|
NOTE:
<br />WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO
<br />RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL
<br />ERRORS OR OMISSIONS. WINDMILLER DESIGN
<br />STUDIO, LLC. ASSUMES NO RESPONSIBILITY FOR THE
<br />WORKMANSHIP OF THE SUB-CONTRACTORS. THE
<br />CONTRACTOR AND/OR OWNER MUST VERIFY AND
<br />CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS
<br />AND FLOOR PLANS AND NOTIFY WINDMILLER DESIGN
<br />STUDIO, LLC. OF ANY ERRORS OR OMISSIONS FOR
<br />POSSIBLE CORRECTION PRIOR TO THE START OF
<br />CONSTRUCTION.
<br />GENERAL NOTES:
<br />1. IMPORTANT $//',0(16,216$5(*(1(5$/
<br />CONTRACTOR TO FIELD VERIFY ALL EXISTING SITE
<br />CONDITIONS PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION.
<br />2. ALL DIMENSIONS TO FRAMING & EXTERIOR
<br />SHEATHING UNLESS OTHERWISE NOTED.
<br />3. ALL DIMENSIONS HAVE PRECEDENCE OVER
<br />SCALED DRAWINGS.
<br />4. ALL STRUCTURAL COMPONENTS & CONNECTIONS
<br />TO BE ENGINEERED BY SUPPLIER.
<br />5. ALL WINDOW HEADERS TO BE 2- 2X10'S UNLESS
<br />OTHERWISE NOTED.
<br />6. ALL WOOD ABUTTING CONCRETE TO BE TREATED.
<br />7. ALL ANGLES TO BE 45 DEGREES UNLESS
<br />OTHERWISE NOTED.
<br />8. GENERAL CONTRACTOR TO INSTALL ALL
<br />PRODUCTS PER MANUFACTURERS'
<br />RECOMMENDATIONS.
<br />9. GENERAL CONTRACTOR SHALL NOT COMMENCE
<br />WORK UNDER THIS CONTRACT PRIOR TO
<br />SUBMITTING PROOF OF INSURANCE AND
<br />APPROVAL OF THE OWNER.
<br />10. GENERAL CONTRACTOR AND HIS
<br />SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED
<br />PERMITS BEFORE STARTING THE WORK, AND
<br />OBTAIN SIGN-OFFS UPON COMPLETION OF THE
<br />WORK.
<br />11. GENERAL CONTRACTOR SHALL PROVIDE ALL
<br />LABOR, MATERIALS AND SERVICES NECESSARY
<br />TO COMPLETE THE ENTIRE SCOPE OF WORK, AND
<br />SHALL COORDINATE ALL TRADES, MATERIAL
<br />DELIVERY SCHEDULES, ETC. TO PERFORM THE
<br />JOB IN THE MOST EXPEDITIOUS MANNER.
<br />12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR THE SECURITY OF ALL BUILDING MATERIALS
<br />AND FIXTURES DURING CONSTRUCTION AND
<br />PROVIDING ALL NECESSARY PROTECTION TO
<br />EXISTING OCCUPIED AREAS.
<br />13. GENERAL CONTRACTOR SHALL PERFORM DAILY
<br />CLEAN-UP OF THE JOB SITE.
<br />14. GENERAL CONTRACTOR SHALL PERFORM FINAL
<br />CLEAN-UP OF THE SITE UPON COMPLETION OF
<br />THE WORK.
<br />15. GENERAL CONTRACTOR TO COMPLY WITH ALL
<br />LOCAL, STATE AND FEDERAL CODES.
<br />16. THE PREVAILING BUILDING CODE IS THE
<br />RESIDENTIAL BUILDING CODE (RBC) .
<br />17. CONSTRUCTION SHOULD BE PERFORMED TO
<br />CURRENT STATE OF MINNESOTA BUILDING &
<br />ENERGY CODES AND LOCAL INDUSTRY
<br />STANDARDS AND STANDARD INDUSTRY
<br />PRACTICES.
<br />18. ALL WINDOWS & DOORS SHOULD BE INSTALLED
<br />PER MANUFACTURERS INSTALLATION
<br />REQUIREMENTS AND THE MINNESOTA LATH AND
<br />PLASTER BUREAU REQUIREMENTS.
<br />19. ALL WEATHER RESISTIVE BARRIERS SHOULD BE
<br />INSTALLED PER IRC SEC. R703.2 AS AMENDED BY
<br />THE STATE OF MINNESOTA RULES SECTION
<br />1309.0707
<br />20. ENGINEERING- ALL HVAC, PLUMBING,
<br />ELECTRICAL, SOILS AND STRUCTURAL
<br />ENGINEERING AND DESIGN SHALL BE PROVIDED
<br />BY THE RESPECTIVE SUBCONTRACTOR/SUPPLIER
<br />OF THOSE SYSTEMS AND COORDINATED BY THE
<br />GENERAL CONTRACTOR. INFORMATION HEREIN
<br />SHOWN IN THESE REGARDS IS PROVIDED FOR
<br />CLARIFICATION OF THE OVERALL PROJECT'S
<br />DESIGN INTENT ONLY.
<br />21. PRODUCT INFORMATION- PROVIDE SAMPLES
<br />AND SHOP DRAWINGS FOR ALL MATERIALS AND
<br />FABRICATED ITEMS TO THE EXTENT THE OWNER
<br />HAS FULL UNDERSTANDING OF THE PRODUCTS
<br />AND/OR DESIGN OF.
<br />22. SPECIFICATIONS- CONTRACTOR SHALL
<br />DISCLOSE TO THE OWNER AND COORDINATE ALL
<br />SPECIFICATIONS OF ALL ASPECTS OF THE WORK
<br />THAT ARE NOT INDICATED IN THE DRAWINGS OR
<br />PRE-SELECTED BY THE OWNER.
<br />NOTE: VERIFY GIRDER OR POINT LOADS WITH
<br />TRUSS/JOIST SUPPLIER THAT ARE ASSOCIATED
<br />WITH STRUCTURE NOT INDICATED ON PLANS AND
<br />CANNOT BE SUPPORTED ON TYPICAL SPREAD
<br />FOOTING. NOTIFY FOOTING & FOUNDATION
<br />SUPPLIER PRIOR TO PROCEEDING WITH ANY
<br />WORK.
<br />PLAN NOTES:
<br />GENERAL FRAMING INFORMATION:
<br />ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL
<br />BUILDING CODES AND THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD
<br />CONSTRUCTION PUBLISHED BY THE NATIONAL FOREST PRODUCTS
<br />ASSOCIATION (NFPA)
<br />,03257$17 $//',0(16,216$5(*(1(5$/&2175$&72572),(/'
<br />VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION.
<br />THESE PLANS INDICATED CONCEPTUAL TRUSS CONFIGURATIONS AND
<br />LOADING CONDITIONS. ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE
<br />PLANS ARE TO BE DESIGNED AND ENGINEERED BY THE MANUFACTURER
<br />LICENSED TO PRACTICE WITHIN THE STATE OF THE PROJECT. PRIOR TO
<br />CONSTRUCTION VERIFY ALL POINT LOAD AND BEARING CONDITIONS AND
<br />COORDINATE POSTS AND BEARING REQUIREMENTS WITH THE BUILDER.
<br />NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM THESE PLANS.
<br />FOLLOW MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS FOR
<br />AND FURNISH ALL BLOCKING, STIFFENERS, BRACING, FASTENERS, HARDWARE,
<br />ETC. NECESSARY FOR INSTALLATION.
<br />ALL CONVENTIONAL LUMBER TO BE HEM-FIR #2 GRADE OR BETTER. MINIMUM
<br />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)
<br />TYPICALLY TO BE 2X6 CONSTRUCTION, INTERIOR WALLS TYPICALLY TO BE 2X4,
<br />INTERIOR WALL WITH POCKET DOORS TO BE 2X6 CONSTRUCTION. POCKET
<br />DOORS TO BE CUSTOM FABRICATED WITH "TIMBERSTRAND ENGINEERED
<br />FRAMING". CABINET WALLS AND BALLOON FRAMED WALLS SHALL BE FRAMED
<br />WITH "TIMBERSTRAND".
<br />PLAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE OF WALL SHEATHING AT
<br />EXTERIOR WALLS AND TO CENTER LINES OF FACE OF STUD AT INTERIOR
<br />WALLS.
<br />COLUMN SIZES SHALL NOT EXCEED CRUSHING STRENGTH OF THE PLATES
<br />THEY BEAR ON- SIZE AS REQUIRED. UTILIZE SQUASH BLOCKING OR BEAR
<br />DIRECTLY ON FOUNDATION.
<br />USE PRESERVATIVE TREATED COLUMNS, BEAMS, PLATES, MISC. FRAMING
<br />MEMBERS AS REQUIRED BY CODE AND AS CALLED OUT IN PLANS.
<br />WHERE WOOD FRAMING SIZES ARE INDICATED, MANUFACTURER TO VERIFY
<br />GRADE AND SPACING REQUIRED TO MAINTAIN MINIMUM L/480 DEFLECTION.
<br />ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS
<br />INDICATED OTHERWISE.
<br />ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE
<br />DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE 12" MAXIMUM DEPTH
<br />UNLESS NOTED OTHERWISE.
<br />SILL PLATES SHALL BE 2X6 MINIMUM. ANCHOR BOLTS SHALL BE 1/2" MIN.
<br />DIAMETER (U.N.O.) CAST IN PLACE WITH 7" EMBED. ANCHOR BOLTS SHALL
<br />HAVE 2" DIA. X 0.125" THICK WASHERS TIGHTENED AND COUNTERSUNK 1/4"
<br />INTO THE TOP OF THE SILL PLATE. SPACING SHALL BE 48" O.C. WITH A MIN. OF
<br />TWO BOLTS PER PIECE WITH BOLT LOCATED NO MORE THAN 12" OR LESS THAN
<br />4" FROM EACH END OF EACH PIECE.
<br />AT TILED FLOOR AREAS USE MUDSET METHOD AND DEPRESS FLOOR
<br />SHEATHING SO IT IS FLUSH WITH TOP OF FLOOR FRAMING (SHEATHING IN
<br />BETWEEN FRAMING MEMBERS)
<br />WINDOW DESIGNATIONS ON PLANS INDICATE FRAME WIDTH X HEIGHT. VERIFY
<br />ROUGH OPENING SIZES WITH WINDOW MANUFACTURER.
<br />AS A MINIMUM, UNLESS SHOWN OTHERWISE ON PLANS, PROVIDE DOUBLE
<br />STUD AT ALL HEADER AND LINTEL SUPPORTS (ONE FULL HEIGHT KING STUD
<br />AND ONE JACK STUD)
<br />SHEATHING:
<br />ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.
<br />EACH PANEL OF SHEATHING SHALL BE IDENTIFIED WITH THE APPROPRIATE
<br />GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.
<br />PROVIDE 1/8" SPACE AT EDGES AND ENDS OF EACH SHEET OR AS REQUIRED
<br />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
<br />AT 6" O.C.; EDGE, 12" O.C. FIELD. PROVIDE 6" O.C. NAILING TO ALL MEMBERS IN
<br />LINE WITH SHEAR WALLS. EDGE FASTENERS SHOULD BE PLACED 3/8" FROM
<br />PANEL EDGES AND ENDS OR AS REQUIRED BY THE MANUFACTURER.
<br />3/4"MINIMUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113"
<br />DIAMETER NAILS @ 6" O.C. EDGE, 12" O.C. FIELD.
<br />1/2" MINIMUM PLYWOOD EXTERIOR WALL SHEATHING TO BE ATTACHED WITH
<br />0.113" DIAMETER NAILS AT 6" OC.; EDGE, 12" O.C. FIELD UNLESS OTHERWISE
<br />NOTED ON PLANS.
<br />INTERIOR SHEAR WALLS TO HAVE 5/8" GYPSUM SHEATHING BOTH SIDES OF
<br />WALL ATTACHED WITH 6d COOLER NAILS OR WALLBOARD NAILS AT 7" O.C.
<br />EDGE, 12" O.C. FIELD UNLESS NOTED OTHERWISE ON PLANS.
<br />SPLICE ALL SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY
<br />TRANSFER SHEAR FORCES.
<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
<br />VERIFIED BY GENERAL CONTRACTOR.
<br />ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING
<br />CODES AND ORDINANCES. CONCRETE CONTRACTOR SHALL VERIFY ALL
<br />REQUIREMENTS.
<br />TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 8" MINIMUM CONCRETE
<br />REINFORCED WITH #4'S AT 24" O.C. EACH WAY AT 3/4" CLEAR OF INSIDE FACE.
<br />WALLS 10" OR THICKER SHALL HAVE AN ADDITIONAL LAYER OF #4'S AT 12" O.C.
<br />EACH WAY AT 3" CLEAR FROM EXTERIOR FACE. PROVIDE DOWELS TO FOOTING
<br />TO MATCH MAIN VERTICAL WALL REINFORCEMENT, AND HOOK 12" INTO
<br />FOOTING AT 3" CLEAR OF BOTTOM.
<br />ROOF PLAN NOTES:
<br />- TYPICAL ROOFING SYSTEM SHALL BE AS FOLLOWS: ASPHALT ROOF SHINGLES,
<br />ROOFING FELT/SELF ADHERED ROOFING UNDERLAYMENT OVER ROOF
<br />SHEATHING.
<br />- STANDING SEAM METAL ROOF SYSTEM SHALL BE AS FOLLOWS: PREFORMED
<br />STANDING SEAM METAL PANELS, RED ROSIN PAPER, ROOFING FELT/SELF
<br />ADHERED ROOFING UNDERLAYMENT OVER ROOF SHEATHING.
<br />- METAL PANS WHERE INDICATED SHALL BE FLAT SOLDERED SEAMED COPPER
<br />29(5:5*5$&(´8/75$µ6(/)$'+(5('522),1*81'(5/$<0(17,)),(/'
<br />SEAMING IS PERFORMED PLACE 2 LAYERS ROOFING FELT UNDER SEAM
<br />LOCATIONS TO PROTECT UNDERLAYMENT.
<br />- ROOFING FELT SHALL BE UL RATED 30 LB ASPHALT SATURATED ORGANIC
<br />FELT.
<br />- TYPICAL SELF ADHERED ROOFING UNDERLAYMENT SHALL BE W.R. GRACE
<br />´,&($1':$7(56+,(/'µ,167$//$7)2//2:,1*/2&$7,216 $/21*
<br />($9(6(;7(1',1*$0,1,0802)µ+25,=217$//<83522)%(<21'7+(
<br />,168/$7(':$///,1( µ6+((7:,'7+$/21**$%/( 5$.( (1'6
<br />µ6+((7:,'7+$79$//(<6 µ6+((7:,'7+$7522):$//
<br />INTERSECTIONS, 5) ALL AROUND CHIMNES, SKYLIGHTS, AND OTHER ROOF
<br />PENETRATIONS, 6) COMPLETELY AT ALL ROOFS LESS THAN 4:12 PITCH, 7) 26:
<br />SHEET AT ROOF PITCH TRANSITIONS, 8) OTHER AREAS AS REQUIRED BY CODE.
<br />- INSTALL PREFINISHED METAL DRIP FLASHING ALONG ALL EAVES AND RAKE
<br />(1'672+$9(0,1,080µ)/$1*(2172522)685)$&(
<br />,167$//35(),1,6+('0(7$/9$//(<)/$6+,1*:,7+µ9&5,03
<br />µ0,1,08083($&+6,'(2)9$//(<625:($9(6+,1*/(6$79$//(<6
<br />- INSTALL PREFINISHED METAL FLASHING AT ROOF PITCH TRANSITIONS.
<br />- INSTALL PREFINISHED METAL FLASHING ALONG ROOF/WALL INTERSECTIONS
<br />AND ALONG ROOF/CHIMNEY INTERSECTIONS.
<br />&21)250:,7+´60$&1$µ$5&+,7(&785$/6+((70(7$/0$18$//$7(67
<br />EDITION FOR ALL METAL ROOFING, FLASHING, AND ROOF PENETRATION
<br />SYSTEMS.
<br />- RIDGE VENTS TO BE HIGH PROFILE, PLASTIC TYPE, SHINGLE OVER VENT
<br />SYSTEM (COR-A-VENT V-600 SERIES OR EQUAL). INSTALL CONTINUOUSLY
<br />ALONG RIDGES.
<br />- INSTALL ROOF TO WALL VENTS (COR-A-VENT ROOF-2-WALL VENT OR EQUAL)
<br />WHERE INDICATED ON DRAWINGS.
<br />- NOT ALL ROOF PENETRATIONS ARE INDICATED ON THESE DRAWINGS.
<br />COORDINATE FLUES, DRYER VENTS, PLUMBING STACKS, ETC. AND PROVIDE
<br />ACCESSORIES AND INSTALLATION AS REQUIRED. ALL PENETRATIONS SHOULD
<br />BE PLACED ON REAR SIDE OF ROOF IF POSSIBLE. REVIEW ALL PENETRATION
<br />LOCATIONS IN FIELD WITH OWNER.
<br />IMPORTANT NOTE FOR CONTRACTORS AND
<br />SUBCONTRACTORS:
<br />1. THESE DRAWINGS ARE DESIGN DRAWINGS. THE GENERAL CONTRACTOR
<br />HAS THE RIGHT AND RESPONSIBILITY TO REVISE CONFIGURATIONS AND
<br />DETAILS DEPICTED IN THE ARCHITECT'S DESIGN DRAWINGS, AS REQUIRED,
<br />TO PROPERLY CONSTRUCT A TECHNICALLY SOUND PROJECT.
<br />2. THE GENERAL CONTRACTOR IS TO NOTIFY THE ARCHITECT WHEN DEVIATING
<br />FROM THE DESIGN INTENT.
<br />3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
<br />COVENANTS, ZONING, BUILDING, FIRE, HEATING, PLUMBING, AND
<br />ELECTRICAL CODE REQUIREMENTS.
<br />SELF SEALING
<br />ASPHALT MEMBRANE
<br />(ICE SHIELD) -FIRST
<br />(2)ROWS
<br />9" SHINGLE STARTER
<br />15 LB. ASPHALT
<br />ROOFING FELT
<br />ASPHALT SHINGLES
<br />AS SPECIFIED
<br />DETAIL AT TYPICAL ROOF EDGE
<br />1/2"=1'-0"
<br />*PROVIDE SELF SEALING
<br />ASPHALT MEMBRANE (ICE
<br />SHIELD) AT ALL VALLEYS
<br />PREFINISHED METAL
<br />EDGE
<br />ISSUE DATE
<br />952.250.1941
<br />WINDMILLERDESIGNSTUDIO.COM
<br />5.10.23 CLARK GARAGENOTE:
<br />WINDMILLER DESIGN STUDIO, LLC.
<br />ASSUMES NO RESPONSIBILITY FOR
<br />STRUCTURAL OR DIMENSIONAL
<br />ERRORS OR OMISSIONS.
<br />WINDMILLER DESIGN STUDIO, LLC.
<br />ASSUMES NO RESPONSIBILITY FOR
<br />THE WORKMANSHIP OF THE
<br />SUB-CONTRACTORS. THE
<br />CONTRACTOR AND/OR OWNER MUST
<br />VERIFY AND CHECK ALL NOTES,
<br />DETAILS, ELEVATIONS, SECTIONS
<br />AND FLOOR PLANS AND NOTIFY
<br />WINDMILLER DESIGN STUDIO, LLC. OF
<br />ANY ERRORS OR OMISSIONS FOR
<br />POSSIBLE CORRECTION PRIOR TO
<br />THE START OF CONSTRUCTION.565 Leaf Street Orono, MN 55356A3.2
<br />BUILDING
<br />DETAILS
|