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8' <br />- <br />9 <br />" <br />8' <br />- <br />8 <br />" <br />4'-6" <br />4'-6" <br />1'- <br />0 <br />" <br />TOP OF WALL <br />(EXISTING) <br />TYPICAL WALL CONSTRUCTION: <br />-SEE STRUCTURAL DETAILS <br />-SIDING: PER ELEVATION <br />-BUILDING PAPER <br />-1/2" EXTERIOR PLYWOOD SHEATHING <br />-2 x 8 TIMBERSTRAND LSL FRAMING @ 16" O.C. <br />-MIN. R-21 FIBERGLASS INSULATION <br />-4 MIL. POLY VAPOR BARRIER <br />-1/2" INTERIOR GYP. BOARD SMOOTH FINISH <br />PROVIDE PLYWOOD <br />BACKING FOR TV MOUNT <br />VERIFY STRUCTURAL INTEGRITY OF <br />EXISTING FOUNDATION WALL <br />FUR OUT EXTERIOR WALL W/ 2X8 <br />STUDS TO FRAME TV <br />VERTICAL METAL SIDING <br />W/ FURRING STRIPS <br />TYPICAL NEW BELOW GRADE FOUNDATION <br />CONSTRUCTION: <br />-VAPOR BARRIER CONTINUOUS UNDER SLAB <br />-2" RIGID INSULATION <br />-5" COMPACTED CLASS 5 GRAVEL BACKFILL <br />9' <br />- <br />6 <br />" <br />9'-7" <br />9'-2" <br />6'-8" <br />TOP OF PLATE <br />TOP OF PARAPET <br />VERIFY EXISTING REINFORCED <br />CONCRETE FOOTING <br />19 <br />' <br />- <br />0 <br />" <br />RISERS: 7 3/4" HIGH <br />TREADS: 11" DEEP <br />RISERS: 7 5/8" HIGH <br />TREADS: 11" DEEP <br />21 <br />' <br />- <br />0 <br />" <br />4' <br />- <br />6 <br /> <br />1 <br />/ <br />4 <br />" <br />1'- <br />0 <br />" <br />STORAGE <br />W/ ACCESS <br />DOORS <br />2'-8" <br />PLYWOOD PANELING WALL <br />(VERIFY) <br />1'- <br />0 <br />" <br />TOP OF WALL <br />(EXISTING) <br />TYPICAL WALL CONSTRUCTION: <br />-SIDING: PER ELEVATION <br />-BUILDING PAPER <br />-1/2" EXTERIOR PLYWOOD SHEATHING <br />-2 x 8 TIMBERSTRAND LSL FRAMING @ 16" O.C. <br />-MIN. R-21 FIBERGLASS INSULATION <br />-4 MIL. POLY VAPOR BARRIER <br />-1/2" INTERIOR GYP. BOARD SMOOTH FINISH <br />PROVIDE PLYWOOD <br />BACKING FOR TV MOUNT <br />VERIFY STRUCTURAL INTEGRITY OF <br />EXISTING FOUNDATION WALL <br />FUR OUT EXTERIOR WALL W/ 2X8 <br />STUDS TO FRAME TV <br />VERTICAL METAL SIDING <br />W/ FURRING STRIPS <br />TYPICAL NEW BELOW GRADE FOUNDATION <br />CONSTRUCTION: <br />-VAPOR BARRIER CONTINUOUS UNDER SLAB <br />-2" RIGID INSULATION <br />-5" COMPACTED CLASS 5 GRAVEL BACKFILL <br />TOP OF PLATE <br />TOP OF PARAPET <br />VERIFY EXISTING REINFORCED <br />CONCRETE FOOTING <br />19 <br />' <br />- <br />0 <br />" <br />8' <br />- <br />1 <br />" <br />1' <br />- <br />0 <br />" <br />11 <br />' <br />- <br />1 <br />1 <br />" <br />3' <br />- <br />8 <br />" <br />44 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />S <br />I <br />L <br />L <br /> <br />H <br />T <br />. <br />2 X 12 FLOOR JOISTS <br />BEDROOM <br />KITCHEN GAME ROOM <br />LP LAP SIDING <br />5" REVEAL <br />10 <br />' <br />- <br />0 <br />" <br />2' <br />- <br />6 <br />" <br />1' <br />- <br />2 <br />" <br />13 <br />' <br />- <br />8 <br />" <br />10 <br />' <br />- <br />7 <br />" <br />1' <br />- <br />4 <br />" <br />1' <br />- <br />0 <br />" <br />TOP OF WALL <br />(EXISTING) <br />TYPICAL WALL CONSTRUCTION: <br />-SIDING: PER ELEVATION <br />-BUILDING PAPER <br />-1/2" EXTERIOR PLYWOOD SHEATHING <br />-2 x 8 TIMBERSTRAND LSL FRAMING @ 16" O.C. <br />-MIN. R-21 FIBERGLASS INSULATION <br />-4 MIL. POLY VAPOR BARRIER <br />-1/2" INTERIOR GYP. BOARD SMOOTH FINISH <br />NEW REINFORCED FOUNDATION WALL <br />VERTICAL METAL SIDING <br />W/ FURRING STRIPS <br />TYPICAL NEW BELOW GRADE FOUNDATION <br />CONSTRUCTION: <br />-VAPOR BARRIER CONTINUOUS UNDER SLAB <br />-2" RIGID INSULATION <br />-5" COMPACTED CLASS 5 GRAVEL BACKFILL <br />TOP OF PLATE <br />TOP OF PARAPET <br />NEW REINFORCED CONCRETE <br />FOOTING <br />19 <br />' <br />- <br />0 <br />" <br />KITCHEN <br />8" <br />TOP OF WALL <br />(EXISTING) <br />VERIFY STRUCTURAL INTEGRITY OF <br />EXISTING FOUNDATION WALL <br />TOP OF PLATE <br />TOP OF PARAPET <br />VERIFY EXISTING REINFORCED <br />CONCRETE FOOTING <br />13 <br />' <br />- <br />8 <br />" <br />EXPOSED GLU LAM BEAM <br />ROOF TRUSSES <br />PLYWOOD WALLS <br />STEEL POST STEEL POST <br />10 <br />' <br />- <br />5 <br />" <br />1' <br />- <br />6 <br />" <br />3' <br />- <br />7 <br />" <br />NOTE: <br />WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL <br />OR DIMENSIONAL ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO, LLC. <br />ASSUMES NO RESPONSIBILITY FOR THE WORKMANSHIP OF THE SUB-CONTRACTORS. <br />THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES, DETAILS, <br />ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN <br />STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR POSSIBLE CORRECTION PRIOR TO <br />THE START OF CONSTRUCTION. <br />GENERAL NOTES: <br />1. Important:DOOGLPHQVLRQVDUH“*HQHUDOFRQWUDFWRUWRILHOGYHULI\DOO <br />existing site conditions prior to commencement of construction. <br />2. All dimensions to framing & exterior sheathing unless otherwise noted. <br />3. All dimensions have precedence over scaled drawings. <br />4. All structural components & connections to be engineered by supplier. <br />5. All window headers to be 2- 2x10's unless otherwise noted. <br />6. All wood abutting concrete to be treated. <br />7. All angles to be 45 degrees unless otherwise noted. <br />8. General contractor to install all products per manufacturers' <br />recommendations. <br />9. General contractor shall not commence work under this contract prior to <br />submitting proof of insurance and approval of the owner. <br />10. General contractor and his subcontractors shall obtain all required <br />permits <br />before starting the work, and obtain sign-offs upon completion of the work. <br />11. General contractor shall provide all labor, materials and services <br />necessary to complete the entire scope of work, and shall coordinate all <br />trades, material <br />delivery schedules, etc. to perform the job in the most expeditious manner. <br />12. General contractor shall be responsible for the security of all building <br />materials and fixtures during construction and providing all necessary <br />protection to existing occupied areas. <br />13. General contractor shall perform daily clean-up of the job site. <br />14. General contractor shall perform final clean-up of the site upon <br />completion of the work. <br />15. General contractor to comply with all local, state and federal codes. <br />16. The prevailing building code is the Residential Building Code (RBC) <br />17. Construction should be performed to current state of Minnesota Building <br />& energy codes and local industry standards and standard industry practices. <br />18. All windows & doors should be installed per manufacturers installation <br />requirements and the Minnesota Lath and Plaster Bureau requirements. <br />19. All weather resistive barriers should be installed per IRC Sec. R703.2 as <br />amended by the state of Minnesota rules section 1309.0707 <br />20. Engineering- All HVAC, plumbing, electrical, soils and structural <br />engineering and design shall be provided by the respective <br />subcontractor/supplier of those systems and coordinated by the general <br />contractor. Information herein shown in these regards is provided for <br />clarification of the overall project's design intent only. <br />21. Product Information- Provide samples and shop drawings for all <br />materials and fabricated items to the extent the owner has full understanding <br />of the products and/or design of. <br />22. Specifications- Contractor shall disclose to the owner and coordinate all <br />specifications of all aspects of the work that are not indicated in the drawings <br />or pre-selected by the owner. <br />Note: Verify girder or point loads with truss/joist supplier that are <br />associated with structure not indicated on plans and cannot be supported on <br />typical spread footing. Notify footing & foundation supplier prior to <br />proceeding with any work. <br />PLAN NOTES: <br />GENERAL FRAMING INFORMATION: <br />ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND THE NATIONAL <br />DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS <br />ASSOCIATION (NFPA) <br />IMPORTANT:$//',0(16,216$5(“*(1(5$/&2175$&72572),(/'9(5,)<$// <br />EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. <br />THESE PLANS INDICATED CONCEPTUAL TRUSS CONFIGURATIONS AND LOADING CONDITIONS. ALL FLOOR AND <br />ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE DESIGNED AND ENGINEERED BY THE MANUFACTURER <br />LICENSED TO PRACTICE WITHIN THE STATE OF THE PROJECT. PRIOR TO CONSTRUCTION VERIFY ALL POINT <br />LOAD AND BEARING CONDITIONS AND COORDINATE POSTS AND BEARING REQUIREMENTS WITH THE BUILDER. <br />NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM THESE PLANS. FOLLOW MANUFACTURERS <br />RECOMMENDATIONS AND REQUIREMENTS FOR AND FURNISH ALL BLOCKING, STIFFENERS, BRACING, <br />FASTENERS, HARDWARE, ETC. NECESSARY FOR INSTALLATION. <br />ALL CONVENTIONAL LUMBER TO BE HEM-FIR #2 GRADE OR BETTER. MINIMUM LVL LUMBER PROPERTIES: <br />Fb = 2,600 PSI <br />Fv = 285 PSI <br />E = 1,900,000 PSI <br />UNLESS NOTED OTHERWISE: EXTERIOR WALLS (INCLUDING GARAGE WALLS) TYPICALLY TO BE 2X6 <br />CONSTRUCTION, INTERIOR WALLS TYPICALLY TO BE 2X4, INTERIOR WALL WITH POCKET DOORS TO BE 2X6 <br />CONSTRUCTION. POCKET DOORS TO BE CUSTOM FABRICATED WITH "TIMBERSTRAND ENGINEERED FRAMING". <br />CABINET WALLS AND BALLOON FRAMED WALLS SHALL BE FRAMED WITH "TIMBERSTRAND". <br />PLAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE OF WALL SHEATHING AT EXTERIOR WALLS AND TO <br />CENTER LINES OF FACE OF STUD AT INTERIOR WALLS. <br />COLUMN SIZES SHALL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR ON- SIZE AS REQUIRED. <br />UTILIZE SQUASH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. <br />USE PRESERVATIVE TREATED COLUMNS, BEAMS, PLATES, MISC. FRAMING MEMBERS AS REQUIRED BY CODE <br />AND AS CALLED OUT IN PLANS. <br />WHERE WOOD FRAMING SIZES ARE INDICATED. MANUFACTURER TO VERIFY GRADE AND SPACING REQUIRED <br />TO MAINTAIN MINIMUM L/480 DEFLECTION. <br />ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED OTHERWISE. <br />ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE <br />DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE 12" MAXIMUM DEPTH UNLESS NOTED OTHERWISE. <br />SILL PLATES SHALL BE 2X6 MINIMUM. ANCHOR BOLTS SHALL BE 1/2" MIN. DIAMETER (U.N.O.) CAST IN PLACE <br />WITH 7" EMBED. ANCHOR BOLTS SHALL HAVE 2" DIA. X 0.125" THICK WASHERS TIGHTENED AND COUNTERSUNK <br />1/4" INTO THE TOP OF THE SILL PLATE. SPACING SHALL BE 48" O.C. WITH A MIN. OF TWO BOLTS PER PIECE WITH <br />BOLT LOCATED NO MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH PIECE. <br />AT TILED FLOOR AREAS USE MUDSET METHOD AND DEPRESS FLOOR SHEATHING SO IT IS FLUSH WITH TOP OF <br />FLOOR FRAMING (SHEATHING IN BETWEEN FRAMING MEMBERS) <br />WINDOW DESIGNATIONS ON PLANS INDICATE FRAME WIDTH X HEIGHT. VERIFY ROUGH OPENING SIZES WITH <br />WINDOW MANUFACTURER. <br />AS A MINIMUM, UNLESS SHOWN OTHERWISE ON PLANS, PROVIDE DOUBLE STUD AT ALL HEADER AND LINTEL <br />SUPPORTS (ONE FULL HEIGHT KING STUD AND ONE JACK STUD) <br />SHEATHING: <br />ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING. EACH PANEL OF SHEATHING SHALL <br />BE IDENTIFIED WITH THE APPROPRIATE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. <br />PROVIDE 1/8" SPACE AT EDGES AND ENDS OF EACH SHEET OR AS REQUIRED BY THE MANUFACTURER. <br />GRADE AND TYPE SHALL BE AS FOLLOWS: <br />ROOF SHEATHING: 40/20 APA RATED SHEATHING EXPOSURE 1 <br />EXTERIOR WALL: 24/16 APA RATED SHEATHING EXPOSURE 1 <br />FLOORS: 48/24 APA RATED SHEATHING EXPOSURE 1 (T&G) <br />5/8" MINIMUM ROOF SHEATHING TO BE ATTACHED WITH 0.113" DIAMETER NAILS AT 6" O.C.; EDGE, 12" O.C. <br />FIELD. PROVIDE 6" O.C. NAILING TO ALL MEMBERS IN LINE WITH SHEAR WALLS. EDGE FASTENERS SHOULD BE <br />PLACED 3/8" FROM PANEL EDGES AND ENDS OR AS REQUIRED BY THE MANUFACTURER. <br />3/4"MINIMUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113" DIAMETER NAILS @ 6" O.C. EDGE, <br />12" O.C. FIELD. <br />1/2" MINIMUM PLYWOOD EXTERIOR WALL SHEATHING TO BE ATTACHED WITH 0.113" DIAMETER NAILS AT 6" OC.; <br />EDGE, 12" O.C. FIELD UNLESS OTHERWISE NOTED ON PLANS. <br />INTERIOR SHEAR WALLS TO HAVE 5/8" GYPSUM SHEATHING BOTH SIDES OF WALL ATTACHED WITH 6d COOLER <br />NAILS OR WALLBOARD NAILS AT 7" O.C. EDGE, 12" O.C. FIELD UNLESS NOTED OTHERWISE ON PLANS. <br />SPLICE ALL SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR FORDES. <br />ALL SHEATHING NAILING TO BE COMMON WIRE OR GALVANIZED NAILS. <br />CONCRETE WORK: <br />DO NOT BEGIN CONCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFIED BY GENERAL <br />CONTRACTOR. <br />ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND ORDINANCES. <br />CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. <br />TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 8" MINIMUM CONCRETE REINFORCED WITH #4'S AT 24" <br />O.C. EACH WAY AT 3/4" CLEAR OF INSIDE FACE. WALLS 10" OR THICKER SHALL HAVE AN ADDITIONAL LAYER OF <br />#4'S AT 12" O.C. EACH WAY AT 3" CLEAR FROM EXTERIOR FACE. PROVIDE DOWELS TO FOOTING TO MATCH <br />MAIN VERTICAL WALL REINFORCEMENT, AND HOOK 12" INTO FOOTING AT 3" CLEAR OF BOTTOM. <br />ISSUE DATE <br />A3.0 <br />BUILDING <br />SECTIONS <br />9.1.20 <br />LE <br />W <br />I <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br />0 <br /> <br />N <br />A <br />V <br />A <br />R <br />R <br />E <br /> <br />L <br />A <br />N <br />E <br />OR <br />O <br />N <br />O <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />3 <br />9 <br />1 <br />WDS <br />9 5 2 .2 5 0 .1 9 4 1