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� <br /> • Client: <br /> SCOPE �,,.. Alexander Design <br /> DESIGN OF FRAMING AND SUPPORTS FOR A DETACHED DECK AT A SINGLE FAMILY CONTINUOUS EXTERIOR SAWN Group, Inc. <br /> RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, <br /> THE CODE, AND STANDARD INDUSTRY PRACTICE. RIM & FULL DEPTH BLOCKING 401 Lake Street East <br /> NOTES DIRECTLY OVER DROPPED BEAM Wayzata, MN <br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL FRAMING AND SUPPORTS ONLY. ALL &48" O.C. MAXIMUM SPACING <br /> ARCHITECTURAL ELEMENTS AND FINISHES ARE BY OTHERS. REFER TO HOME PLAN (PERPENDICULAR TO JOISTS) <br /> Rev Descriotion Date <br /> DRAWINGS BY ALEXANDER DESIGN GROUP, INC. FOR ALL OTHER INFORMATION NOT 1 1" ALL POSTS TO BE 6x6 <br /> NOTED ON THIS DRAWING. 7'-112" 7'-112 <br /> TREATED COLUMNS w/ <br /> 2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING SIMPSON ABU66Z POST BASE <br /> WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. &SIMPSON AC6Z POST CAPS <br /> 3. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE (OR EQUIVALENT) U.N.O. <br /> CONTRACTOR. <br /> 4. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE oo � VERIFY ALL DIMENSIONS <br /> CONTRACTOR. � M <br /> SHOWN PRIOR TO <br /> 5. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST POURING CONCRETE. <br /> HANGERS, CLIPS, POST CAPS, AND POST BASES. CONNECT MULTIPLE MEMBERS DIMENSIONS SHOWN ARE <br /> TOGETHER IN ACCORDANCE WITH THE CODE. F2 F1 :i� INTENDED TO MATCH <br /> 6. ALL OTHER FASTENERS TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). F1 � �? HOUSE PLANS.CONTACT <br /> 7. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE �� DROPPED (3)2x12 F3 N THE HANSON GROUP IF <br /> FOUNDATION. r' CONTINUOUS TREATED BEAM DISCREPANCIES ARISE. <br /> 8. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS (�3j <br /> BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES o cn EACH BEAM TO BE <br /> �' CONNECTED TO POST AT THIS <br /> MATE IALS � -��- FLUSH (2)2x12 TREATED LOCATION w/(2) ADDITIONAL <br /> CONCRETE: F'c=3000 PSI @ 28 DAYS (BY READY-MIX SUPPLIER) N BEAM ��°O SIMPSON H6 UPLIFT STRAP <br /> - in <br /> TREATED LUMBER: SYP N0.2 GRADE OR BETTER �� <br /> ALLOWABLE SOIL F3 ^� <br /> BEARING PRESSURE: 2,000 PSF (ASSUMED) F3 <br /> LOADS <br /> DECK LIVE LOAD: 40 PSF <br /> DECK DEAD LOAD: 10 PSF FASTEN JOISTS TO FLUSH BEAM <br /> GROUND SNOW LOAD: 50 PSF w/(2)SIMPSON LS90 CLIPS OR <br /> CODES 11'-4" 4'-4�" EQUIVALENT SKEWABLE FACE <br /> 2015 MINNESOTA RESIDENTIAL CODE 16 MOUNT HANGERS �he�°bY°�"�`Y`h�"h�sP�a� �P°����°���°�°"e�° <br /> was prepared by me or under my direct supervision <br /> and that I am a duty Licensed Professional Engineer <br /> BEAM TO BE CONNECTED TO underthelawso�theStateofMinnesoia, <br /> CONCRE-"E FOUNDATION w/ FASTEN JOISTS TO FLUSH � .,� <br /> SIMPSON VGT OR HTT4 TIEDOWN BEAM w/SIMPSON LUS210 s�9�ed: / ..� ' <br /> &5/"QS THREADED ROD w/ 12" FACE MOUNT HANGERS PrintName: NICk H8f1SOf1 <br /> EMBEDMFNT WET SET w/NUT OR Date: 1-18-16 u�e�SeN�mbe�: assss <br /> EPDXY GROUTED <br /> , REFEF�ENCE PLAN <br /> S� DECK FRAMING PLAN SHOWN FOR <br /> LOCATION REFERENCE ONLY <br /> CONCRETE PAD FOOTING SCHEDULE �F <br /> 3407 Kilmer Lane North <br /> MARK PIER FOOTING SIZE s�icea <br /> Plymouth,MN,55441 <br /> Tel 612-708-3572 <br /> www,h enso ng roupm n.com <br /> F1 16" DIAMETER SONOTUBE BELLED TO 18"0 x 8"THICK @ BASE <br /> Project: <br /> F2 16" DIAMETER SONOTUBE BELLED TO 30"�x 12"THICK @ BASE Yaffe Residence <br /> 3185 Casco Circle, <br /> F3 24" DIAMETER SONOTUBE FULL HEIGHT Orono, MN <br /> PIERS TO BE 60" DEEP w/ (2)#4 HOOKS INTO BELLED OUT PORTION NOTED Pf0feC1N�mbe�: 6.0�2 ^ � <br /> ABOVE Date: Januarv 18.2016 ) <br /> Sheets: t of 1 �/ <br /> � COPYRIGHT HANSON GROUP LLC 2016 <br />