1. PRE-MANUFACTURED TRUSSES SHALL BE DESIGNED PER ALL APPLICABLE LOAD COMBINATIONS AND LOAD CONFIGURATIONS AS REQUIRED BY THE GOVERNING CODE AND THE GENERAL STRUCTURAL NOTES : THE FOLLOWING CRITERIA SHALL BE USED IN DESIGN. SNOW LOAD = PER GENERAL STRUCTURAL NOTES LIVE LOAD = PER GENERAL STRUCTURAL NOTES DEAD LOAD = 10 PSF TOP CHORD 5 PSF BOTTOM CHORD WIND LOAD = PER GENERAL STRUCTURAL NOTES SNOW DRIFT = AS DETERMINED BY THE TRUSS MANUFACTURER. CONSIDER BALANCED, UNBALANCED AND DRIFT LOCATIONS 2. ALL TRUSSES SHALL BE DESIGNED FOR A 150 POUND POINT LOAD APPLIED AT ANY LOCATION ALONG THE BOTTOM CHORD. DESIGN ALL TRUSSES FOR WIND UPLIFT PER THE GOVERNING CODE WITH A 8 PSF DEAD LOAD. 3. ALL TRUSS TO TRUSS CONNECTIONS PROVIDED BY TRUSS MANUFACTURER. JACK TRUSSES SHALL BE ATTACHED TO HIP JACK TRUSSES WITH A METAL CONNECTOR DESIGNED AND DETAILED IN THE TRUSS SHOP DRAWINGS - AT A MINIMUM USE A SIMPSON LS90 AT EA. CONNECTION. 4. TRUSS MANUFACTURER SHALL COORDINATE AND INCLUDE ALL ADD LOADS AS INDICATED ON THE FRAMING PLAN(S). 5. COORDINATE DUCT RUNS AND TRUSS WEB CONFIGURATIONS WITH MECHANICAL AND ARCH. DRAWINGS. DO NOT FIELD MODIFY TRUSSES TO ACCOMMODATE DUCTING AND OTHER MISCELLANEOUS EQUIPMENT WITHOUT WRITTEN DIRECTION FROM THE TRUSS MANUFACTURER OR STRUCTURAL ENGINEER. 6. INSTALL SIMPSON VGT HOLDOWNS AT EACH HIP JACK TRUSS AND GIRDER TRUSS AS SHOWN IN DETAIL 1/S2.4. TRUSS MANUF. TO VERIFY THAT THIS SIMPSON VGT HOLDOWN MEETS OR EXCEEDS REQUIRED UPLIFT CAPACITIES FOR ALL TRUSSES DESIGNED. TRUSS MANUF. RESPONSIBLE TO NOTIFY EOR IN WRITING WHERE UPLIFT CAPACITIES ARE EXCEEDED. 7. COORDINATE ALLOWABLE TRUSS DEFLECTIONS WITH ARCHITECT FOR DETAILING OF NON-BEARING STUD WALLS BELOW. 8. TRUSS MANUFACTURER SHALL DESIGN THE FASCIA BOARD AND ITS CONNECTION TO THE TRUSS AROUND THE PERIMETER OF THE ENTIRE BUILDING. THE FASCIA BOARD SHALL BE CAPABLE OF SUPPORTING GRAVITY LOADS (DEAD AND SNOW) AND WIND UPLIFT LOADS. SEE 6/S2.5 FOR MIN. REQUIREMENTS AT THESE LOCATIONS. 9. DESIGN GIRDER TRUSSES FOR ASD LEVEL DRAG LOADS SHOWN ON THE PLANS. 10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR REVIEW AS REQUIRED BY THE DEFERRED SUBMITTAL SECTION OF THE GENERAL STRUCTURAL NOTES. 11. WHERE INDICATED, BLOCK PANEL EDGES OF ROOF SHEATHING WITH FLAT 2X BLOCKING. 12. BOTTOM CHORD BEARING TRUSSES AT CANOPY SHALL BE DESIGNED FOR AN ALLOWABLE TENSION/COMPRESSION FORCES OF 300#. 13. SEE DETAILS 11/S2.3, 7/S2.5, AND ARCHITECT FOR TOP CHORD BEARING CONDITIONS. 14. ALL DRAG FORCES TO BE TRANSFERRED TO TOP CHORD OF TRUSS THROUGH TRUSS MEMBERS AND CONNECTIONS. SEE 8/S2.5 AND 9/S2.5 FOR MORE INFORMATION. 15. INDICATES 1000# ASD ADD LOAD TO TRUSS TAILS. CONNECTION TO TRUSS SHALL BE (2) HSCQ AT EACH TRUSS TAIL TO FASCIA. 16. SEE WOOD FRAMING NOTE 11 FOR OVERBUILD TRUSSES. BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S1.2 ROOF FRAMING PLAN 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : 3/16" = 1'-0"S1.2 AROOF FRAMING PLAN CONTROL JOINTCONSTRUCTION JOINT DIAMOND BLOCKOUT AT COLUMNS CONCRETE FLOOR SLAB POUR #1 POUR #2 POUR #3 T = SLAB THICKNESS SCALE : NONE CONCRETE FLOOR SLAB SCALE : NONE PLATE DOWELS AT 24"o.c. OR 1/2" DIA. x 18" UNBONDED DOWELS AT 18"o.c. NOTES: 1. JOINTS SHALL OCCUR AT MAIN COLUMN / GRID LINES W/ 10'-0" MAX. SPACING BETWEEN JOINTS AT 4" SLABS; 12'-0" MAX. AT 5" SLABS, AND 15'-0" MAX. AT 6" SLABS. 2. SEE PLAN FOR SLAB THICKNESS 'T' AND REINFORCING SIZE AND SPACING. T = SLAB THICKNESS NOTE: THICKENING OF SLAB NOT REQUIRED FOR SLABS WITH T = 6" OR GREATER A B T t /4 SAWN OR FORMED JOINT A B SLAB REINFORCEMENT (WHERE OCCURS) SLAB REINFORCEMENT (WHERE OCCURS) TERMINATE 3" FROM EACH SIDE OF CONSTRUCTION JOINTS 'T ' 18"18" M I N . 6 " HEADED ANCHOR BOLT THREADED ROD GRADE TOP OF FOUNDATION / PIER / FOOTING NON-SHRINK GROUT - VERIFY THICKNESS BASE PLATE THICKNESS - SEE APPROPRIATE SCHEDULE OR DETAIL 1 THREAD MIN. 3" MIN. CLEAR COLUMN BOLT HEADS / NUT THICKNESS NUT THICKNESS 1" MIN. DOUBLE NUT EMBEDMENT LENGTH - SEE DETAILS FOR MIN. EMBEDMENT LENGTH V E R I F Y 4 " M I N . INTERSECTION CORNER NOTES: 1. ℓs = LAP SPLICE LENGTH -SEE REBAR LAP SCHEDULE. 2. VERTICAL BARS NOT SHOWN. 3. DETAIL IS SIMILAR AT SINGLE CURTAIN OF REINFORCING. 4. THIS DETAIL IS APPLICABLE AT ALL FOOTINGS, FOUNDATION WALLS AND MASONRY WALLS. ℓsℓs ℓs ℓs ℓs PIPE CROSSING FOOTING / FOUNDATION WALL PIPE PARALLEL TO FOOTING CONCRETE OR CMU FOUNDATION WALL (1) #5 x24" ABOVE & BELOW SLEEVE IN FOUNDATION WALLS BOTTOM OF FOOTING THICKEN FOOTING WHERE PIPE IS LESS THAN 24" BELOW BOTTOM OF FOOTING PIPE TO CLEAR SLEEVE BY 1" ALL AROUND NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING WITHIN THIS BOUNDARY 1 2 UTILITY TRENCHES BACK FILL AND COMPACT PER GEOTECHNICAL REPORT NOTE : 1. TYP. FOUNDATION WALL REINFORCING NOT SHOWN FOR CLARITY. 2. FOR OPENINGS LARGER THAN 12" IN ANY DIRECTION. SEE STRUCTURAL NOTE E-7. 3. DETAIL IS SIMILAR AT MASONRY FOUNDATION WALLS. 4. SEE TYPICAL DETAIL FOR MULTIPLE WALL PENETRATIONS. NO PIPES ALLOWED TO PASS THROUGH FTGS. OR GRADE BEAMS 4" MIN. 24" MAX. S L E E V E . 5 " S L E E V E 12"12" 18" 1 1 FOOTING OUTLINE FOOTING REINFORCING (TOP STEEL WHERE OCCURS) TYP. FOUNDATION REINFORCEMENT (2) #6 DOWELS (AT CONCRETE FOUNDATION WALLS ONLY) TYP. FOUNDATION REINFORCEMENT T = FOOTING THICKNESS H = FOOTING STEP HEIGHT 30" NOTES : 1. FOUNDATION REINFORCING NOT SHOWN FOR CLARITY. 2. SEE FOOTING SCHEDULE FOR FOOTING WIDTH AND REINFORCING SIZE AND LOCATION. ALL FOOTING REINFORCING REFERENCED IN THE SCHEDULE OR SHOWN IN THE DETAILS MUST RUN CONTINUOUS THROUGH THE FOOTING STEP. 2 x 'H' M I N .'T ' 'T ' 2 4 " M A X . (U .N .O .) 'H ' 24" 2 4 " M I N . WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES (2) 8d EACH SIDE 2x8 TOP PLATE 2x4 FLAT AT 48"o.c. DO NOT NAIL TO TRUSS 16d AT 12"o.c. STC AT 48"o.c. STAGGERED ON OPPOSITE SIDES 2x4 FLAT BLOCKING AS REQUIRED 1 " C L E A R WOOD STUDS -SEE SHEAR WALL SCHEDULE AND FRAMING NOTES SEE SHEAR WALL SCHEDULE FOR BOLTED ATTACHMENT TO FOUNDATION. PROVIDE 1/4" x 3" x 0'-3" PLATE WASHERS TYP. AT EACH ANCHOR BOLT SILL PLATE CONCRETE FOOTING OR FOUNDATION WALL - SEE PLAN FOR SIZE SIMPSON HOLDOWN - SEE PLAN. SEE HOLDOWN SCHEDULE FOR ANCHOR SIZE BOUNDARY POST PER PLAN APA RATED SHEATHING AT ALL SHEAR WALLS - SEE SCHEDULE FOR PANEL NAILING 2x BLOCKING TYP. AT ALL PANEL EDGES. INSTALL 3x BLOCKING WHERE 3x STUDS ARE REQ'D -SEE SCHEDULE ANCHORHOLDOWN SIZE SIZE MIN. EMBEDMENT DEPTH "Le" HDU2 HDU4 5/8" DIA. 5/8" DIA. 12" 12" HDU11 HDU8 1" DIA.18" 7/8" DIA.18" REINFORCING -SEE DETAIL 1/S2.3 BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S2.1 DETAILS 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : NONE S2.1 TYPICAL CONCRETE SLAB JOINTS 1 SCALE : NONE S2.1 2 TYPICAL ANCHOR BOLT EMBEDMENT DETAIL SCALE : NONE S2.1 3 TYPICAL HORIZONTAL REINFORCING DETAIL SCALE : NONE S2.1 ALLOWABLE PIPING LOCATIONS @ FOOTING DETAIL 4 SCALE : NONE S2.1 6TYPICAL STEPPED FOOTING SCALE : NONE S2.1 5TYP. NON-BEARING WALL SCALE : NONE S2.1 8TYP. HOLD DOWN DETAIL PLAN 1 NOTE: SEE DETAIL 8/S2.1 FOR TYP. HOLDOWN ANCHOR BOLT SHEARWALL (E.N.)BOUNDARY POST SEE PLAN SIMPSON HOLDOWN - SEE PLAN SHEARWALL (E.N.) 16d NAILS AT 4"o.c. 16d NAILS AT 4"o.c. PLAN 2 16d NAILS AT 4"o.c. SIMPSON HOLDOWN - SEE PLAN SHEARWALL (B.N.) WALL SHEATHING -SEE STRUCTURAL NOTES 16d NAILS AT 4"o.c. BOUNDARY POST SEE PLAN DOUBLE HOLDOWN (WHERE OCCURS) DOUBLE HOLDOWN (WHERE OCCURS) CONCRETE FOOTING - SEE SCHEDULE FOR SIZE AND REINFORCING HSS COLUMN -SEE PLAN CONCRETE PIER W/ (12) # 6 VERTICAL AND #4 TIES AT 8"o.c. W/ (2) IN TOP 5" HSS COLUMN -SEE PLAN CONCRETE ISLAND SLAB -SEE ARCH AND CIVIL BASE PLATE 1" x 15" x 1'-3" W/ (4) 1" DIA. A449 ANCHOR BOLTS W/ DOUBLE NUTS AND 12" MIN. EMBED 2 ' - 2 " 2' - 2" (3) ROWS OF (2) 5/8" DIA x 3" HEADED STUDS AT 6"o.c. -STAGGERED AND TYP. (4) SIDES SEE ARCH DEMAND CRITICAL CJP F I R S T R O W 6 " T O HSS COLUMN -SEE PLAN CONCRETE SLAB -SEE PLAN / NOTES FOR THICKNESS AND REINFORCING CONCRETE PIER 23" x 23" W/ (8) #5 VERTICAL BARS AND #3 TIES AT 8"o.c. W/ (3) IN TOP 5" CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 3/4" BASE PLATE x 11" x 0'-11" W/ (4) 3/4" DIA. HEADED ANCHOR BOLTS W/ 12" MIN. EMBED -SEE 2/S2.1 FOR MORE INFO. F O R M I N . C O V E R S E E S T R U C T U R A L N O T E S CJP 8 " HSS COLUMN -SEE PLAN 2x OR 3x BOLTED TO HSS EACH SIDE 1/2" DIA. x 3 1/2" THREADED ROD AT 16"o.c. -WELD TO HSS SECTION 'A' SILL PLATE AND ANCHOR BOLTS -SEE STRUCTURAL NOTES AND / OR SHEAR WALL SCHEDULE 3/4" BASE PLATE REQ'D x REQ'D W/ (4) 3/4" DIA. ANCHOR BOLTS W/ 8" MIN. EMBED INTO PIER 2 1 /2 " 1 1 /2 " 1 1 /2 " TOP OF PIER ELEVATION = 1'-0" BELOW TOP OF FLOOR SLAB 1 /2 " A HORIZ. REINFORCING OF FOUNDATION WALL IS TO RUN CONTINUOUS THRU THESE SECTIONS. THESE SECTIONS OF CONCRETE ARE TO BE POURED WITH THE WALL AND NOT AS A BLOCKOUT -SEE ARCH. FOR MORE INFO. S E E A R C H . TYP. 1 1/2" TYP. 1 1/2" 3" 3 " OUTSIDE CORNER NOTE: RECESS FOUNDATION WALL AS REQ'D. AT COLUMN LOCATIONS AND POUR A BLOCKOUT. SECTION 'B' T.O. FLOOR SLAB SEE ARCH 2x OR 3x BOLTED TO HSS EACH SIDE (WHERE OCCURS) HSS COLUMN AND BASE PLATE -SEE PLAN 1/2" DIA. x 3 1/2" THREADED ROD AT 16"o.c. -WELD TO HSS (WHERE OCCURS) CONCRETE BLOCKOUT (4) #5 VERTICAL BARS HOOKED INTO FOOTING 3" 3 " 3/4" BASE PLATE REQ'D. x REQ'D. W/ (4) 3/4" DIA. ANCHOR BOLTS W/ 8" MIN EMBED INTO PIER TOP OF PIER ELEVATION = 1'-0" BELOW TOP OF FLOOR SLAB REINFORCING PIER PER SECTION 'B' ABOVE NOTES: 1. WOOD STUDS NOT SHOWN FOR CLARITY. 2. BLOCKOUT AROUND COLUMN BASE PLATE COLUMN TO SET ON TOP OF PIER W/ 1-1/2" (MAX.) OF NON-SHRINK GROUT BENEATH BASE PLATE. 3. SEE ARCH FOR EXACT COLUMN LOCATIONS. B INSIDE CORNER 3 " 3" TYP. 1 1/2" MIN. 4"1 1/2" TYP. 1/2" NOTE: HORIZ. REINFORCING OF FDN WALL IS TO RUN CONTINUOUS THRU THESE SECTIONS. THESE SECTIONS OF CONCRETE ARE TO BE POURED WITH THE WALL AND NOT AS A BLOCKOUT -SEE ARCH. FOR MORE INFO. SEE ARCH. S E E A R C H . 1/2" 1 /2 " T Y P 1 1 /2 " T Y P 1 1 /2 " 3 " TYP 3 1/2"3" TYP. SEE ARCH. 1 /2 " S E E A R C H . HORIZ. REINFORCING TO RUN CONT. THRU THESE SECTIONS 1 1 /2 " T Y P #3 TIES AT 12"o.c. W/ (3) IN TOP 5" AND #3 CROSS TIES AT 12"o.c. AT MIDDLE BARS CONCRETE PIER W/ (4) #5 VERTICAL DOWELS AND #3 TIES AT 12"o.c. W/ (3) IN TOP 5" WOOD STUD WALL (WHERE OCCURS) -SEE PLAN AND SCHEDULE CONCRETE SLAB -SEE PLAN / NOTES FOR THICKNESS AND REINFORCINGDEPRESS FLOOR SLAB FOR FLOOR SYSTEM -SEE ARCH AGGREGATE BASE UNDER VAPOR RETARDER VAPOR RETARDER - SEE SPECIFICATIONS HSS COLUMN -SEE PLAN CONCRETE SLAB (EXTERIOR) 18" x 18" CONCRETE PIER W/ (14) #6 VERTICAL DOWELS AND #3 TIES AT 12"o.c. W/ (3) IN TOP 5" CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 3/4" BASE PLATE x 11" x 0'-11" W/ (4) 3/4" DIA. ANCHOR BOLTS W/ 8" EMBED 8 " F O R M I N . C O V E R S E E S T R U C T U R A L N O T E S 5" MAX. FOR FIRST (3) TIES, TYP. ALL PIERS CONCRETE SLAB (EXTERIOR, WHERE OCCURS) CONCRETE FOUNDATION WALL - SEE PLAN AND STRUCTURAL NOTES FOR SIZE AND REINFORCING CONCRETE SLAB (INTERIOR) - SEE PLAN / NOTES FOR THICKNESS AND REINFORCING #4 DOWELS AT 24"o.c. STEP CONT. TOP BARS BELOW RECESS CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 24"12" 2' - 0" 6 " VENEER AND INSULATION TO DESIGNED AND DETAILED BY OTHERS -SEE DEFERRED SUBMITTAL INFO. WALL SHEATHING -SEE STRUCTURAL NOTES SEE ARCHITECT FOR REVEAL WHERE REQ'D CONCRETE FOUNDATION WALL - SEE PLAN AND STRUCTURAL NOTES FOR SIZE AND REINFORCING REINFORCING SEE SHEAR WALL SCHEDULE OR STRUCTURAL NOTES FOR ANCHOR SIZE AND SPACING 2x REDWOOD OR PRESSURE TREATED PLATE CONCRETE SLAB -SEE PLAN / NOTES FOR THICKNESS AND REINFORCING #4 DOWELS AT 24"o.c. CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 24"12" 2' - 0" 6 " BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S2.2 DETAILS 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : NONE S2.2 1DETAIL SCALE : NONE S2.2 2TYP. CANOPY FTG. DETAIL SCALE : NONE S2.2 3DETAIL SCALE : NONE S2.2 DETAIL 4 SCALE : NONE S2.2 5DETAIL SCALE : NONE S2.2 6CONCRETE PIER SCALE : NONE S2.2 7CONCRETE FOUNDATION @ OPENING SCALE : NONE S2.2 8SECTION @ EXTERIOR TIMBER WALL VENEER AND INSULATION TO DESIGNED AND DETAILED BY OTHERS -SEE DEFERRED SUBMITTAL INFO. WALL SHEATHING -SEE STRUCTURAL NOTES SEE ARCHITECT FOR REVEAL WHERE REQ'D CONCRETE FOUNDATION WALL - SEE PLAN AND STRUCTURAL NOTES FOR SIZE AND REINFORCING REINFORCING HOLDOWN ANCHOR - SEE DETAIL 8/S2.1 2x REDWOOD OR PRESSURE TREATED PLATE CONCRETE SLAB -SEE PLAN / NOTES FOR THICKNESS AND REINFORCING #4 DOWELS AT 24"o.c. CONCRETE FOOTING - SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 24"12" 2' - 0" 6 " A SECTION A 1 1/2"1 1/2" 2 " 2 " (4) #4 BARS #3 TIES AT 8"o.c. W/ (3) IN TOP 5" ANCHOR BOLT -SEE DETAIL 8/S2.1 AT ROOF B.N. = BOUNDARY NAILING F.N. = FIELD NAILING E.N. = EDGE NAILING 4'-0" x 8'-0" TYP. SHEATHING EDGE SHEATHING JOINTS TO BE CENTERED ON JOISTS EDGE OF ROOF STAGGER JOINTS AT 4'-0"o.c. 1/8" PANEL GAP (TYP.) BLOCKING ABOVE WALL BELOW (WHERE OCCURS) E.N. TYP. B.N. TYP. F.N. TYP. OPENING SIZE KING STUDS TRIMMER STUDS DOUBLE 2x WALL TOP PLATE - SEE ROOF FRAMING NOTES CRIPPLE STUDS (WHERE OCCURS) HEADER BEAM -SEE PLAN TRIMMER STUDS - SEE SCHEDULE KING STUDS - SEE SCHEDULE SIMPSON LCE4 POST CAP -TYP. EACH SIDE UP TO 4'-0" 4'-1" TO 8'-0" (2) 2x6 (3) 2x6(3) 2x6 (2) 2x6 8'-1" TO 12'-0"(4) 2x6(4) 2x6 (2) PIECES (3) PIECES (4) PIECES (2) ROWS 12d NAILS AT 12"o.c. (2) ROWS 16d NAILS AT 12"o.c. (EACH SIDE STAGGERED) (2) ROWS 1/2" DIA. THRU BOLTS AT 24"o.c. 2 " 2 " HEADED ANCHOR BOLTS - SEE SCHEDULE FOR SIZE AND SPACING EDGE POST -SEE PLAN PLYWOOD SHEATHING - LAY LONG EDGE HORIZONTAL -SEE SCHEDULE FOR SIZE HOLDOWN -SEE SCHEDULE EDGE POST -SEE PLAN BLOCKING REQ'D AT PANEL EDGES (USE 3x BLOCKING IN WALL TYPES REQUIRING 3x STUDS AT PANEL EDGES) PLATE WASHER 1/4" x 3" x 0'-3", TYP. HOLDOWN ANCHOR -SEE DETAIL 8/S2.1 AND 1/S2.3 SOLID WOOD BLOCKING TYP. BETWEEN RAFTERS AND TRUSSES. ALL BEARING AND SHEAR WALLS NOTCH WHERE REQ'D FOR VENTILATION -SEE DETAIL 6/S2.3 AND 7/S2.3 3x STUD WALL FRAMING AND 3x BOTTOM PLATE WHERE REQ'D -SEE SCHEDULE BLOCKING TO TOP PLATE ATTACHMENT "C" -SEE SCHEDULE PANEL EDGE NAIL SPACING FIELD NAIL SPACING 2x OR 3x STUD WALL FRAMING -SEE SCHEDULE WALL TOP PLATE SOLID 2x BLOCKING BETWEEN TRUSSES AND RAFTERS. NOTCH CORNERS AS SHOWN WHERE REQ'D FOR VENTILATION ROOF SHEATHING -SEE STRUCTURAL NOTES ROOF TRUSS OR RAFTER -SEE PLAN BLOCKING TO TOP PLATE ATTACHMENT - SEE SCHEDULE NOTE: FOR DEPTHS GREATER THAN 11-1/4" USE SOLID LSL BLOCKING BETWEEN RAFTERS. ALTERNATE BLOCKING PANEL PREMANUFACTURED TRUSS BLOCKING PANEL 250lb/ft (ASD) SHEAR 2x4 FLAT TYP. (4) SIDES HALF LAP JOINT TYP. (4) PLACES15/32" CDX PLYWOOD ATTACH W/ 8d NAILS AT 4"o.c. ROOF SHEATHING -SEE STRUCTURAL NOTES TOP CHORD OF TRUSSES OVERBUILD RAFTER -SEE FRAMING NOTES FOR SIZE SIMPSON A35 EACH RAFTER SHAPED 2x12 PLATE CONT. ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES (2) 16d NAILS PER TRUSS TOP CHORD 12" SEE ARCH. ROOF SHEATHING -SEE STRUCTURAL NOTES SIMPSON A35 AT 24"o.c. B.N. -SEE STRUCTURAL NOTES PRE-MANUF. BLOCKING TYP. BETWEEN TRUSSES -SEE 7/S2.3 FOR MORE INFO. E.N. -SEE STRUCTURAL NOTES WALL SHEATHING -SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE PRE-MANUF. TRUSS -SEE PLAN AND ARCH FOR TOP AND BOTTOM CHORD CONFIGURATION SIMPSON H2.5A AT EACH TRUSS WOOD SHEAR WALL -SEE PLAN AND SCHEDULE SEE ARCH. AND TRUSS MANUF. FOR FASCIA AND SOFFIT SPECS. SEE ARCH SEE ARCH SEE ARCH SEE ARCH THREADED STUD - SEE 11/S2.3 E.N. -SEE STRUCTURAL NOTES E.N. -SEE STRUCTURAL NOTES W BEAM -SEE PLAN 3x NAILER -SEE DETAIL 11/S2.3 2x STUD FRAMING W/ SHEATHING EACH SIDE DOUBLE PLATE 2x NAILER PLATE W/ 5/8" DIA. THREADED STUDS AT 24"o.c. SIMPSON H2.5A AT EACH TRUSS SIMPSON A35 AT EACH TRUSS SIMPSON A35 AT 24"o.c. TRUSS BLOCKING BETWEEN EACH TRUSS - SEE DETAIL 7/S2.3 ROOF TRUSS -SEE PLAN SEE ARCH AND TRUSS MANUF. FOR FASCIA AND SOFFIT SPECS. E.N. -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES ROOF SHEATHING -SEE STRUCTURAL NOTES BOTTOM CHORD AXIAL LOAD -SEE TRUSS NOTE 12 ON S1.2 12" SEE ARCH ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES PRE-MANUF. TRUSS -SEE PLAN AND ARCH FOR TOP AND BOTTOM CHORD CONFIGURATION SIMPSON H8 AT EACH TRUSS W BEAM -SEE PLAN 3x NAILER PLATE W/ 3/4" DIA. COUNTERSUNK THREADED STUDS W/ AT 24"o.c. E.N. -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES WALL SHEATHING -SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE ROOF TRUSS SEE PLAN BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S2.3 DETAILS 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : NONE S2.3 1DETAIL SCALE : NONE S2.3 2TYP. SHEATHING LAYOUT SCALE : NONE S2.3 3TYP. KING AND TRIMMER LAYOUT SCALE : NONE S2.3 4 HEADER AND BEAM MEMBER CONNECTIONS SCALE : NONE S2.3 5DETAIL SCALE : NONE S2.3 6DETAIL SCALE : NONE S2.3 7TRUSS BLOCKING PANELS SCALE : NONE S2.3 8DETAIL SCALE : NONE S2.3 9DETAIL SCALE : NONE S2.3 10DETAIL SCALE : NONE S2.3 11DETAIL 12 SEE ARCH ROOF TRUSS -SEE PLAN. SEE ARCH FOR PROFILE INFO. SIMPSON HDU2 AT EACH VGT LOCATION WOOD STUD WALL -SEE PLAN AND SCHEDULE WALL SHEATHING -SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE SIMPSON VGT HOLDOWN W/ 5/8" DIA. THRU BOLTS. TYP. AT ALL CORNER LOCATIONS AND HIP TRUSS LOCATIONS ROOF SHEATHING -SEE STRUCTURAL NOTES 1/2"1 1/2"1 1/2" W BEAM -SEE PLAN CAP PLATE W/ (2) 3/4" DIA. BOLTS. 1/2" MIN. THICKNESS. WIDTH = COLUMN WIDTH + 1" MIN. LENGTH = B + 3 1/2" HSS COLUMN -SEE PLAN HSA -SEE STRUCTURAL NOTES 3/8" STIFFENER PLATE EACH SIDE 3/16 BEAM TO PLATE NAILER PLATE -SEE DETAIL 11/S2.3 2' - 0" MAX. ROOF TRUSS -SEE PLAN WOOD FRAMING -SEE FRAMING NOTES B.N. -SEE STRUCTURAL NOTES SIMPSON A35 EACH SIDE -SEE FRAMING NOTES S E E P L A N 2"4" 2 " 4 " * 2 1 /2 " WOOD BEAM -SEE PLAN 1/2" PLATE x 6 1/2" x REQ'D HSS COLUMN -SEE PLAN SEE PLAN AND REFERENCED DETAILS FOR CONSTRUCTION ABOVE 1/4" PLATE x 6" x REQ'D EACH SIDE W/ (2) 3/4" DIA. THRU BOLTS 1/2" PLATE x 12" x REQ'D WOOD STUD WALL W/ 1/2" DIA. THREADED RODS AT 16"o.c. ATTACHING WALL TO COLUMN -SEE PLAN AND STRUCTURAL NOTES 1/4 TYP. NOTE: 1. * USE 2" BOLT SPACING AT 2x MEMBERS AND ADJUST PLATE HEIGHT TO MATCH BEAM DEPTH. 2. PROVIDE BEAM WIDTH + 1/8" CLEARANCE BETWEEN SIDE PLATES. 1/4 1/2" BENT PLATE x 5" WOOD BEAM -SEE PLAN 3/8" PLATE x 4" x 0'-9 1/2" W/ (2) 3/4" DIA. THRU BOLTS 4" 9 1/2" ALTERNATE CONNECTION OPTION ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES TRUSS BLOCKING - SEE DETAIL 7/S2.3 ROOF TRUSS -SEE PLAN SIMPSON A35 AT 24"o.c. SIMPSON H8 AT EACH TRUSS (2) 10d NAILS AT EACH 2x6 BELOW WOOD STUD WALL -SEE NOTES FOR TYP. WALL FRAMING ROOF SHEATHING -SEE STRUCTURAL NOTES ROOF TRUSS TOP CHORD 2x6 AT 24"o.c. BELOW WALL NOTE: ONLY REQUIRED IF WALL NOT ALIGNED ON TRUSS SIMPSON LUS26 FACE MOUNT HANGER EACH SIDE 12" SEE ARCH. ROOF SHEATHING -SEE STRUCTURAL NOTES SIMPSON A35 AT 24"o.c. U.N.O. SEE SHEARWALL SCHEDULE FULL HEIGHT BLOCKING BETWEEN TRUSSES, TYP. -SEE 6/S2.3 AND 7/S2.3 FOR MORE INFO. E.N. -SEE STRUCTURAL NOTES WALL SHEATHING -SEE STRUCTURAL NOTES AND SHEAR WALL SCHEDULE PRE-MANUF. TRUSS -SEE PLAN AND ARCH FOR TOP AND BOTTOM CHORD CONFIGURATION SIMPSON H10A AT EACH TRUSS WOOD STUD WALL -SEE PLAN OVERBUILD -SEE 8/S2.3 AND 11/S2.3 E.N. -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES BEAM DEPTH BOLTS No. SIZE WELD 'A'COMMENTSSHEAR PLATE W BEAM - SEE PLAN SHEAR PL. - SEE SCHEDULE FACE OF COLUMN / BEAM WEB 'A' SEE SCHED. CONNECTION SCHEDULE 3 " T Y P . 1 1 /2 " T Y P . 1 1/2" 1/2" W16 x PL. 5/16" x 4"4 3/4" DIA. 1/4" BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S2.4 DETAILS 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : NONE S2.4 1DETAIL SCALE : NONE S2.4 3DETAIL SCALE : NONE S2.4 4DETAIL SCALE : NONE S2.4 6DETAIL SCALE : NONE S2.4 7DETAIL SCALE : NONE S2.4 8DETAIL SCALE : NONE S2.4 9CONNECTION SCHEDULE BEAM CONNECTION -SEE DETAIL 9/S2.4 W BEAM -SEE PLAN 5/16" STIFFENER PLATE, EACH SIDE 1/4 5/16 W BEAM -SEE PLAN CAP PLATE W/ (4) 3/4" DIA. BOLTS. THICKNESS = 1/2" MIN. WIDTH = COLUMN WIDTH + 1" MIN. LENGTH = B + 7" HSS COLUMN -SEE PLAN BEAM CONNECTION -SEE DETAIL 9/S2.4 1/2" CAP PLATE 5/16" STIFFENER PLATE EACH SIDE 3x NAILER PLATE -SEE NOTES AND 11/S2.3 SIMPSON STRAP W/ 2x FLAT BLOCKING B.N. -SEE STRUCTURAL NOTES ROOF SHEATHING -SEE STRUCTURAL NOTES FULL HEIGHT PRE-MANUF. TRUSS BLOCKING OR DRAG TRUSS -SEE 7/S2.3 FOR MORE INFO. SIMPSON RBC AT EACH BLOCK PLANSECTION OPEN FOR VENTILATION (22 1/2" LONG) BETWEEN EACH TRUSSED RAFTER. ALTERNATE SIDES OF RIDGE NOTE: RIDGE VENT NOT SHOWN 2x6 RIDGE BLOCKING 2x4 BLOCKING LAID FLAT EACH SIDE OF RIDGE TRUSSED RAFTERS AT 24"o.c. ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES 6 " 2' - 0" 12" SEE ARCH.ROOF SHEATHING -SEE STRUCTURAL NOTES SIMPSON L50 AT EACH STUD BENT AND STRAIGHT TRACK - 600T250-54 x CONT. -ATTACH TO TRUSS W/ (4) #12 WOOD SCREWS W/ WASHERS. SPLICE TRACKS AT BRACE LOCATIONS ONLY AND PER SSMA STANDARDS #10 TEK SCREW EACH FLANGE 600S162-54 KICKER AT EACH TRUSS AT 24"o.c. MAX. (6) #10 TEK SCREWS AT EACH LOCATION TRACK 600T200-54 x CONT. ATTACH TO STUDS W/ #10 TEK SCREW AT EACH FLANGE. SPLICE TRACKS AT BRACE LOCATIONS PER SSMA STANDARDS SHAPED TOP PLATE -SEE DETAIL 11/S2.3 FOR NAILER PLATE SEE DETAIL 5/S2.6 WOOD STUD WALL - SEE PLAN WALL SHEATHING -SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE WOOD BEAM -SEE ROOF FRAMING NOTES AND DETAIL 3/S2.3 PLYWOOD FILLER AS REQ'D TO MATCH WALL WIDTH L TRUSS BLOCKING AND PLATE BELOW -SEE 7/S2.3 JACK TRUSSES -INSTALL SIMPSON SUR/SUL26 HANGER AT BOTTOM CHORD AND SIMPSON LS ANGLE AT TOP CHORD -SEE TRUSS MANUF. FOR MORE INFO. TYP. JACK TRUSS W/ SIMPSON LS ANGLES TO HIP JACK AT TOP AND BOTTOM CHORD - SEE TRUSS MANUF. FOR MORE INFO. CONT. FASCIA (DO NOT SPLICE WITHIN 8'-0" -14'-0" FROM CORNER EACH WAY) TO BE DESIGNED AND PROVIDED BY TRUSS MANUF. AND COORDINATED W/ ARCH. SIMPSON SUR/SUL26 AS REQ'D. -SEE TRUSS MANUF. HIP JACK TRUSS SIMPSON HOLDOWN - SEE PLAN AND 1/S2.4 (3) MIN. 16d NAILS AT EACH TRUSS -SEE TRUSS MANUF. EQ EQ PRE-MANUF. DRAG OR GIRDER TRUSS, DESIGNED TO TRANSFER DRAG LOADS SHOWN ON PLANS -SEE PLANS AND TRUSS MANUF. FOR MORE INFO. SIMPSON STRAP MST27 STUD WALL TOP PLATE NOTE: DRAG OR GIRDER TRUSS SHALL BE A MIN. OF (2) PLY SO AS TO BE ABLE TO ATTACH STRAP PRE-MANUF. DRAG OR GIRDER TRUSS, (2) PLY MIN., DESIGNED TO TRANSFER DRAG LOADS SHOWN ON PLANS -SEE PLANS AND TRUSS MANUF. FOR MORE INFO. W BEAM -SEE PLAN. 3x TOP PLATE ATTACHED TO W BEAM PER NOTES AND DETAIL 11/S2.3HSS COLUMN -SEE PLAN NAILER PLATE TO BE CONT. OVER ENTIRE BEAM LENGTH NOTE: DRAG OR GIRDER TRUSS TO BE A MIN. OF (2) PLY SO AS TO BE ABLE TO ATTACH STRAP 5 S2.6 SIMPSON A35 AT 24"o.c. STEP TRUSS AS REQ'D BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S2.5 DETAILS 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : NONE S2.5 1DETAIL SCALE : NONE S2.5 2TYP. DETAIL SCALE : NONE S2.5 3DETAIL SCALE : NONE S2.5 4RIDGE VENTILATION DETAIL SCALE : NONE S2.5 7DETAIL SCALE : NONE S2.5 5DETAIL SCALE : NONE S2.5 6 PLAN - SCHEMATIC WOOD JACK TRUSSES AT HIP JACK TRUSS. TRUSS MANUF. TO PROVIDE ACTUAL DETAILS W/ DEFERRED SUBMITTAL SCALE : NONE S2.5 8DETAIL SCALE : NONE S2.5 9DETAIL SIMPSON 'JB' HANGER AT END OF KNEE BRACE BLOCKING (6) 16d NAILS MIN. (3) PER SIDE MIN. 2x8 BLOCKING AT KNEE BRACE LOCATION 2x6 BLOCKING BETWEEN TRUSSES -BLOCK (3) TRUSS SPACES MIN. 2x6 KNEE BRACE AT 4'-0"o.c. SIMPSON A35 AT EACH BRACE (2) 16d NAILS 2x4 x CONT. -INSTALL AT (3) EQUAL SPACES ALONG BRACE SIMPSON LUS FACE MOUNT HANGER SACRIFICIAL TOP CHORD TO MATCH DEPTH OF OUTLOOKERS -CONTRACTOR TO NOTCH AS REQ'D. AT OUTLOOKERS DOUBLE TRUSS - SEE PLAN SIMPSON H10 -INSTALL UPSIDE DOWN SIMPSON H10 AT EACH BRACE (2) 2x6 WOOD STUD WALL -SEE PLAN AND SCHEDULE ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES E.N. -SEE STRUCTURAL NOTES OUTLOOKERS -SEE PLAN SIMPSON LTP4 AT EVERY OTHER SPACETRUSS TOP CHORD ROOF TRUSS -SEE PLAN WALL SHEATHING -SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE SIMPSON A35 AT EACH BRACE16d NAILS AT 3'-0"o.c. 4 0 ° - 4 5 ° SIMPSON 'JB' HANGER AT END OF KNEE BRACE BLOCKING (6) 16d NAILS MIN. (3) PER SIDE MIN. 2x8 BLOCKING AT KNEE BRACE LOCATION 2x6 BLOCKING BETWEEN TRUSSES -BLOCK (3) TRUSS SPACES MIN. 2x6 KNEE BRACE AT 4'-0"o.c. SIMPSON A35 AT EACH BRACE (2) 16d NAILS 2x4 x CONT. -INSTALL AT (3) EQUAL SPACES ALONG BRACE SIMPSON LUS FACE MOUNT HANGER SACRIFICIAL TOP CHORD TO MATCH DEPTH OF OUTLOOKERS -CONTRACTOR TO NOTCH AS REQ'D. AT OUTLOOKERS DOUBLE TRUSS - SEE PLAN SIMPSON H10 -INSTALL UPSIDE DOWN ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES E.N. -SEE STRUCTURAL NOTES OUTLOOKERS -SEE PLAN SIMPSON LTP4 AT EVERY OTHER SPACETRUSS TOP CHORD ROOF TRUSS -SEE PLAN WALL SHEATHING -SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE SIMPSON A35 AT EACH BRACE 4 0 ° - 4 5 ° 3x PLATE SEE ARCH 1 2 " 1/4 TYP. (3) SIDES ERECTION BOLT HOLES 1/4 TYP. EACH SIDE OF THRU PLATE 3/8" PLATE x REQ'D. - TAPER AS SHOWN SEE ARCH HSS COLUMN -SEE PLAN 3x NAILER PLATE -SEE 11/S2.3 FOR ATTACHMENT 5/16" CAP PLATE 30" GIRDER TRUSS -SEE PLAN ROOF TRUSSES -SEE PLAN 3x NAILER PLATE -SEE DETAIL 11/S2.3 SEE ARCH W BEAM -SEE PLAN SEE 3/S2.6 FOR BEAM CONNECTION HSS COLUMN -SEE PLAN 1/8 1/4 2x STUD WALL -SEE 6/S2.4 FOR CONNECTION TO COLUMN SIMSON CMST14 EACH SIDE TRUSS BLOCK -SEE 11/S2.3 AND 6/S2.3 1/8 STRAP TO COLUMNA SECTION A NOTE: CONTRACTORS OPTION TO WRAP STRAP AROUND COLUMN AS SHOWN IN SECTION A. THIS IS ONLY ALLOWED IF STRAP DOES NOT CONFLICT WITH BEAM ATTACHMENT. 1/4" PLATE x 4" x 0'-6" SEE ARCH ROOF SHEATHING -SEE STRUCTURAL NOTES B.N. -SEE STRUCTURAL NOTES ROOF TRUSSES -SEE PLAN (2) TS9, WELDED TO W BEAM W BEAM -SEE PLAN HSS COLUMN -SEE PLAN TRUSS BLOCKING - SEE PLAN AND 7/S2.3 NOTE: ALIGN BLOCKING W/ CENTER OF COLUMN. 9 S2.5 BOTT PANTONE ARCHITECTS 620 24TH STREET OGDEN, UT 84401 BP-ARCHITECTS.NET P 801.394.3033 F 801.394.9064 ARW Project Number: ID REVISION NAME DATE Project Number: 1954 S2.6 DETAILS 20446 CONSTRUCTION DOCUMENTS GOLDENWEST CREDIT UNION - REXBURG BRANCH 03.30.21 SCALE : NONE S2.6 TRUSS RAKE DETAIL 1 SCALE : NONE S2.6 TRUSS RAKE DETAIL 2 SCALE : NONE S2.6 3DETAIL SCALE : NONE S2.6 4DETAIL SCALE : NONE S2.6 5DETAIL