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GONGRETE WALL SCHEDULE <br />USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL <br />WALL -1 <br />. WALKOUT WALL - 8" CONCRETE WALL W/ 2" INTERIOR SLAB LEDGE AND 0' CURB @ TOP, <br />PROPOSED SURVEY <br />REINFORCED W/ #4 VERTICAL BARS @ 4-0" O.G. AND #4 HORIZONTAL BARS @ 2'-O" O.G. <br />GENERAL NOTES $ RENDERINGS <br />CONTINUOUS, CENTERED IN WALL. <br />WALL -2 <br />TRANSITION WALL - 8" CONCRETE WALL REINFORCED W/ #5 VERTICAL BARS @ 5-0" O.C. <br />LOWER LEVEL PLAN <br />AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, CENTERED IN WALL. <br />WALL -3 <br />FULL -HEIGHT BASEMENT WALL - 8" CONCRETE WALL REINFORCED W/ #6 VERTICAL BARS <br />UPPER LEVEL PLAN <br />@ 3'-0" O.G. AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, @ INSIDE FACE OF WALL. <br />ROOF PLAN <br />FULL -HEIGHT BASEMENT WALL @ ENTRY PORCH -10" CONCRETE WALL W/ 2" EXTERIOR <br />WALL -4 <br />SLAB LEDGE, REINFORCED W/ #6 VERTICAL BARS @ 3-6" O.G. AND #4 HORIZONTAL BARS <br />ELEVATIONS <br />@ 2'-0" O.G. CONTINUOUS, @ INSIDE FACE OF WALL. <br />WALL -5 <br />FULL -HEIGHT BASEMENT WALL @ GARAGE -10" CONCRETE WALL W/ 4" GARAGE SLAB <br />BUILDING SECTIONS DETAILS <br />LEDGE, REINFORCED W/ #6 VERTICAL BARS @ 5-6' O.G. AND #4 HORIZONTAL BARS <br />TYP. WALL SECTIONS <br />2'-0" O.G. CONTINUOUS, @ INSIDE FACE OF WALL. <br />WALL -6 <br />GARAGE FOUNDATION WALL @ ENTRY STOOP -10" CONCRETE WALL W/ 2" EXTERIOR <br />STRUCTURAL PLANS <br />SLAB LEDGE, 2" INTERIOR SLAB LEDGE, AND 6° CURB @ TOP, REINFORCED W/ #4 VERTICAL <br />STRUCTURAL PLANS <br />BARS @ 4'-O" O.C. AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, CENTERED IN <br />WALL. <br />WALL -7 <br />GARAGE FOUNDATION WALL - 8" CONCRETE WALL W/ 2" INTERIOR SLAB LEDGE AND 0' <br />CURB @ TOP, REINFORCED W/ #4- VERTICAL BARS @42-0" O.G. AND #4 HORIZONTAL BARS <br />@ 2'-0" O.G. CONTINUOUS, CENTERED IN WALL. <br />WALL -8 <br />EXTERIOR FOUNDATION WALL - 8" CONCRETE WALL REINFORCED W/ #4 VERTICAL BARS <br />@ 4'-0" O.G. AND #4 HORIZONTAL BARS @ 2'-0" O.C. CONTINUOUS, CENTERED IN WALL. <br />WALL -9 <br />INTERIOR CURB WALL - 4" OR G" CONCRETE CURB (OR CMU). PIN TO FOOTING W/ #4 <br />DOWELS @ 3-0" O.G. <br />CONCRETE FOOTING SCHEDULE_ <br />USE 5,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL <br />WF -1 <br />10" x l'-4" WALL FOOTING REINFORCED W/ (2) #4's CONTINUOUS <br />WF -2 <br />10" x 1'-8" WALL FOOTING REINFORCED W/ (2) #429 CONTINUOUS <br />F-1 <br />2-0" x 2'-0" x 10" PAD FOOTING REINFORCED W/ (3) #4s EACH WAY <br />F-2 <br />2-6" x 2-6" x 10" PAD FOOTING REINFORCED W/ (3) #4's EACH WAY <br />F-3 <br />3'-0" x 3'-O" x 10" PAD FOOTING REINFORCED W/ (4) #4's EACH WAY <br />Gr)NCRETE PIER SGHEDULEw <br />USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL <br />P-1 <br />12" x 12" SQ. CONCRETE PIER TO BEAR ON FOOTING, REINFORCED W/ (4) #4 VERTICAL BARS <br />P-2 <br />12'x 12" SQ. CONCRETE PILASTER REINFORCED W/ (2) #4 VERTICAL BARS @ OUTER CORNERS <br />P-3 <br />20" DIA. CONCRETE PIER TO 4'-0" DEPTH REINFORCED W/ (3) #4 VERTICAL BARS <br />P-4 <br />12" DIA. CONCRETE PIER TO 4-0" DEPTH REINFORCED W/ (2) #4 VERTICAL BARS <br />FOUNDATION WALL 8,: F0071 N O PLAN <br />1/4" =1'-O" <br />MAIN LEVEL FRAM NO PLAN <br />P-1 / <br />P-1 / F-1 <br />P-1 / F-1 <br />P-1 / F-1— L <br />5IMP50N HUG <br />( <br />SIMPSON HUG <br />SIMPSON HUC <br />*' SIMPSON HUC <br />\X/Al 1 -"7 <br />(2) 2x12 FLUSH <br />464 SECOND STREET PHONE: 952-470-9750 <br />SUITE 100 FAX: 952-767-585.9 <br />EXCELSIOR, MN 55331 info@sharrattdesign.ccm <br />SHEET INDEX <br />Sur -1 <br />EXISTING SURVEY <br />Sur -2 <br />PROPOSED SURVEY <br />AO <br />GENERAL NOTES $ RENDERINGS <br />Al <br />SITE PLAN <br />A2 <br />LOWER LEVEL PLAN <br />A3 <br />MAIN LEVEL PLAN <br />A4 <br />UPPER LEVEL PLAN <br />A5 <br />ROOF PLAN <br />A6 <br />ELEVATIONS <br />A7 <br />ELEVATIONS <br />A8 <br />BUILDING SECTIONS DETAILS <br />A9 <br />BUILDING SECTIONS DETAILS <br />A10 <br />TYP. WALL SECTIONS <br />All <br />DETAILS <br />Sl <br />STRUCTURAL PLANS <br />52 <br />STRUCTURAL PLANS <br />PIROJ EGT TEAIM <br />ARCHITECT <br />SHARRATT DESIGN $- COMPANY <br />CONTACT: MIKE SHARRATT <br />PHONE: (952) 470-9750 <br />EMAIL: mshorrott@shorrattdesign.com <br />STRUGTURAL ENGINEER <br />LAP -50N A35OGIATE5, INC. <br />CONTACT: JED LARSON <br />DELL: (763) 682-9530 <br />EMAIL: larson jed@gmall.com <br />GENERAL GONTRAGTOR <br />EVERLAST ENTERPRI5ES <br />CONTACT: JIM CLEARY <br />PHONE: (612) 868-0748 <br />EMIAL: Jm@everlastenterprlses.com <br />PROPOSED DESIGN FOR: <br />WEBBER <br />HOME <br />2635 Gosco Point Rd <br />Wayzata, MN 55301 <br />SHEET <br />I SAI NOTICE <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. <br />OG COPYRIGHT 2018 SHARRATT DESIGN <br />COMPANY LLC. <br />• <br />• <br />• <br />12/13/17 <br />12/22/17 <br />No <br />MEN <br />NEENEENNE <br />PROPOSED DESIGN FOR: <br />WEBBER <br />HOME <br />2635 Gosco Point Rd <br />Wayzata, MN 55301 <br />SHEET <br />I SAI NOTICE <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. <br />OG COPYRIGHT 2018 SHARRATT DESIGN <br />COMPANY LLC. <br />