Laserfiche WebLink
Lu <br />0 <br />PARTY ROOM <br />TOP OF <br />SUBFLR <br />10555' <br />SECTION <br />SCALE: 1/4" ■ 1' -0" <br />COPYRIGHT 2023, ALEXANDER DESIGN GROUP, INC. <br />PLAN KEYNOTES <br />NOTE - ENGINEERING PERFORMED <br />BY LAR50N ASSOCIATES, Inc. AND <br />ARE INTEGRATED INTO THE PLANS. <br />NOTE - DETAILS ARE FOR DESIGN <br />INTENT. CONTRACTOR TO FOLLOW <br />PROPER BUILDING PRACTICES, <br />FLASHING, # MANUR INSTALLATION. <br />OEXTERIOR WALL WITH 2X6 STUDS SPACED AT 16" O.C. WITH 1/2" SHEATHING PANELS <br />ATTACHED TO FRAMING WITH 8D NAILS SPACED AT 6" O.C. ALONG ALL PANEL EDGES <br />AND 12" O.C. AT THE INTERMEDIATE STUDS. <br />OINTERIOR WALL: 2X4 OR 2X6 STUDS SPACED AT 16" O.C. WITH'/" MINIMUM GYPSUM <br />BOARD SHEATHING PANELS AT BOTH SIDES OF THE WALL ATTACHED TO FRAMING <br />WITH 5D COOLER OR WALLBOARD NAILS OR SM WALLBOARD SCREWS AT 7" O.C. <br />ALONG ALL PANEL EDGES. <br />OEXTERIOR WALL WITH 2X6 STUDS SPACED AT 16" O.C. WITH 1/2" SHEATHING PANELS <br />ATTACHED TO FRAMING WITH 8D NAILS SPACED AT 4" O.C. ALONG ALL PANEL EDGES <br />AND 8" O.C. AT THE INTERMEDIATE STUDS. <br />®FLOOR TRUSSES SPACED AT 19.2" O.C. (MAXIMUM) WITH 3/4" T&G PLYWOOD <br />SHEATHING ATTACHED WITH 8D NAILS SPACED AT 6" O.C. ALONG ALL PANEL EDGES <br />AND 12" O.C. AT THE INTERMEDIATE FRAMING MEMBERS. <br />OROOF TRUSSES SPACED AT 24" O.C. (MAXIMUM) WITH 1/2" SHEATHING ATTACHED WITH <br />8D NAILS SPACED AT 6" O.C. ALONG ALL PANEL EDGES AND 12" O.C. AT THE <br />INTERMEDIATE FRAMING MEMBERS. TIE TRUSSES TO BEARING WALL WITH A SIMPSON <br />H3 TIE (OR EQUAL). <br />©SIMPSON STHD14RJ STRAP -TIE HOLDOWN EMBEDDED INTO THE CONCRETE WALL AND <br />NAILED TO THE OUTSIDE OF THE STUDS AND FLOOR TRUSS. <br />OSIMPSON STHD14 STRAP -TIE HOLDOWN EMBEDDED INTO THE CONCRETE WALL AND <br />NAILED TO THE OUTSIDE OF THE WALL STUDS. <br />®SIMPSON MSTC40 WALL STRAP NAILED TO THE OUTSIDE OF THE WALL STUDS ABOVE <br />AND BELOW THE FLOOR TRUSS. <br />OPRECAST CONCRETE PLANK PINNED TO THE SUPPORTING CONCRETE WALLS PER <br />SUPPLIER AND GROUT JOINTS. <br />Q <br />0 <br />PARTY ROOM <br />TOP OF <br />SUBFLR <br />10555' <br />CONCRETE WALL SCHEDULE (BARN): <br />USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL <br />WALL -B1 BASEMENT WALL - 12" CONCRETE WALL WITH 4" INTERIOR BEARING LEDGE AND 8" <br />CURB AT THE TOP, REINFORCED WITH #6 VERTICAL BARS AT 2'-8" O.C. AND #4 <br />HORIZONTAL BARS AT 2'-0" O.C., RUNNING CONTINUOUS, AT THE INSIDE FACE OF THE <br />WALL. <br />WALL -2 BASEMENT WALL - 14" CONCRETE WALL UP TO 4" EXTERIOR STONE/INSUL. LEDGE <br />THEN 10" CURB AT THE TOP, REINFORCED WITH #6 VERTICAL BARS AT T-0" O.C. AND #4 <br />HORIZONTAL BARS AT 2'-0" O.C., RUNNING CONTINUOUS, AT THE INSIDE FACE OF THE <br />WALL. <br />WALL -3 BASEMENT WALL - 14" CONCRETE WALL UP TO 4" EXTERIOR STONE/INSUL. LEDGE <br />THEN 10" WALL UP TO 4" PRECAST BEARING LEDGE AND 6" CURB AT THE TOP, <br />REINFORCED WITH #6 VERTICAL BARS AT T-6" O.C. AND #4 HORIZONTAL BARS AT 2'-0" <br />O.C., RUNNING CONTINUOUS, AT THE INSIDE FACE OF THE WALL. REINFORCE THE CURB <br />WITH #4 VERTICAL BARS AT 4'-0" O.C. WITH 1 - 94 HORIZONTAL BAR AT THE TOP. <br />WALL -4 BASEMENT WALL AT STAIRS - 12" CONCRETE WALL REINFORCED WITH #6 VERTICAL <br />BARS AT 2'-8" O.C. AND #5 HORIZONTAL BARS AT 16" O.C., RUNNING CONTINUOUS, AT <br />THE INSIDE FACE OF THE WALL. <br />WALL -5 BASEMENT WALL - 12" CONCRETE WALL WITH 4" PRECAST BEARING LEDGE AND 8" <br />CURB AT THE TOP, REINFORCED WITH #6 VERTICAL BARS AT 2'-8" O.C. AND #4 <br />HORIZONTAL BARS AT 2'-0" O.C., RUNNING CONTINUOUS, AT THE INSIDE FACE OF THE <br />WALL. <br />WALL -6 BASEMENT WALL - 12" CONCRETE WALL UP TO 4" EXTERIOR STONE/INSUL. LEDGE <br />THEN 8" WALL UP TO 4" PRECAST BEARING LEDGE AND 4" CURB AT THE TOP, <br />REINFORCED WITH #6 VERTICAL BARS AT 3'-6" O.C. AND #4 HORIZONTAL BARS AT 2'-0" <br />O.C., RUNNING CONTINUOUS, AT THE INSIDE FACE OF THE WALL. REINFORCE THE CURB <br />WITH #4 VERTICAL BARS AT 2'-8" O.C. WITH 1 - #4 HORIZONTAL BAR AT THE TOP. <br />WALL -7 WALKOUT WALL - 12" CONCRETE WALL WITH 2" INTERIOR SLAB LEDGE, 4" INTERIOR <br />SLAB LEDGE AND 6" CURB AT THE TOP, REINFORCED WITH #5 VERTICAL BARS AT 3'-4" <br />O.C. AND #4 HORIZONTAL BARS AT 2'-O"O.C.,-RUNNING CONTINUOUS, CENTERED IN THE <br />WALL. <br />WALL -8 INTERIOR CURB WALL - 6" CONCRETE CURB (OR CMU), VERIFY HEIGHT. PIN TO <br />FOOTING WITH #4 DOWEL AT 3'-0" O.C. <br />FOOTING SCHEDULE (BARN): <br />USE 5,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL <br />WF -1 10" X 1'-4" WALL FOOTING REINFORCED WITH 2 - #4 CONT. <br />WF -2 10" X 1'-8" WALL FOOTING REINFORCED WITH 2 - #4 CONT. <br />WF -3 12" X 2'-0" WALL FOOTING REINFORCED WITH 2 - #5 CONT. <br />WF -4 12" X 2'-8" WALL FOOTING REINFORCED WITH 3 - #5 CONT. <br />2 SECTION <br />SCALE: 1/4" ■ 1' -0" <br />GENERAL CONSTRUCTION NOTES: <br />ALL W RIOR DIMENSIONS TAKEN FROM OUTSIDE OF STUD. <br />EXTERIOR STUD OFFSET FROM FOUNDATION 1-1/2" OF FACE <br />OF FOUNDATION WHERE EXTERIOR FOUNDATION <br />INSULATION IS APPLIED, EXCEPT WHERE NOTED. <br />ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER <br />SCALED DRAWINGS. <br />ALL DIMENSIONS 4 CONDITIONS TO BE VERIFIED BY <br />GENERAL CONTRACTOR <br />ALL STRUCTURAL COMPONENTS 4 CONNECTIONS TO BE <br />ENGINEERED BY SUPPLIER <br />ALL WOW HEADERS TO BE 2-2x10 UNLESS OTHERWISE <br />NOTED. <br />ALL WOOD ABUTTING CONCRETE TO BE TREATED. <br />VERIFY ANGLES WITH FLOORPLANS (45' UNLESS <br />OTHERWISE NOTED-) <br />CONSTRUCTION SHOULD BE PERFORMED TO CURRENT <br />STATE OF MINNESOTA BUILDING 4 ENERGY CODES AND <br />TO LOCAL INDUSTRY STANDARDS 4 STANDARD <br />INDUSTRY PRACTICES. <br />ALL WINDOWS AND DOORS SHOULD BE INSTALLED PER <br />MANUFACTURES INSTALLATION REQWREMENTS <br />ALL STUCCO SHALL BE INSTALLED PER MINNESOTA LATH <br />AND PLASTER BUREAU GUIDELINES. <br />ALL WEATHER RESISTIVE BARRIERS SHALL BE <br />INSTALLED PER IRC SEC. 8103.2 AS AMENDED BY THE <br />STATE OF MINNESOTA RULES SECTION 13OW103. <br />OOF CONSTRUCTION: <br />ROOF VENTS AS REQ'D. - 1/300. <br />ASPHALT SHINGLES <br />METAL ROOF - PER MAR F. NSTALL REQUIFelENTS. <br />FELT PAPER w/ ICE 4 WATER SHIELD. <br />FULL ICE 4 WATER a ROOFS UNDER 4:12 <br />5/8" 065 ROOF SHEATHING. <br />WOOD TRUSSES a 24" OZ. - ENGINEERED BY SUPPLIER <br />BAFFLE a EACH TRUSS SPACE. <br />R-49 BLOWN -N INSULATION. <br />POLY VAPOR BARRIER - 6 MIL. <br />5/8" GYP. 5D. CEILING. <br />SOFFIT/FASCIA CONSTRUCTION: <br />HARDIE SOFFIT w/ CONT. VENTS. <br />5/4" x 10" HARDIE FASCIA BD <br />5/4" x 3" HARDIE TRIM BD <br />WALL CONSTRUCTION: <br />SIDING PER ELEVATIONS. <br />2 LAYERS GRADE "D" BUILDING PAPER <br />1/2" PLYWOOD SHEATHING. <br />2x6 STUDS a 16" OL. <br />3" SPRAY "U" FOAM INSUL 4 SEALER - R-20 MIN OR <br />FI5ER GLASS BATTS. <br />CONTINUOUS POLY VAPOR BARRIER - 6 MIL. - SEAL ALL <br />SEAMS 4 PENETRATIONS <br />1/2" GYP. 50. - TAPED, SANDED, PAINTED <br />FLOOR CONSTRUCTION: <br />FINISHED FLOOR <br />3/4" T. 4 a PLYWOOD SUBFLOOR <br />FLOOR TRUSSES (PER PLAN) a 16" OZ. UNLESS <br />OTHERWISE NOTED. <br />SPRAYED U -FOAM INSUL. a RIM R-21. <br />5/8" GYP. 50. a FINISHED AREAS. <br />FOUNDATION: <br />1/2" x 14" ANCHOR BOLTS a D'O.C. <br />2x6 LSL TREATED SILL 4 SEALER <br />8" W POURED CONC. WALLS MIN. - (SEE DETAILS 4 PLANS) <br />R-15 INSUL W/ R-10 MIN a EXTERIOR 4 SEALER OR EQUAL <br />20" x 24" CONIC. FTG. (SEE DETAILS 4 PLANS) <br />WATCHDOG WATERPROOFING OR EQUAL <br />6" GONG. SLAB <br />2" RIGID INSULATION <br />POLY VAPOR BARRIER <br />INTERIOR AND EXTERIOR DRAIN TILE TO SUMP BUCKET <br />275 EAST LAKE STREET <br />SUITE 102 <br />WAYZATA, MN 55391 <br />Phone: 952.473.8777 <br />FAX: 952.473.8222 <br />LLI <br />01 <br />- Q O <br />4 N Lu <br />N <br />LLJ N d) <br />N � � <br />LL1 <br />[K <br />z <br />0 <br />z <br />Lu <br />�o <br />�W <br />z_ <br />111 <br />N <br />111 <br />Lu <br />U <br />z <br />Lu <br />_a <br />�n <br />v/ <br />Lu <br />Y O <br />Z <br />z� <br />L r <br />3 m <br />OL <br />Lu <br />w� <br />v! <br />ro OF I <br />