|
SEE SECTIONeP'•
<br /> SEE SECTION FOR M. m o
<br /> WALL INFO FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEOGER b
<br /> SEE SECTION FOR ICE b WATER SNIELO A 2.-NOMINAL SOLID SAWN SPRUCE-PIN-FIR BAND JOIST)C.F.G)
<br /> �1 2x RIBBON PER SUOFLOOR INFO 2%10 RIB00N N
<br /> K...................7.''..'. .,'
<br /> INSULATE RADON PIPE/ LEDGER BASHING RESIDENTIAL DECK JOIST SPAN CONNECTION DETAIL y w
<br /> vi
<br /> UNCONDITIONED SPACE(0-4 MIN.) TRU55 MANVF. � TABLE R507.2E o d
<br /> SEE SECTION FOR 7/�� 1 6'b LESS 6'-I"TO B' 8'-I"TO 10"10"-I"TO 12r121-I"TO 141141-1.TO 16'16'-I"TO 18' a W
<br /> .1---,36"),(50%=,,04 PVL OR EOVIVALENT FLOOR TRV55 PER PLAN II.1I I/O"DIM10006 LAG SCREWS -"
<br /> SUBFLOOR INFO PLAN W/DOUBLE TRTD JSTS PER PLAN 3011 O.L. 23"OL. IB°00. 15"OL. 13"OL. II"0.0. 1011 O.C. e'^
<br /> IAFI 03.6.1) _ = I{ 9/13/32•MAX 51CATXING
<br /> VERTICAL-END-WEBS TRTD DECK RIM
<br /> Z'-!,,<;:°.
<br /> r �INST IDE SPACE FOR FUTURE P-21 RIM INSULATION 8-21 SPRAY FOAM INSUI.. III I/2°DIAMETER BOLTS W/ _
<br /> 1 1 MSTALLATION OFA FAN(AF103$I I!/3Y MAX.SWATHING 36"O.L. 36"OL. 340 O.L. 29"O.L. 24"OL. 21"O.L. 19"O.L. m o
<br /> /z'HarvlPPEv
<br /> MIN.24"DIAMETER CENTERED ON GALVANIZED LAG SCREW OR I/2"DIAMETER DOLTS 9/13/30"MAX C"O J
<br /> 'i'== THE AXIS Of THE VENT STALK FLOOR TRUSS PER PLAN �i 36.O.L. 3611 00. 29.O.L. 24.00. 21"O.L. IB"O.L. 16"OL. ,,..2
<br /> f a
<br /> II ' CEILING DRYWALL TAPE() I I-' DRYWALL CAULKED,GLVEO, I I T f O-BO T AND WAS ERS, SHEATHING b I/T"STACKED WASHERS IB.NIw w
<br /> ►m' TO WALL DRYWALL or GASKETED TO TOP PLATE PER PLAN L J"MIN.VERTICAL DISTANCE 36" _ !N STPGGEREO -
<br /> ORTWALL CAULKED,GLVEP, EXTERIOR SHEATHING CAULKED, HT INSTALL LIVE OUTLET IN ATTIC WHERE I/2•GTP BOAR• NOTE, FOR 51 I"•f5./MM, FOOT•51142 MW.I POUND PER SOVARE FOOT•0.0479 KPA N
<br /> or GASKETED TO TOP PLATE GLUED,or GASKETED TO TOP PLATE FUT.FAN MAY BE INSTALLED IAF103.1T) I/Z AT OA SPACING INSTALL ICE b WATER SHIELD IMM.36"MIOE)BEHIND DECK RIM A. THE TP OF THE LAG 10009 SHALL FULLY EXTEND BEYOND TIE FLOOR TRUSS RERAN
<br /> PRE DRILL DECK RM b PILL HOLES WI SILICONE 'a
<br /> B. THE MAXIMUM GAP BETWEEN TIE FACE OF TIE LEDGER BOARD&PALE OF TIE WALL OR TRUSS SHALL BE{" Wjf i
<br /> PROVIDE NO SAG OR USE LAG SCREWS CR BOLTS TO ATTACH C. LEDGERS SHALL BE FLASHED TO PREVENT WATER FROM CONTACTING THE HOUSE fL00R TRUSS RIBBON a
<br /> _ 6 5/B"GYP.B0. 11, MINIMUM Of 6.OF PLANING INSTALLED OVER DECK RIM D. LAG SCREWS NJO BOLTS SHALL DE STAGGERED M JOIST ACCORDANCE WITH SECTION 85071.191
<br /> ��R19
<br /> 51LILONE TMFF EDGES OF DECK RM TO LLE b WATER SHIELD E. DECK SCOFFER 51WLL BE MINIMUM DEPT TO MATLN J015T PRESSURE PERSERVATIVE-TREATED NO2 GRADE LUMBER V w�
<br /> . PER PLAN SEE SECTIO F. E%0.VOED-NO ENGINEERED W000 PRODUCT RIM USED
<br /> y TAPE(ORSEALEDJOINTS IN RIM DETAIL @DEG_Kza �
<br /> DRYWALL CAULKED
<br /> TO BOTTOM PLATE EXTERIOR SHEATHING G. EXCLUDED-NO LAMINATED VENEER PROOIICT RIM USED
<br /> i a, INSTALL LABEL READING(RADON REDUCTION " PROVIDE ADDITIONAL SOLID BLOCKING AT POINTZ o m
<br /> SYSTEM)ON TIE VENT PIPE Al EACH FLOORSECTION VIEW H. THE MAXIMUM DISTANCE BETWEEN THE FACE OF TIE LEDGER BOARD b TIE FACE OF 10€FLOOR TRUSS RBBON SHALL BE I.
<br /> SAASKETE['TO SVBFLOOR or .i
<br /> GLUED,or GASKETED TOBOTTOMPLATE AND IN ACCESSIBLE ATTICS(AFI03.4.5) LOADS(SEE LOAD PATH DIAGRAM PAGE 02) FLOOR SHEATHING TABLE 8507.2.1 PLACEMENT OF LAG SCREWS 6 601T5 IN DESK LEDGERS 6 BAND JOISTS a Z''38
<br /> I OPERPENPICULAR RIM DETAIL NAILINGAT6"MAX. TOP EDGE BO TOM EDGE ENDS ROW SPACING ..., .
<br /> OL.TO TRU55 WITH HOLD GOWN OR LEDGER _2 INCHES(D) 1/4 INCH _ 2 INCH 6 _1 5/8 INCH(B) J 2.
<br /> 1I I I SCALE 1/2"=11-0" REV.10-13-16 DOSP ppyNNi SIMILAR TENSION FLOOR TRUSS RIBBON 3/4 INCH 2 INCH 2 INCH B 1 5/8 INCH(6) 0 a 0 m`a
<br /> ii
<br /> CEVILE FOR 51 1"•25A MIA 3
<br /> SPRAY FOAM INSIX.. SPRAT FOAM INSUL. I PER PLAN I SEE SECTION A. LAG SCREWS AND BOLTS SHALL SE STAGGERED FROM TIE TOP TO TIE BOTTOM ALONG TIE HORIZONTAL RUN OF TIE DECK LEDGER IN
<br /> 821 MINIMUM I 821 MINIMUM _ I TRUJ
<br /> ),a• DECK JOIST ACCORDANCE WITH FIGUPE R5072.1(I)
<br /> SEE SECTION FOR TRUSS PER IWWs �1W PER PLAN B. MAXIMUM 5 INCHES (�,
<br /> SUBFLUOR INFO PLAN ' C. EXCLUDED N0 ENGIIEERE0 9000 PRODUCT RM USE0
<br /> PER PLAN >_�ALL PIPE JOINTS AND FITTINGS D. THE MINMUM 015TANCE FROM BOTTOM ROA OF LAG SCREWS OR BOLTS TO THE TOP EDGE OF THE LEDGER SHALL BE IN ACCORDANCE
<br /> OPTIONAL MICROLAM
<br /> DRYWALL TED,CAULKED,GLUED, EXTERIOR SHEATHING CAULKEP TO BE GLUED OR TRANSITION - •_• - --,t - -I' NAILED TO SIDE OF WITH FIGURE R507.T.1(I)
<br /> or GASKETS(TO TOP PLATE GLUED,or GASKETS(TO TOP PLATE COUPLINGS l I/O"PYW000 TRUSS
<br /> FLOOR TRUSS I 2X RIBBON SHEATHING W/ FIGURE 8507.2.1(1) DECK CONNECTION NOTES D
<br /> DRYWALL CAULKED.GLUED, TAPED OR SEALED JOINTS IN �-SEAL ALL FLOOR OPENINGS PER-
<br /> I
<br /> � OR TXb LADDER SOL IO BLOCKING
<br /> TRUSS
<br /> BEHIND A. TABLES 6 FIGURE HAVE BEEN MODELED FROM CODE
<br /> EXTERIOR SHEATHING •HOLD DOWN TENSION DEVICE MUST BE INSTALLED I1. r Y BOOK TO REFLECT FLOOR TRU55 CONDIT..WITH 2X10
<br /> or GASKETS(7O BOTTOM PLATE xwe,1sr xeL RIBBON WITH TREATED 2010 DECK RIM
<br /> be PER PLAN f J IN NOT LESS THAN TWO LOCATIONS PER DECK -M- � - K I AC•e r- ��r-�
<br /> BOTTOM RATE CAULKED or EXTERIOR SHEATHING CAULKED, r SWIM
<br /> T, r s
<br /> GASKETED TO SUBFLOOR ,3 GLUED.or GASKETS(TO BOTTOM PLATE a BLOCKING AS •EACH DEVICE MUST HAVE AN ALLOWABLE STRESS �`e I r •
<br /> RECD.FIRST 3 BATS DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS '1,,,g_�i9 _ -
<br /> -
<br /> ''; •
<br /> RIM DETAIL @ DECK ��T -i,I-
<br /> a
<br /> SPRAY FOAM INSUL. SPRAT FOAM INSUL. INSTALL LABEL READING(RADON REDUCTION F•YeAaWW •-Irl`LODt' 1 i•m�'+�1•L d
<br /> 601 MINIMUM 621 MINIMUM SYSTEM)ON THE VENT PIPE AT EACH FLOOR " PROVIDE ADDITIONAL 50L ID BLOCKING AT POINT ---J- ----1� Im Ls _�_ ___ �_
<br /> li PER PLAN AND IN ACCESSIBLE ATTICS(AFI03.4.5) LOADS(SEE LOAD PATH DIAGRAM PAGE 02) SECTION VIEW FIGURE 507.2.3 MODIFIED UI=-.
<br /> S EXTERIOR SHEATHING CAULKED, EXTERIOR SWATHING CAULKED, FO FLOOR TRUSS 0
<br /> 11 GLUED,or GASKETED TO SILL PLATE GLVEO,or GASKETED TO SILL PLATE ALL CONTROL
<br /> O ULT«�DINTS.JOINTISOLATION
<br /> pA`NOTHERS CONO PARALLEL RIM DETAIL '0 o=
<br /> JOINTS IN CONCRETE SLABS SHALL BE 2 SCALE 1/2"•11.0" REV.10-13-16 :W
<br /> ,a - - - �I" SEAL ACI.JOINTS SEALED WITH CAULK OR SEALANT z w
<br /> ' TRIO SILL PLATE W/ ' TRTD SILL PLATE W/ BETWEEN SLAB SEE SELTIe �< a o o F
<br /> SILL SEALER/GASKET SILL SEALER/GASKET AND FOUND.WALL SEE SECTION FOR -SPE SECTION C N o a
<br /> 1t _SEALED SUMP BASKET
<br /> APEDORSEEDJOINTW
<br /> 11111 TAPED OR SEALED JOINT W // SI:BFLOOR INFO
<br /> EXTERIOR SHEATHING b EXTERIOR SHEATHING b •I/ ‘-<''''
<br /> y a i
<br /> FOUNDATION INSULATION FOUNDATION INSULATION o1 BLOCKING BTWN TRUSSES -- '•<J SHEATHING ALIGNS w/ p p
<br /> I Jo 1, I I SEE SECTION FORS FOUNDATION INSIx..
<br /> I MIN.6 MIL OR 3 MIL CROSS ° 5l1BFL00R INFO 1 �� 2%0 51005 W 16"O.L. `II r- SO
<br /> 4"PERFORATED DRAIN I I LAMINATED POLY SHALL BE - -- / " 20 RIBBON / a a R
<br /> OPTION ''I OPTION 'Z TILE W/FILTER FABRIC L J J LAPPED 121 AND PLACED BELOW 2"%RHC CANT.BARRIER. _ EAT RUN REQUIRED HERE INOTE,EXTERIOR FCLOSED
<br /> 15 NOT ®j
<br /> REV.I-I-16 REV.I-I-16 8j1X16"ROCK TRENCH THE SLAB AND ON TOP OF 4"MIN.SAND GAS SEAL PERIMETER,JOINTS.AND }"Yy'�� I SPRAY FOAM INSUL FLOOR Zx RIBBON PERS, 208 TRTD PLATE INSULATION SEALS TIE SILL PLATE
<br /> ENVELOPE AIR SEALING ENVELOPE AIR SEALING "`I'/2") PERMEABLE LAYER OPENINGS / I R2I MINIMUM
<br /> TRUSS PER TRUSS MANUS. W/I/211x12"AD.932"DL'.4'I AND TOP OF FOUNDATION WALL
<br /> FLOOR TRUSS PEP PLAN PLAN 8-21 RIM INSULATION- SHEATHING ALIGNS w/ SILL SEALER
<br /> "NOTE'SHADED COMPONENTS DESIGNATE •NOTE.SHADED COMPONENTS DESIGNATE PASSIVE RADON DETAIL - -- FOUNDATION INSUL. e' UP TO I{°OVERHANG ��
<br /> AIR FLOW RETARDER SYSTEM AIR FLOW RETARDER SISTER I/O""GYP BOARD- SHEATHING
<br /> SCALE,1/4.•1'-011
<br /> SOFFIT NOTE,EXTERIOR IF WATERPROOFING 15 NOT
<br /> SEE SCOTIA /RECUIRED FERE IF CLOSED CELL G _
<br /> R-38 INSULATION MIN. 2X8 TRTD PLATE // INSULATION SEALS THE SILL PLATE VERIFY BLOCKING-----,____/- GRADE
<br /> W/1/2x12"AB.9 32"O'C AND TOP OF FOUNOA1IGN WALL
<br /> SILL SEALER Il ABOVE GRADE INSJL.PROTECTION
<br /> TO {"OVERWNIG TO EXTEND 6 BELOW GRADE •I
<br /> IAte' >: EXT.WATERPROOF COATING
<br /> ??SS1"_...UP
<br /> LANTIL 5 I I/O"FLOOR I/2"HIP 2D, /FROM TOP OF FOOTING TO TOP
<br /> TRUSSES I I 4 MIL POLY VAPOR-- ✓ OF INTERIOR WALL EDGE 1
<br /> * TRUSS MANUFACTURER TO VERIFY FRAMING BELOW ALL POINT LOADS 1/2"GYP.BD. RADE 2x4 STUDS- BRIO FOUNDATION MSUL-.
<br /> R5 INSUL.O RIM DETAIL @CANTILEVER 4 MIL POLY VAPORPROVEGRA( INSUL.PROTECTION / MFvDRAINING E%ERIOR FO MDATION
<br /> 2x4 SN(5-��- TOEXTEND 6 OELOW GRADE LATION PROVIDE 6 MILL POLY3 SCALE 1/2"•11-011 REV.10-13-16 R5 INSULA- TO NIEXT.WATERPROOF COATING POURED CONCRETE'\ / SLIP SHEET PER 8402.1.1.3PLAN REVIEW AND INSPECTION ISSUES 4 SEE SECTION FROM TOP OF FOOTING TO TOP FOUNDATION PER PLAN Q III II. ICE b WATER SHIELD ALL VALLEYS OF INTERIOR WALL EOGE
<br /> ICE 6 WATER SHIELD 24 UP ALL WALLS SHEATHING ALIGNS w/ POURED CONCRETE\WHERE ROOF RUNS ALONG WALL Thio let of Hems may be hepful for Plan Reviewer.end Bu(0In Inspectors to FOUNDATION FOUNDATION PER PLAN RIO FOUNDATION INS/L.a gWda for enforcig the Minnesota Energy Code.The items apply to 1 • APPLIES TO LOOKOUT,EXTERIOR STAIR WALLS b 0 'FDRAINING EXTERIOR FOUNDATIONIBL,tem all two with•roeiden ly ode lngs.tech OU SPORT COURT WHEN APPLICABLE
<br /> • ALL SCREWS OR NAILS BEING M5l1LATI0N PROVIDE 6 MILL POLY -
<br /> The Items marked with•apply only to detached ono-end two-family residential SLIP 511007 PER 8402.1.13 • SINGLE 2X8 PLATE W/208 FRAMED WALL A
<br /> DRILLED THROUGH 5TURC0 OR OWSWR9s ATE'EXTERIOR CLOSED CELL IS NOTREV. -6-17 }y
<br /> SIDING MUST BE RTE-DRILLED 2%8 TRTD PLATE REQUIRED NERC IF CLOSED CELL ® FOUNDATION WALL DETAIL rFc R
<br /> AND SEALED w/SILICONE TO PLAN REVIEW ISSUES INSULATION SEALS THE SILL PLATE V
<br /> W/I/2"x12"AB.9 32"OC
<br /> PREVENT WATER LEAKAGE AND TOP OF FOUNDATION WALL
<br /> FOUNDATION INSULATION SILL SEALER •• FOUNDATION WALL HELP IN 2•FROM SHEATHING ABOVE
<br /> ❑exterior foundation wel insulation R-10 minlmum _ • UP TO Ir PLATE OVERHANG REV.I-6-IT PROVIDE ADDITIONAL BLOCK NG AT POINT LOADS
<br /> • ALL SUBCONTRACTORS MUST SEAL 411 CONC.TOPPING r�!I •FULL FOUNDATION WALL DETAIL • SEE R4021.13 EXCEPTION TO REMOVE INTERIOR INSULATION `�
<br /> ALL PENETRATIONS TO EXTERIOR OF
<br /> 0 foundation insulation extends from the top of the well down to top of the WV;ps� O
<br /> foothg RUBBER MEMBRANE (CALCULATIONS TO BE DONE BY OTHERS)
<br /> HOUSE WHEN ANY HOLES ARE CUT OR 0 axtenioorr foundetlon hey lotion M covered rotectivs product from top of 2 LATER R-10 INSUL. i 3 • FOUNDATION WALL VELD IN 2"FROM SHEATHING ABOVE • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED
<br /> GR
<br /> PENETRATIONS ARE COMPLETED exposed insulation to 0 below grade I.os `� • PROVIDE ADDITIONAL BLOCKING AT POINT LOADS • MAX INTERIOR FOUND,.INSULATION R-II
<br /> • FLASH ALL WINDOWS AND DOORS CONCRETE SLAB OR VNOER-SLAB INSULATION SEE R402.2.8 EXCEPTION TO REMOVE INTERIOR INSULATION r...-1
<br /> KICKOUT PLASHING TO BE INSTALLED ❑deb on grade perimeter MroulOtbn R-10 minimum - ABOVE GRADE INSUL.PROTECTION •
<br /> (CALCULATIONS TO BE DONE BY OTHERS) FMM
<br /> BY ROOFERS ❑slab Deviation extends from top of elab to design frost Mne or top of f TO EXTEND b BELOW GRAPE • IMIPROTECTEO INTERIOR INSULATION TO BE FOIL FACED r
<br /> 2. CONTINUOUS VAPOR BARRIER AT footing MAX INTERIOR FOUND.INSULATION R-II �I'-.��/
<br /> ALL WALL FRAMING TO EXTERIOR
<br /> 0 floors Over Unheated apace 8-38 minimum
<br /> IE-I
<br /> AND ON TOP OF ALL TOP PLATES WINDOWS/DOORS/SKYLIGHTS �E-CAST PLANK EXT.WATERPROOF COATING
<br /> TAPE ALL VAPOR BARRIERS.
<br /> 0 everege U-value le 032 maximum for windows end dries door. PER RAN FROM TOP OF FOOTING TO TOP W a
<br /> FOAM ALL WIRES AND ITEMS THAT 0 average 0-veluo b 0.55 maximum for skylights OF INTERIOR WALL EDGE (_{
<br /> PENETRATE VAPOR BARRIER.FOAM 0 window U-vabe consletent with Energy Compliance Certificate -10 FOUNDATION INSUL. ~N E'I
<br /> AROUND ALL WINDOWS AND DOORS. E 0
<br /> TO ATTIC. MECHANICAL VENTILATION ISSUES I.
<br /> AN DRAINING EXTERIOR FOUNDATION
<br /> En
<br /> ALL CANTILEVERS.CORNERS.6 RIMS 0 resident's./mechanical ventilation system provides adequate ventilation INSULATION PROV HOE 6 MILL POLI W F-1
<br /> TO DE COVERED W/DODO.PAPER de re kemente R-5 FOUNDATION INSUL SLIP SHEET PER R402.1.1.3 I I w
<br /> PRIOR TO SIDING. per co qU 0H�
<br /> ❑furnace efficiency Is consistent with Energy Compllence Certificate POURED CONCRETE �< la-'
<br /> ❑protection against excessive depressurization Is i»tel.d per code FOUNDATION PER PLAN I �` 13",_,Z
<br /> requirements SEE SECTIONS '11 o w.I
<br /> STUCCO / STONE ATTACHMENT ENVELOPE INSULATION FOR PLAN REVIEW SEE SECTION FV O�y
<br /> ❑Interior basement Insulation of R-5 inD/mum b R-I I maximum SEE SECTION FOR ~ EI Fi
<br /> 0 ceilings w h attics R-49 minimum.Roof/ceilng assembles must have e ) I SHEATHING ALIGNS V
<br /> minimum 61}en heel.R-38 wi be slowed when Ful height of • GARAGE WALL SUBFLOOR INFO ( p Cl)
<br /> I.CALL FOR INSPECTION TO VERIFY COMPLIANCE WHEN PAPER orgy okf $ W/FOVW.MSUL.
<br /> 15 COMPLETE IN ONE WINDOW AREA. uncompressed R-36 extends over the exterior well top piste et eaves SEE SEGNON FORan I�1 V
<br /> ❑wood framed wd insulation of R-20 or R-13•R-5.R-13 refers to wd F PRE-CAST PLANK DETAIL 1I SJBFLpOR INFO ) 2XB TRTD PATE /y z
<br /> 2.WEATHER RESISTIVE BARRIERS' cavity Insulation,R-5 refers to cantDuoua Deviation QP FLOOR) ` - ♦ W/I/2 x12"AB.9 32"OL I'}?
<br /> WEATHER RESISTIVE BARRIERS OVER WOOD BASED SWATHING v y FOUNDATION WALL HELD LINE 2•FROM SHEATHING ABOVE TRUSS PER TRUSS MANIVPFR�`�SFEATHINIG ALIGNS w/ SILL SEALER ^ 0
<br /> SHALL IN0.VDE 2 CATERS OF GRADE D PAPER.NOTE TYPE P000100 ADDITIONAL BLOCKING AT POINT LOADS FOUNDATION INSUL. 1 1
<br /> INSPECTION ISSUES PLAN POOR/ 2x I W Q'4
<br /> 15 OR 15.FELT 15 NOT GRADE D PAPER.VERTICAL JOINTS IN • SEE R4022.8 EXCEPTION TO REMOVE INTERIOR INSULATION SEE SECTION FLOOR PER Al UP TO {"OVERHANG Q
<br /> PAPER SHALL BE LAPPED AT LEAST 2 INCHES (CALCULATIONS TO BE DONE BY OTHERS) NOTE,EXTERIOR WATERPROOFING IS NOT
<br /> CONCEALED INSULATION • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED 821 RIM INSULATION---- /REQUIRED HERE IF CLOSED CELL PLAN R-21 RIM INSULATION ��I I CANTILEVER FLOOR
<br /> 3.FXTFRIOR OPENINGS FLASHED • SHEATHING ALIGNS
<br /> FRAMING AND SHEATHING • MAX INTERIOR FOUND.INSULATION R-I INSULATION SEALS THE SILL PLATE TRUSSES 1 1/2
<br /> EXTERIOR OPENINGS SHALL BE FLASHED.THE NAILING FLANGEInd wash barrier Metaled et attic a W/FOUND.INSUL.
<br /> 0 w that Al 206 TRTD PLATE- I AND TOP OF FOUNDATION WALL --�INSULATION PROTECTION
<br /> ON WINDOWS WILL NOT BE ATION INSTRUCTIONS
<br /> O FLASHING UNLESS THE ❑exterior wen corners framed so Insulation cm be Dstebd
<br /> MANUFACTURERS INSTALLATION ARE PROVIDED ON 2X6 TRTD PATE W/I/T x12"A.D.1 3211 OL W TO I{"OVERHANG -RIO FOUNDATION INSUL.
<br /> often exterior Interior
<br /> par.DetailedNOTE=EXTERIOR WATERPROOFING IS NOT 1
<br /> SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 0 Meneectbne of Metter tkbn web end exterior wells are W/1/2"x12"AB.9 32"OL SILL SEALER 1 CANTILEVER FLOOR -
<br /> par REQUIRED HERE IF CLOSED CELL 111
<br /> 4.WINDOW FLANGES= framed so that InaWetbn can be Yretded between the pertl000 SILL SEALER ' INSULATION SEALS THE SILL PLATE ---.- TRUSSES 11/2'
<br /> ND
<br /> PAPER SHALL BE INSTALLED ON THE BOTTOM A510E5 OF WINDOW and exterior sheethig after exterior sheathing la DetailedGAO TOP OF FOUNDATION WALL r----RIO FOUNDATION INSUL. ' -
<br /> BEFORE INSTALLING WINDOW.PAPER ON THE TOP OF WINDOW SHALL ❑Saps between framing boa than one-half Inch are eAmIneted by RAISE CONC.FLOOR UP TO}"PATE OVERHANG SI
<br /> IZI, INSULATION PROTECTION
<br /> ND
<br /> GO OVER THE WINDOW FLASHING.A SECOLAYER OF PAPER SHALL securing framing together or ere insulated at the time of
<br /> TO TOP OF STEM WALL .- NOTE'EXTERIOR WATERPROOFING 15 NOT DATE:
<br /> BE INSTALLED OVER THE SIDE WINDOW FLANGES assembly MSA 1/2•GYP.B(.^ REQUIRED HERE IF CLOSED CELL
<br /> 0 d penotretiolre between corMUoned and uncorlQUoced spaces 4 Mll.POLY VAPOR-1 6-16-17
<br /> 5.WINDOW OPENINGS, made orb,-to framing inspection are sealed 204 STUXJS-'�� 1(211 GYP.so.-- T TI" 2• INSULATION SEALS THE SILL PLATE REVISIONS:
<br /> CAULK OR TAPE WINDOW OPENINGS TO MAKE THEM WATERPROOF. 0 windows must be insulated ted esealed at InataMetbn GRADE R!INSUL7-------__L-- 4 MIL POLI VAPOR---- AND TOP OF FOUNDATION WALL 10-11-17 CO
<br /> OTHER OPENINGS MUST BE CAULKED WEATHERPROOF. INTERIOR AIR BARRIER • 244 5N05-�.-
<br /> ❑d fire stop.are air aeded f-^' -, ABOVE GRAD INSLX-.PROTECTION POURED CONCRETE F5 INSUL,--------- -- E%T.WATERPROOF COATING
<br /> 6.PAPER ENTIRE WALL= ❑ s ducts,wiree,a t and flues end chimneys throw h 4'-0"MIN. u' TO EXTEND 6 BELOW GRADE FOUNDATION PER PAN /FROM TOP OF FOOTING TO TOP 10-26-17 CD
<br /> PAPER MUST BE INSTALLED ON THE ENTIRE WALL INCLUDING pips equipment ye g -" 2. EXT.WATERPROOF COATING �/ OF INTERIOR WALL EDGE 1-317 CD
<br /> the Interior dr barrier Sr.seeded FROM TOP OF FOOTING TO TOP P00000 CONCRETE'./
<br /> WITHIN THE SOFFIT FRAMING. ALL PAPER MUST BE INSTALLED ❑e...led continuous Interior dr barrier la Detailed on the worm R-10 FOUNDATION INSUL.
<br /> SHINGLE FASHION TO MAIN OUT. side of the buildig envelope at ceWngs,wells,end floor rim POURED CONCRETE^-�_./ OF INTERIOR WALL EDGE FWNOATION PER PLAN 10 FOUNDATION INSUL. I-9-17 LD
<br /> i.FLASHING Joest arose EXT.WATERPROOF COATING FOUNDATION PER PLAN 10 FOUNDATION INSUL. • ['RAINING EXTERIOR FOUNDATION
<br /> KICKOUT FLASHING 15 REQUIRED AT WALL/ROOF INTERSECTIONS 0 sir barrier behind tub and shower Is sealed end protected 8-10 FOUNDATION INSUL. OP INTERIORN TOP OF FOOTING TO TOP INSULATION PROVIDE 6 MILL POLY
<br /> WHERE THE ROOF LINE DOES NOT EXTEND PAST THE WALL. 0 recessed light fixtures Sr.sealed OF WALL EDGE ON DAMNING EXTERIOR FOUNDATION SLIP SHEET PER 8402.1.1.3
<br /> INSULATION PROVIDE 6 MILL POLY
<br /> OTHER OPENINGS SHALL BE FLASHED TO MAKE THEM WEATHERPROOF. POURED CONCRETE . 1" _ SLIP SHEET PER R402.1.1.3 L--
<br /> ENVELOPE INSULATION wag
<br /> FOUNDATION PER PLAN
<br /> B.WEEP SCREED: ❑told basement wd Inoubtlon la R-li minimum,minimum 0-10 et exteriorR-S FOUNDATION INSLX-.
<br /> ]wind weak barrier on wd separating house end garage Is sealed ' . LOMELTED TO GARAGE • CONNECTED TO GARAGE REV.I-6-17 DRAWN BY:
<br /> • A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL I7 blas fW Fsubtlon la prevented from entering the eaves
<br /> REV. 6 17 FULL FOUNDATION WALL DETAIL
<br /> ATTACHMENT FLANGE OF 3 I/O"INCHES SHALL PROVIDED Al OR
<br /> 0 DeUlatbn on skylight chef ts end wells exposed In attic.Is FULL FOUNDATION WALL DETAIL W�{� KH
<br /> BELOW TIE FOUNDATION PLATE.THE SCREED MUST BE PALED A supported on the unconditioned side ® 't�[ COMM.NO.
<br /> MINIMUM OF 4 INCHES ABOVE TIE EARTH OR 2 INCHES ABOVE FOUNDATION WALL HELD IN 211 FROM SHEATHING ABOVE
<br /> CONCRETE AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED ATTIC INSULATION ' • 16338
<br /> FOUNDATION WALL HELP IN 2 FROM SHEATHING ABOVE
<br /> CI attic access I Insulated to R-38 minimum for cel l end REV.1-6-10 • PROVIDE ADDITIONAL BLOCKING AlAT POINT LOADS
<br /> WATERTO PRA1N TO PLANE EXTERIOR.WEEP SCREWS TIE BE m penal pans WALKOUT WALL DETAIL • SEEEVH40 ADDITIONAL CE BLOCKING REMOVE POINT LOADS • TOP/WI(CHORD BEARING
<br /> JUST BELOW THE PATE LME OR MAY E%TEND ONTO TIE 8-21 minimum for wall panel p • 8402.2.8 EXCEPTION TO INTERIOR INSULATION SHEET NO.
<br /> •FOUNDATION,PROVIDED THERE 15 PAPER ON THE FOUNDATION. 0 attic card etteched to framing near access opening O (CALCULATIONS TO BE DOZE BY OTHERS) SEE R402.2.0 EXCEPTION TO REMOVE INTERIOR INSULATION D
<br /> • STUCCO MUST COVER,BUT NOT EXTEND BELOW,THE 0 notiflcatbn of actio R-value end date of Ineteletbn posted near •• FOUNDATION WALL HELD M I.FROM SHEATHING ABOVE • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED (CALCULATIONS TO DE DONE B7 OTHERS)
<br /> LATH AND PAPER bulking permit Inspection card • PROVIDE ADDITIONAL BLOCKING AT POINT LOOPS • •MAX INTERIOR FOUND.INSULATION R-I UNPROTECTED INTERIOR INSULATION TO BE FOIL FADED
<br /> R-5 EXTERIOR FOUNDATION INSULATION MM INTERIOR FOUND.INSULATION R-I I
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