|
CEILING PRYWALL TAPED
<br />TO WALL DRYWALL
<br />DRYWALL CAULKED, GLUED,
<br />or 6A51<ETEP TO TOP PLATE
<br />DRYWALL CAULKED, 6LUED,
<br />or 6A5KETE19 TO BOTTOM PLATE
<br />BOTTOM PLATE CAULKED or
<br />GASKETED TO 5UBFLOOR
<br />SPRAY FOAM INSUL.
<br />R21 MINIMUM
<br />EXTERIOR SHEATHING CAULKED,
<br />GLUED, or 6A5KETEP TO SILL PLATE
<br />TRTD SILL PLATE W/
<br />SILL SEALER/GASKET
<br />TAPED OR 5EALED JOINT @
<br />EXTERIOR SHEATHING &
<br />FOUNDATION INSULATION
<br />OPTION #I REV. 11-17-17
<br />ENVELOPE AIR 5EAL ING
<br />NOTE: 5HADED COMPONENTS DE516NATE
<br />AIR FLOW RETARDER SYSTEM
<br />I. ICE & WATER 5HIELD ALL VALLEYS
<br />ICE & WATER SHIELD 2411 UP ALL WALLS
<br />WHERE ROOF RUNS ALONG WALL
<br />* ALL SCREWS OR NAIL5 BEING
<br />DRILLED THROUGH STUCCO OR
<br />51PINO MUST BE PREDRILLED
<br />AND SEALED W/ SILICONE TO
<br />PREVENT WATER LEAKAGE
<br />* ALL SUBCONTRACTORS MUST SEAL
<br />ALL PENETRATIONS TO EXTERIOR OF
<br />HOUSE WHEN ANY HOLES ARE GUT OR
<br />PENETRATIONS ARE COMPLETED
<br />* FLASH ALL WINDOW5 AND DOOR5
<br />K16KOUT FLASHING TO BE INSTALLED
<br />BY ROOFERS
<br />2. CONTINUOUS VAPOR BARRIER AT
<br />ALL WALL FRAMING TO EXTERIOR
<br />AND ON TOP OF ALL TOP PLATES
<br />TAPE ALL VAPOR BARRIER5.
<br />FOAM ALL WIRES AND ITEM5 THAT
<br />PENETRATE VAPOR BARRIER, FOAM
<br />AROUND ALL WINDOW5 AND DOOR5.
<br />TO ATTIC.
<br />ALL CANTILEVERS, CORNERS, & RIMS
<br />TO BE COVERED W/ BLD6. PAPER
<br />PRIOR TO 51P ING.
<br />5TU660 / 5TONE ATTA6HMENT
<br />I. GALL FOR INSPECTION TO VERIFY COMPLIANCE WHEN PAPER
<br />15 COMPLETE IN ONE WINDOW AREA.
<br />2. WEATHER RE515TIVE BARRIERS:
<br />WEATHER RE51STIVE BARRIERS OVER WOOD BASED 5HEATHIN6
<br />SHALL INCLUDE 2 LAYERS OF GRADE D PAPER. NOTE TYPE
<br />15 OR 151 FELT 15 NOT GRADE D PAPER. VERTICAL JOINTS IN
<br />PAPER SHALL BE LAPPED AT LEAST 2 INCHES
<br />3. EXTERIOR OPENINGS FLASHED
<br />EXTERIOR OPENINGS SHALL BE FLA5HED. THE NAILING FLANGE
<br />ON WINPOW5 WILL NOT BE ACCEPTED FOR FLASHING UNLF-55 THE
<br />MANUFACTURERS INSTALLATION INSTRUCTIONS ARE PROVIDED ON
<br />51TE STATING THE FLANGE 15 ACCEPTABLE AS FLASHING.
<br />4. WINDOW FLAN6E5:
<br />PAPER SHALL BE INSTALLED ON THE BOTTOM AND SIDES OF WINDOW
<br />BEFORE INSTALLING WINDOW. PAPER ON THE TOP OF WINDOW SHALL
<br />GO OVER THE WINDOW FLASHING. A SECOND LAYER OF PAPER SHALL
<br />BE INSTALLED OVER THE SIDE WINDOW FLANGES
<br />5. WINDOW OPENINC75:
<br />CAULK OR TAPE WINDOW OPENINC5 TO MAKE THEM WATERPROOF.
<br />OTHER OPENINGS MUST BE CAULKED WEATHERPROOF.
<br />6. PAPER ENTIRE WALL:
<br />PAPER MUST BE INSTALLED ON THE ENTIRE WALL INCLUDING
<br />WITHIN THE SOFFIT FRAMING. ALL PAPER MUST BE IN5TALLE12
<br />SHINGLE FASHION TO DRAIN OUT.
<br />7. FLASHING:
<br />KICKOUT FLASHING 15 REQUIRED AT WALL/ROOF INTERSECTIONS
<br />WHERE THE ROOF LINE DOES NOT EXTEND PAST THE WALL.
<br />OTHER OPF-NIN65 SHALL BE FLASHED TO MAKE THEM WEATHERPROOF
<br />8. WEEP SCREED:
<br />A CORRO51ON RE515TANT WEEP SCREED WITH A MINIMUM VERTICAL
<br />ATTACHMENT FLANGE OF 3 1/2" INCHES SHALL BE PROVIDED AT OR
<br />BELOW THE FOUNDATION PLATE. THE SCREED MUST BE PLACED A
<br />MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE
<br />CONCRETE AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED
<br />WATER TO DRAIN TO THE EXTERIOR. WEEP SCREEDS MAY BE
<br />JUST BELOW THE PLATE LINE OR MAY EXTEND ONTO THE
<br />FOUNDATION, PROVIDED THERE 15 PAPER ON THE FOUNDATION.
<br />STUCCO MUST COVER, BUT NOT EXTEND BELOW, THE
<br />LATH AND PAPER
<br />DRYWALL CAULKED, GLUED,
<br />or 6A51<ETEP TO TOP PLATE
<br />EXTERIOR SHEATHING CAULKED,
<br />GLUED, or 6A51<ETEP TO TOP PLATE
<br />TAPED OR SEALED JOINTS IN
<br />EXTERIOR SHEATHING
<br />EXTERIOR SHEATHING CAULKED,
<br />6LUED, or 6A51<ETEP TO BOTTOM PLATE
<br />SPRAY FOAM INSUL.
<br />R21 MINIMUM
<br />EXTERIOR SHEATHING CAULKED,
<br />GLUED, or 6A5KETEP TO SILL PLATE
<br />TRTD SILL PLATE W/
<br />SILL SEALER/GASKET
<br />TAPED OR SEALED JOINT @
<br />EXTERIOR SHEATHING &
<br />FOUNDATION INSULATION
<br />OPTION #2 REV. 11-17-17
<br />ENVELOPE AIR 5EALING
<br />* NOTE: 5HADE12 COMPONENTS PE516NATE
<br />AIR FLOW RETARDER SYSTEM
<br />o Z
<br />INSULATE RADON PIPE @
<br />UNCONDITIONED SPACE (R-4 MIN.)
<br />FF IIII
<br />1 311 MIN. A35 OR PVC OR EQUIVALENT
<br />I GASTIGHT PIPE (AF103.6.1)
<br />PROVIDE SPACE FOR FUTURE
<br />1 I INSTALLATION OF A FAN (1303.2402.5.A)
<br />* MIN. 24" DIAMETER CENTERED ON
<br />1 I THE AX 15 OF THE VENT 5TACK
<br />PER PLAN L I j J MIN. VERTICAL DISTANCE 36"
<br />INSTALL LIVE OUTLET IN ATTIC WHERE
<br />1 FUT. FAN MAY BE INSTALLED (1303.2402.6)
<br />PER PLAN
<br />PER PLAN
<br />5EAL ALL JOINTS--.
<br />BETWEEN SLAB
<br />AND FOUND. WALL
<br />(1303.2402.4 )
<br />0
<br />411 PERFORATED DRAIN
<br />TILE W/FILTER FABRIC
<br />8"X16" ROCK TRENCH -
<br />(111-1 1/211)
<br />PLAN REVIEW AND INSPECTION ISSUES
<br />This list of items may be helpful for Plan Reviewers and Building Inspectors to
<br />use as a guide for enforcing the Minnesota Energy Code. The items apply to
<br />IRC, one- and two-family residential dwellings.
<br />*
<br />The items marked with apply only to detached one- and two-family residential
<br />dwellings.
<br />PLAN REVIEW ISSUES
<br />FOUNDATION INSULATION
<br />❑ exterior foundation wall insulation R-10 minimum
<br />❑ foundation insulation extends from the top of the wall down to top of the
<br />footing
<br />❑ exterior foundation insylation is covered protective product from top of
<br />exposed insulation to 61 below grade level
<br />CONCRETE SLAB OR UNPER-5LAB INSULATION
<br />❑ slab on grade perimeter insulation R-10 minimum
<br />❑ slab insulation extends from top of slab to design frost line or top of
<br />footing
<br />❑ floors over unheated space R-38 minimum
<br />WINDOWS / POOR5 / SKYLIGHTS
<br />❑ average U -value is 0.32 maximum for windows and glass doors
<br />❑ average U -value is 0.55 maximum for skylights
<br />❑ window U -value consistent with Energy Compliance Certificate
<br />MECHANICAL VENTILATION ISSUES
<br />❑ residential mechanical ventilation system provides adequate ventilation
<br />per code requirements*
<br />❑ furnace efficiency is consistent with Energy Compliance Certificate
<br />❑ protection against excessive depressurization is installed per code
<br />requirements*
<br />ENVELOPE INSULATION FOR PLAN REVIEW
<br />❑ interior basement insulation of R-5 minimum & R- I I maximum unless closed
<br />cell spray insulation. see R402.2.8 exception to remove interior insulation.
<br />❑ ceilings with attics R-49 minimum. Roof /ceiling assemblies must have a
<br />minimum 61
<br />energy heel. R-38 will be allowed when full height of
<br />uncompressed R-38 extends over the exterior wall top plate at eaves
<br />❑ wood framed wall insulation of R-20 or R-13 + R-5. R-13 refers to wall
<br />cavity insulation, R-5 refers to continuous insulation
<br />IN5PE6T10N I55UE5
<br />CONGEALED INSULATION
<br />FRAMING AND 5HEATHIN6
<br />❑ wind wash barrier installed at attic edge
<br />❑ exterior wall corners framed so that insulation can be installed
<br />after exterior sheathing is installed
<br />❑ intersections of interior partition walls and exterior walls are
<br />framed so that insulation can be installed between the partition
<br />and exterior sheathing after exterior sheathing is installed
<br />❑ gaps between framing less than one-half inch are eliminated by
<br />securing framing together or are insulated at the time of
<br />assembly
<br />❑ all penetrations between conditioned and unconditioned spaces
<br />made prior to framing inspection are sealed
<br />❑ windows must be insulated and sealed at installation
<br />INTERIOR AIR BARRIER
<br />❑ all fire stops are air sealed
<br />❑ pipes, ducts, wires, equipment and flues and chimneys through
<br />the interior air barrier are sealed
<br />❑ a sealed continuous interior air barrier is installed on the warm
<br />side of the building envelope at ceilings, walls, and floor rim
<br />joist areas*
<br />❑ air barrier behind tub and shower is sealed and protected
<br />❑ recessed light fixtures are sealed
<br />ENVELOPE INSULATION
<br />❑ total basement wall insulation is R-15 minimum, minimum R-10 at exterior
<br />❑ wind wash barrier on wall separating house and garage is sealed
<br />❑ loose fill insulation is prevented from entering the eaves
<br />❑ insulation on skylight shafts and walls exposed in attics is
<br />supported on the unconditioned side
<br />ATTIC INSULATION
<br />❑ attic access panel insulated to R-38 minimum for ceiling panel and
<br />R-21 minimum for wall panel
<br />❑ attic card attached to framing near access opening
<br />❑ notification of attic R -value and date of installation posted near
<br />building permit inspection card
<br />PER PLAN r------ I
<br />INSTALL LABEL READING (RADON REDUCTION
<br />SYSTEM) ON THE VENT PIPE AT EACH FLOOR
<br />AND IN ACCE55113LE ATTICS (1303.2402.5.15)
<br />ALL PIPE JOINTS AND FITTINGS
<br />TO BE GLUED OR TRAN51TION
<br />60UPL ING5
<br />SEAL ALL FLOOR OPENINGS
<br />INSTALL LABEL READING (RADON REDUCTION
<br />SYSTEM) ON THE VENT PIPE AT EACH FLOOR
<br />AND IN AC6E551131-E ATTICS (1303.2402.5.E)
<br />ALL CONTROL JOINTS, 150LATION JOINTS,
<br />CONSTRUCTION JOINTS, AND ANY OTHER
<br />JOINTS IN CONCRETE 5LA135 SHALL BE
<br />5EALE12 WITH CAULK OR 56ALANT
<br />SEAL ALL SLAB
<br />OPEN IN65
<br />(1303.2402.4 )
<br />SEALED 5UMP BASKET
<br />WATER 1215CHARC6 PIPE W/
<br />BACKFLOW PREVENTER INSTALLED
<br />MIN. 6 MIL CRO55
<br />LAMINATED POLY SHALL BE
<br />LAPPED 1211 AND PLACED BELOW
<br />THE 5LA13 AND ON TOP OF 4" MIN. 5AND 6A5
<br />PERMEABLE LAYER
<br />PA551VE RADON DETAIL
<br />SCALE: 1/4" = 11-011
<br />RAISE GONG. FLOOR
<br />TO TOP OF 5TEM WALL
<br />DRAIN TILE
<br />R-10 FOUNDATION IN5UL.--,,,,
<br />POURED CONCRETE
<br />FOUNDATION PER PLAN
<br />SEE SECTION FOR ICE & WATER 5HIELD
<br />WALL INFO
<br />SEE SECTION FOR
<br />5UBFLOOR INFO LEDGER FLASHING 703.4
<br />DECK INC PER PLAN
<br />FLOOR
<br />TRU55 TRTD J5T5 PER PLAN
<br />PER TRTD DECK LEDGER
<br />PLAN
<br />\,1/2" HOT -PIPPED
<br />R-21 SPRAY FOAM INSUL. GALVANIZED LAG SCREW OR
<br />THRU-13OLT AND WASHERS,
<br />5TAGGERED
<br />NOTE:
<br />INSTALL ICE & WATER SHIELD (MIN. 3611 WIDE) BEHIND DECK RIM
<br />PRE DRILL DECK RIM & FILL HOLES W/ 51LICONE
<br />USE LAG SCREWS OR BOLTS TO ATTACH
<br />MINIMUM OF 6" OF FLA5HIN6 I1\15TALLED OVER DECK RIM
<br />51LICONE THREE EDGES OF DECK RIM TO ICE & WATER SHIELD
<br />RIM DETAIL @ DECK
<br />SECTION VIEW PERPENDICULAR
<br />* SEE ALSO PARALLEL
<br />RIM DETAIL FOR HOLD DOWN OR
<br />ADDITIONAL BLOCKING 5IMILAR TEN51ON
<br />DEV ICE
<br />DECK J015T
<br />PER PLAN
<br />I
<br />DOUBLE FULL DEPTH LVL
<br />1/2" PLYWOOD 514EATHIN6RIM BD. VERIFY W/ FLUSH
<br />W/ 50LIP BLOCKING HEADER5 IF SHOWN ON
<br />BEHIND OR MICROLAM PLAN
<br />NAILED TO SIDE OF TRU55
<br />@ HOLD DOWN
<br />* HOLD DOWN TENSION DEVICE MUST BE INSTALLED
<br />IN NOT LE55 THAN TWO LOCATIONS PER DECK
<br />* EACH LOCATION MUST HAVE AN ALLOWABLE STRESS
<br />DE516N CAPACITY OF NOT LESS THAN (1) 1,500 POUNDS
<br />OR (2) 750 POUND5
<br />RIM DETAIL@DECK
<br />SECTION VIEW PERPENDICULAR FIGURE 507.9.2 MODIFIED
<br />FOR FLOOR TRUSS
<br />SEE SECTION
<br />SHEATHING ALIGNS
<br />W/ FOUNDATION
<br />2X6 TRTD PLATE
<br />W/ I /211x 1211 A.B. @ 32" OG
<br />SILL SEALER
<br />NOTE: EXTERIOR
<br />WATERPROOFING 15 NOT
<br />REQUIRED HERE IF 6LO5E12
<br />CELL INSULATION SEALS THE
<br />SILL PLATE AND TOP OF
<br />FOUNDATION WALL
<br />z
<br />GRADE
<br />EXT. WATERPROOF COATING
<br />FROM TOP OF FOOTING TO TOP
<br />OF INTERIOR WALL EDGE
<br />REV. 12-23-19
<br />WALKOUT WALL DETAIL
<br />• FOUNDATION WALL IN LINE WITH SHEATHING ABOVE
<br />• PROVIDE ADDITIONAL BLOCKING AT POINT LOADS
<br />SEE SECTION FOR
<br />DECK LEDGER CONNECTION TO BAND J015T
<br />>
<br />WALL INFO
<br />DECK LIVE LOAD = 40psf, DECK DEAD LDAP = I0psf
<br />o
<br />SEE SECTION FOR
<br />5U13FLOOR INFO
<br />ICE & WATER 5HIELD
<br />2X10 RIBBON
<br />Lo z n
<br />if)CD 0
<br />TABLE R507.9.1.3(1)RE5I12ENTIAL
<br />DECK J015T SPAN CONNECTION DETAIL
<br />LEP6ER FLASHING 703.4
<br />6 & LE55
<br />61-111 TO 8
<br />81-111 TO 101
<br />101-111 TO 12
<br />12'-1" TO 14
<br />141-111 TO I6
<br />16'- 1 TO I8
<br />w
<br />FLOOR TRU55 PER PLAN
<br />DECKING PER PLAN
<br />1/2" DIAMETER LA6 SCREWS
<br />W/ 1/2" MAX 5HEATHING°'`
<br />II
<br />30 O.G.
<br />II
<br />23 O.G.
<br />II
<br />18 D.G.
<br />II
<br />15 O.G.
<br />II
<br />I3 O.G.
<br />II
<br />I I D.G.
<br />II
<br />10 O.G.
<br />z
<br />C) w
<br />LL
<br />PLAN W/ DOUBLE
<br />ETRTD J5T5 PER PLAN
<br />z
<br />VERTICAL -ENP -WEBS
<br />7
<br />TRTD DECK LEDGER
<br />1/2" DIAMETER BOLT5 W/
<br />I /2" MAX. SHEATHING`
<br />"
<br />36 O.G.
<br />"
<br />36 O.G.
<br />"
<br />34 O.G.
<br />"
<br />29 O.G.
<br />"
<br />24 O.G.
<br />"
<br />21 O.G.
<br />"
<br />I9 O.G.
<br />a 0Q0
<br />Z J
<br />R-21 SPRAY FOAM IN5UL.
<br />(1 m z ..
<br />I/211 HOT-DIPPEP
<br />SCREW OR
<br />1/2" DIAMETER BOLT5 W/ I" MAX
<br />SHEATHING°
<br />1I
<br />36 O.G.
<br />I1
<br />36 O.G.
<br />I1
<br />29 O.G.
<br />1I
<br />24 O.G.
<br />I1
<br />21 O.G.
<br />1I
<br />18 O.G.
<br />1I
<br />16 O.G.
<br />� a
<br />o Q w
<br />GALVANIZED LAG
<br />THRU-13OLT AND WA5HER5,
<br />FOR SI I �� =25.4 MM, I FOOT =304.8 MM. I POUND
<br />PER SQUARE FOOT = 0.0479 KPA
<br />w
<br />w J
<br />NOTE
<br />STAGGERED
<br />A. LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION 703.4 TO PREVENT WATER FROM CONTACTING THE HOU56 BANG JOIST
<br />0
<br />11
<br />INSTALL ICE & WATER 5HIELD (MIN. 36 WIDE) BEHIND DECK RIM
<br />B. THE TIP OF THE LAG 56REW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST.
<br />C/'
<br />PRE DRILL DECK RIM & FILL HOLES
<br />W/ SILICONE
<br />G. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER
<br />w
<br />06
<br />USE LAG SCREWS OR BOLTS TO ATTACH
<br />D. SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, 6YP5UM BOARD OR FIBERBOARD, LUMBER, OR FOAM 5HEATHING.
<br />Z o
<br />MINIMUM OF 6" OF FLASHING INSTALLED
<br />OVER DECK RIM
<br />UP TO I" THICKNESS OF 5TACKED WASHERS SHALL BE PERMITTED TO 5UI35TITUTE FOR UP TO I" OF ALLOWABLE 5HEATHING
<br />, '0
<br />SILICONE THREE EDGES OF DECK RIM TO ICE & WATER 5HIEL12
<br />THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER 5HEATHING.U)
<br />0 0
<br />RIM DETAIL
<br />@ DECK
<br />TABLE R507.9.1.3(2)
<br />PLACEMENT OF LAG SCREWS &BOLTS IN DECK LEDGERS &BAND JOISTS
<br />Z o
<br />SECTION PARALLEL
<br />TOP EDGEBOTTOM EDGE ENDS ROW SPACING
<br />n- 00
<br />Z
<br />VIEW
<br />LEDGER
<br />2 INCHES (D) 1/4 INCH 2 INCH (B) 15/8 INCH (B)
<br />01)
<br />FLOOR SHEATHING
<br />FLOOR TRU55 RIBBON
<br />3/4 INCH 2 INCH 2 INCH (B) 15/8 INCH (B)
<br />ZJ��°
<br />m
<br />NAILING AT 611 MAX.
<br />FOR 51; I"=25.4 MM
<br />Q
<br />D.G. TO TRU55 WITH
<br />HOLD DOWN OR
<br />5IMILAR TEN51ON
<br />A. LAG SCREWS AND BOLT5 SHALL BE 5TAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN
<br />J o m 0
<br />d rn Ld
<br />HOLD DOWN
<br />ACCORDANCE WITH FIGURE R507.2.1(1)
<br />Of
<br />DEVICE
<br />B. MAXIMUM 5 INCHES
<br />v
<br />G. EXCLUDED NO ENGINEERED WOOD PRODUCT RIM USED
<br />FLOOR
<br />DECK JOIST
<br />D. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLT5 TO THE TOP EDGE OF THE LEDGER SHALL BE IN ACCORDANCE
<br />TRUSS PER
<br />PER PLAN
<br />WITH FIGURE 13507.2.1(I)
<br />PLAN
<br />l�J
<br />FIGURE R507.9.1.3(l)TABLE
<br />R507.7
<br />1/2" PLYWOOD 5HEATHIN6
<br />2" 5PACIN6PACIN65PACIN65PACIN6SPACIN65PACIN651PACING 5eACIN65PACIN6 AGING
<br />DECKING MATERIAL MAXIMUM ON -CENTER J015T SPACING
<br />W/ 5OL ID BLOCK ING
<br />MIN.
<br />_ z
<br />- -i
<br />1- - - - - 77--
<br />r
<br />TYPE & NOM. 51ZE PERP. TO J5T5 DIAGONAL TO J5T51-Do
<br />BEHIND OR MICROLAM
<br />c �
<br />u n n
<br />5/4 THICK WOOD I6 12@
<br />NAILED TO SIDE OF TRU55
<br />HOLD DOWN
<br />_ -_t
<br />I I I
<br />-t 4-
<br />L_
<br />I I
<br />I I I 11
<br />� 1
<br />2" THICK WOOD 24'1 16'1
<br />*
<br />' '
<br />PLA5TIC COMP051TE IN ACCORDANCE WITH 507.2
<br />z
<br />HOLD DOWN TENSION DEVICE MUST BE IN5TALLED
<br />IN NOT LE55 THAN TWO LOCATIONS PER DECK
<br />a - LAG SCREW I ILEvGE 1 -t- I 1
<br />_ _ _ _1 _ LOR BOLT _ _L J 5PLICE _ _ L 1 TRU55 _ _ L_ LRIBBON _ _J _ i_ _ _ _
<br />a. MAXIMUM ANGLE OF 45 DEGREES FROM PERPENDICULAR
<br />�3 W
<br />* EACH LOCATION MUST HAVE AN ALLOWABLE 5TRE55
<br />FOR WOOD DECK BOARDS
<br />�0 W
<br />DESIGN CAPACITY OF NOT LE55 THAN
<br />(1) 1,500 POUNDS
<br />DECK CONNECTION NOTES
<br />o
<br />OR (2) 750 POUND5
<br />O
<br />RIM DETAIL
<br />@DECK
<br />A. TABLES & FIGURE HAVE BEEN MODIFIED FROM CODE
<br />BOOK TO REFLECT FLOOR TRU55 6ONDITION5 WITH 2X10
<br />Q
<br />SECTION VIEW PARALLEL
<br />FIGURE 507,9,2 MODIFIED
<br />RIBBON WITH TREATED 2X10 DECK RIM
<br />z d
<br />FOR FLOOR TRU55
<br />d
<br />CL W��
<br />C :>
<br />SEE SECTION
<br />---SEE
<br />Q
<br />0
<br />�no
<br />515E SECTION FORo
<br />5HEATHIN6 AL16NS W/
<br />D z v
<br />5UBFLOOR INFO
<br />FOUNDATION INSULATION
<br />z
<br />SEE SECTION
<br />2X8 TRTD PLATE
<br />W/ 1 /2"x 12" A.B. @ 32" Or-
<br />SILL
<br />GSILL SEALER
<br />VERIFY 2x BLOCK ING -
<br />1/2" GYP. BD. @ - -
<br />FIN. AREAS
<br />FURRING 5TU125
<br />PER PLAN
<br />R-5 INSUL. OR-------
<br />I"
<br />R-_I" AIRSPACE
<br />POURED CONCRETE'
<br />FOUNDATION PER PLAN
<br />5HEATHIN6 ALIGNS W/
<br />FOUNDATION INSULATION
<br />NOTE: EXTERIOR WATERPROOFING
<br />15 NOT REQUIRED HERE IF
<br />CLOSED CELL INSULATION SEALS
<br />THE SILL PLATE AND TOP OF
<br />FOUNDATION WALL
<br />H4.. 'I UP TO I J" PLATE OVERHANG
<br />H -FE
<br />GRADE
<br />z_ ABOVE GRADE INSUL. PROTECTION
<br />2
<br />11 :E TO EXTEND 611 BELOW GRADE
<br />111 -
<br />EXT. WATERPROOF COATING
<br />��FROM TOP OF FOOTING TO TOP
<br />Ol` INTERIOR WALL E126E
<br />R-10 FOUNDATION IN5UL.
<br />NON DRAINING EXTERIOR
<br />�FOUNPATION INSULATION PROVIDE
<br />6 MILL POLY SLIP SHEET PER
<br />R402.1.1.3
<br />REV. 12-23-19
<br />FOUNDATION WALL DETAIL
<br />• FOUNDATION WALL HELD IN 2" FROM SHEATHING ABOVE
<br />• PROVIDE ADDITIONAL BLOCKING AT POINT LOAD5
<br />• SEE R402.2,8 EXCEPTION TO REMOVE INTERIOR INSULATION
<br />(CALCULATIONS TO BE DONE BY OTHERS)
<br />• UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED
<br />• MAX INTERIOR FOUND. INSULATION R -I1
<br />• AT NO FURRING AREAS (UNPROTECTED) PROVIDE FOIL FACED
<br />INTERIOR INSULATION
<br />FLOOR) 2x RIBBON PER
<br />TRU55 PER TRU55 MANUF.
<br />PLAN
<br />R-21 RIM-�
<br />INSULATION
<br />2X8 TRTD PLATE
<br />W/1/2"xl2" A.B. @ 32" OG
<br />SILL 56ALF-R
<br />1/2" GYP. BD. @ -
<br />FIN. AREAS
<br />FURRING 5TUD5
<br />PER PLAN
<br />R-5 INSUL. OR ------
<br />I" AIRSPACE
<br />POURED CONCRETE"
<br />FOUNDATION PER PLAN
<br />CANTILEVER FLOOR
<br />TRU55E5 1 1/2"
<br />NOTE: EXTERIOR WATERPROOFING 15
<br />NOT REQUIRED HERE IF CLO5E0 CELL
<br />INSULATION SEALS THE SILL PLATE
<br />AND TOP OF FOUNDATION WALL
<br />UP TO I J" PLATE OVERHANG
<br />- INSULATION PROTECTION
<br />-R-10 FOUNDATION IN5UL.
<br />GONG. 5LA13 PER PLAN
<br />z_
<br />:E PROVIDE INSULATION PROTECTION
<br />:o AT NO 5LA13 CONDITION5
<br />EXT. WATERPROOF COATING
<br />1FROM TOP OF FOOTING TO TOP
<br />OF INTERIOR WALL EDGE
<br />R-10 FOUNDATION INSUL.
<br />NON DRAINING EXTERIOR
<br />FOUNDATION INSULATION PROVIDE
<br />6 MILL POLY SLIP SHEET PER
<br />FR402.1.1.3
<br />REV. 12-23-19
<br />FULL FOUNDATION WALL DETAIL
<br />• FOUNDATION WALL HELD IN 2" FROM SHEATHING ABOVE
<br />• PROVIDE ADDITIONAL BLOCKING AT POINT LOAD5
<br />• SEE R402.2.8 EXCEPTION TO REMOVE INTERIOR INSULATION
<br />(CALCULATIONS TO BE DONE BY OTHERS)
<br />• UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED
<br />• MAX INTERIOR FOUND. INSULATION R -I I
<br />• AT NO FURRING AREAS (UNPROTECTED) PROVIDE FOIL FACED
<br />INTERIOR INSULATION
<br />SEE SECTION FOR
<br />5UBFLOOR INFO
<br />rLUUK' 2x RIBBON PERS
<br />TRUSS PER TRU55 MANUF.
<br />PLAN
<br />R-21 RIM
<br />INSULATION
<br />2X8 TRTD PLATE
<br />W/ I /211x 1211 A.B. @ 32" OG
<br />SILL SEALER
<br />1/21, GYP. BD. @ - -
<br />FIN. AREAS
<br />FURRING 5TU125
<br />PER PLAN
<br />R-5 IN5UL. OR -------
<br />I" AIR5PACE
<br />POURED CONCRETE"
<br />FOUNDATION PER PLAN
<br />I° 2"
<br />SEE SECTION
<br />5HEATHIN6 AL16NS W/
<br />FOUNDATION INSULATION
<br />NOTE: EXTERIOR WATERPROOFING 15
<br />NOT REQUIRED HERE IF CLOSED CELL
<br />INSULATION SEALS THE SILL PLATE
<br />AND TOP OF FOUNDATION WALL
<br />UP TO I J" PLATE OVERHANG
<br />CANTILEVER FLOOR
<br />TRU55E5 1 I /211
<br />GRADE
<br />z
<br />ABOVE GRADE IN5UL. PROTECTION
<br />�o TO EXTEND 611 BELOW GRADE
<br />EXT. WATERPROOF COATING
<br />FROM TOP OF FOOTING TO TOP
<br />OF INTERIOR WALL E126E
<br />R-10 FOUNDATION IN5UL.
<br />NON DRAINING EXTERIOR FOUNDATION
<br />INSULATION PROVIDE 6 MILL POLY
<br />SLIP SHEET PER R402.1.1.3
<br />REV. 12-23-19
<br />FULL FOUNDATION WALL DETAIL
<br />• FOUNDATION WALL HELD IN 211 FROM 5HEATHING ABOVE
<br />• PROVIDE ADDITIONAL BLOCKING AT POINT LOAP5
<br />• SEE R402.2.8 EXCEPTION TO REMOVE INTERIOR INSULATION
<br />(CALCULATIONS TO BE DONE BY OTHER5)
<br />• UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED
<br />• MAX INTERIOR FOUND. INSULATION R-11
<br />• AT NO FURRING AREAS (UNPROTECTED) PROVIDE FOIL FACED
<br />INTERIOR INSULATION
<br />M
<br />DATE:
<br />11-3-22
<br />REVISIONS:
<br />11-10-22
<br />11-16-22
<br />3-31-23
<br />4-6-23
<br />4-10-23
<br />6-14-23
<br />DRAWN BY:
<br />JJ
<br />COMM. NO.
<br />222249
<br />SHEET NO.
<br />I
<br />
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