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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: ALL DIMENSIONS ARE ±. GENERAL
<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 />IMPORTANT: ALL DIMENSIONS ARE ±. GENERAL CONTRACTOR TO FIELD
<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 />OVER W.R GRACE “ULTRA” SELF ADHERED ROOFING UNDERLAYMENT. IF FIELD
<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 />“ICE AND WATER SHIELD.” INSTALL AT FOLLOWING LOCATIONS; 1) ALONG
<br />EAVES EXTENDING A MINIMUM OF 36” HORIZONTALLY UP ROOF BEYOND THE
<br />INSULATED WALL LINE, 2) 36” SHEET WIDTH ALONG GABLE (RAKE) ENDS, 3) 36”
<br />SHEET WIDTH AT VALLEYS, 4) 36” SHEET WIDTH AT ROOF/WALL INTERSECTIONS,
<br />5) ALL AROUND CHIMNES, SKYLIGHTS, AND OTHER ROOF PENETRATIONS, 6)
<br />COMPLETELY AT ALL ROOFS LESS THAN 4:12 PITCH, 7) 26: SHEET AT ROOF
<br />PITCH TRANSITIONS, 8) OTHER AREAS AS REQUIRED BY CODE.
<br />- INSTALL PREFINISHED METAL DRIP FLASHING ALONG ALL EAVES AND RAKE
<br />ENDS TO HAVE MINIMUM 6” FLANGE ONTO ROOF SURFACE.
<br />- INSTALL PREFINISHED METAL VALLEY FLASHING WITH 1” V-CRIMP, 12”
<br />MINIMUM UP EACH SIDE OF VALLEYS OR WEAVE SHINGLES AT VALLEYS.
<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 />- CONFORM WITH “SMACNA” ARCHITECTURAL SHEET METAL MANUAL, LATEST
<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 />SEALED SUMP BASKET1'-0" MIN3" MIN. ABS OR PVC OR EQUIVALENT
<br />GASTIGHT PIPE (AF103.6.1)
<br />PROVIDE SPACE FOR FUTURE
<br />INSTALLATION OF A FAN (AF103.8)
<br />* MIN. 24" DIAMETER CENTERED ON
<br /> THE AXIS OF THE VENT STACK
<br />* MIN. VERTICAL DISTANCE 36"
<br />INSTALL LIVE OUTLET IN ATTIC WHERE
<br />FUT. FAN MAY BE INSTALLED (AF103.12)
<br />INSTALL LABEL READING (RADON REDUCTION
<br />SYSTEM) ON THE VENT PIPE AT EACH FLOOR
<br />AND IN ACCESSIBLE ATTICS (AF103.4.5)
<br />MIN. 6 MIL OR 3 MIL CROSS
<br />LAMINATED POLY SHALL BE
<br />LAPPED 12" AND PLACED BELOW
<br />THE SLAB AND ON TOP OF 4" MIN. SAND GAS
<br />PERMEABLE LAYER
<br />SEAL ALL JOINTS
<br />BETWEEN SLAB
<br />AND FOUND. WALL
<br />SEAL ALL FLOOR OPENINGS
<br />ALL CONTROL JOINTS, ISOLATION JOINTS,
<br />CONSTRUCTION JOINTS, AND ANY OTHER
<br />JOINTS IN CONCRETE SLABS SHALL BE
<br />SEALED WITH CAULK OR SEALANT
<br />8"X16" ROCK TRENCH
<br />(1"-1 1/2")
<br />4" PERFORATED DRAIN
<br />TILE W/FILTER FABRIC
<br />ALL PIPE JOINTS AND FITTINGS
<br />TO BE GLUED OR TRANSITION
<br />COUPLINGS
<br />INSTALL LABEL READING (RADON REDUCTION
<br />SYSTEM) ON THE VENT PIPE AT EACH FLOOR
<br />AND IN ACCESSIBLE ATTICS (AF103.4.5)
<br />PLAN SUBMITTED UNDER
<br />'ALTERNATIVE DESIGN' PER
<br />SECTION 1300.0110: SUBP 13
<br />OF THE MN. STATE BLDG. CODE
<br />PER PLAN
<br />PER PLAN
<br />PER PLAN
<br />PER PLAN
<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 />*PROVIDE SELF SEALING
<br />ASPHALT MEMBRANE (ICE
<br />SHIELD) AT ALL VALLEYS
<br />PREFINISHED METAL
<br />EDGE
<br />2 6
<br />TYPICAL EXTERIOR WALL SYSTEM
<br />(SEE ELEVATIONS FOR SIDING)
<br />GRADE
<br />GYP. BOARD
<br />POURED CONCRETE FOUNDATION
<br />WALL W/ LEDGE
<br />CONTINUOUS ROD & SEALANT
<br />ISOLATION JOINT
<br />PREFINISHED METAL FLASHING
<br />GRANULAR BASE
<br />VAPOR BARRIER
<br />4" CONCRETE SLAB
<br />WATER PROOFING
<br />PREFINISHED METAL PROTECTION
<br />SHEETING
<br />REINFORCE CONCRETE FOOTING
<br />(SEE STRUCTURAL)
<br />BUILDING PAPER
<br />ANCHOR BOLT
<br />CONTINUOUS PLATE
<br />RIGID INSULATION
<br />(R-10 MIN.)
<br />RIGID INSULATION
<br />(R-10 MIN.)
<br />5/4 DECKING
<br />FASTENED TO TAPERED FLOOR
<br />TRUSSES
<br />60 MIL. EPDM MEMBRANE
<br />3/4" T&G SHEATHING SLOPED
<br />TO END WALL
<br />PREFIN METAL FLASHING
<br />W/ CONT. HOOK STRIP
<br />EPDM FLASHING W/ FASTENING
<br />PLATE @ 12" O.C.
<br />WRAP 60 MIL EPDM MEMBRANE
<br />TO TOP OF TREATED PLYWOOD
<br />AND UP WALL 6" ABOVE DECK
<br />2X6 EXTERIOR WALL CONSTRUCTION
<br />FRAMING PER STRUCTURAL
<br />PLANS
<br />METAL DRIP
<br />EDGE
<br />LOCKED SEAM
<br />EPDM MEMBRANE - TURN
<br />DOWN PAST BLOCKING
<br />EDGE SEALANT
<br />CONTINUOUS GUTTER
<br />CONTINUOUS
<br />OPENING
<br />FLASHING TO MATCH
<br />GUTTER WRAPPED
<br />OVER EDGE OF DECK
<br />SINGLE PLY CONTINUOUS
<br />MEMBRANE WRAPPED
<br />INTO GUTTER
<br />SIDING PER ELEVATION
<br />3/4" PLYWOOD
<br />DOWN SPOUTT&G PANELED CEILING
<br />HORIZONTAL STAINLESS
<br />STEEL CABLE RAILING
<br />-TYPICAL SPACING AT 4" O.C.
<br />CONTINUOUS LEDGER BOARD SLEEPERS
<br />FLOOR JOISTS
<br />TOP OF SUBFLOOR
<br />TOP OF PLATE
<br />TOP OF DECKING
<br />CONTINUOUS METAL FLASHING
<br />ALONG ALL HORIZONTAL LEDGES
<br />-EXTEND 4" MIN. UP
<br />-TAPE TOP EDGE TO ZIP SHEATHING
<br />FLAT LP PANELS
<br />WALL SHEATHING
<br />5/4 TRIM APPLIED OVER
<br />FLAT PANELS
<br />5/4 TRIM APPLIED OVER
<br />FLAT PANELS
<br />CONTINUOUS METAL FLASHING
<br />ALONG ALL HORIZONTAL LEDGES
<br />-EXTEND 4" MIN. UP
<br />-TAPE TOP EDGE TO ZIP SHEATHING
<br />1 1/2"VARIES -SEE EXTERIOR ELEVATIONS7"
<br />1 1/2"3 1/2"1 x 41 x 41 x 4 WITH CAP FLASHING
<br />1 x 4
<br />A3.1
<br />GENERAL NOTES
<br />AND DETAILS
<br />ISSUE DATE
<br /> 52.250.1 41
<br />WINDMILLER DESIGN STUDIO
<br />.OS.IE RESIDEN&E2785 SHADYWOOD ROAD ORONO, MN 55331NOTE:
<br />WINDMILLER DESIGN STUDIO, LLC. ASSUMES NO
<br />RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL
<br />ERRORS OR OMISSIONS. WINDMILLER DESIGN STUDIO,
<br />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 />© 2024 Windmiller Design Studio.
<br />Reproduction solely by Windmiller Design Studio.
<br />5.2.24
<br />Roof Edge Detail (Typical)
<br />N.T.S.A3.1
<br />2Passive Radon Detail
<br />1/2" = 1'-0"A3.1
<br />1 Detail at Foundation (Typical)
<br />1" = 1'-0"A3.1
<br />7
<br />Detail at Foundation (Typical)
<br />1" = 1'-0"A3.1
<br />6
<br />Detail at Exterior Panels
<br />1 1/2" = 1'-0"A3.1
<br />3 Detail at Exterior Window Trim (Typical)
<br />1" = 1'-0"A3.1
<br />4 Detail at Decorative Louver
<br />1" = 1'-0"A3.1
<br />5
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