|
TRUSSES Wf FEEL @ 24" O.C. (SEE PLANS)
<br />ROOFING PER PLAN ON 15# FELT
<br />OVER 1/2" CDX. PLYWD,I�EATr IItiG
<br />2x SCREENED BLK'G. AS REO'D.
<br />(SEE FLANS) {SEE PLANS)
<br />1„ FOAM AIR BAFFLE �
<br />MIN 12" ABV, ENSUL. - 2.x6" SOLID BLK'G. @ PLY\A,'D 'EDGE
<br />- NAILING
<br />SIMPLE META 15 STRAP =12 -' d°
<br />R-sc IINSI,ILATIOEN )( ANAILS EACH ENDOF 'v'RUSS
<br />SEMBEDDED INTO; BOND BEAN'.'.
<br />jj( l
<br />- JI\�-J'(`-J��L-J) I G.I. FLASHING
<br />I
<br />I V�\f
<br />112" GWB, O I (T:. T.i1.
<br />..-, � G -c r_. P.
<br />SEE PLANS SITE: PLANS (F �,I. C:J EF ', . I
<br />------------ - --- ._...----------- --.
<br />2x I"ASCIA E.'D
<br />NOTE:: EXTERIOR -WALLS
<br />SID Nf PEE R PLAN OVA R ` ;:3" FURRIENG I CONTIEN'UGUS BOND BE AINvI Al/
<br />`TRIPS OVER 8" MASONRY "WALL- I (1; #5 REBAR AND POURED SOLID
<br />7-
<br />CELL W' #5 VERTICAL
<br />REBAR @ 48" O.C.
<br />ROOF CONNECTION 0 T.O.W. 1ST FL DETAIL
<br />A
<br />A5O SCLE.1. 1 0
<br />MFR. TRS SES
<br />@24"OC.
<br />SE-E PLANS)
<br />>tE,'1'). iNSUL.
<br />SEE PLANS
<br />(2) LAYERS 5/8" TYPE "X" GWB,-
<br />EA. SIDE
<br />(1, LAYER 5/8" TYPE "X" G',t11B.
<br />EA, SIDE
<br />4L
<br />2x NAILER
<br />45 TO 49 STC SOUND
<br />2-2x TOP PLATES
<br />4 HOUR FIRE
<br />2x6" STUDS @ 16" O.C. Wl
<br />REQ'D, INSUL, (SEE PLANS)
<br />„: 5 ROOF CONNECTION DETAIL 0PARTY WALL
<br />y...... ............. .-........ ...-............. -.--............ .... . -..-----.---
<br />A50 SCALEY' = V-0"
<br />4" CONCRETE SLAB W/ 6" x6"x 10 1,
<br />GAUGE- ', E i..,DED WIRE FABRIC,. �t
<br />I
<br />i/APOR BARRIER -.....\
<br />1
<br />F00TER° 30' .1�3
<br />W/ (3)
<br />CONCRETE F;LLE:D CELLS C 418" 0.C;
<br />REl: NF0RCED tfv'I1 (1 #5 REBAR. A
<br />@ 24" (3 COURSE}W/ 9" 'BOOK
<br />SLOPE GRADE AWAY
<br />FROM STRUCTURE
<br />1
<br />l CLEAN, COMPACT ED,
<br />1 TREA"I ED FILL.
<br />9\ , CONCRETE FOOTER DETAIL
<br />_._.-.
<br />�\,A50,) SCALE:1" = 1 -0'
<br />TfUS SES W" HEEL. s ; 24" O.C. ( SEE PLANS),
<br />ROOFING PER PLAN ON 15# FELT
<br />OVER 3/4" COX. PI.YWD. SHEATHING ,
<br />2x SCREENED BLK'G.
<br />2x SOLID BLK'G, BETWEEN TRUSSES
<br />SIMP. "BUSS "IE Cis EA. TRUSS E�
<br />SSE E PLAN`w) /Lu Z
<br />O
<br />G I. FLASHING
<br />---SC-)FFI.E---
<br />G,i, G.JTT�E .R ,':;N — 12" PL.Yw" D.
<br />�;x f-ASCIA BD. (PE; OWNER"
<br />``'EP P~",N iT l .. \. (2) 2"X12" SYP4#2
<br />O
<br />I PLANS 0 S ;PI s7RT BEAhv CONT.
<br />4„X4" SYP#2 POST
<br />1 POUT O BEAM +_,ON N.
<br />2 ROOF CONNECTION @ EAVE DETAIL
<br />�ASO,•' SCALE:1' = V-0"
<br />GYPSUM WALLBOARD, WOOD STUDS
<br />ICES, LAY :T 5/8YP E X G YPSUIvE WALL BOA RJ_I' 3 1`I vE�I`3 VENI EE E A`�E AP Ir�'I
<br />PARALLEL OR Al RIGHT ANGL.:: STOTEACH .:Ea OF DOUBLE RO"A OF 2 X 6 y/:'POD
<br />STUDS 16" O.C. ON SEPARAT: E PLATENS 1" APART 'v"/ITEM 6D COAT ED INAILS, 7/8"
<br />I,.O G: #.?.0 s ' F;' S :ANK. I/4" HEA:.3S, 7"
<br />C7IEN-" : STA GGERED 16" ON E PPOSITE SIDES, H RIZONTAL. BRACING REQUIRED AT
<br />MID HE"IGHT. ;LOAD-BEARI NG
<br />T- ICKN ESS: i:, _A
<br />APPROX. `v"w1E•:GI-•IT8 PSF
<br />FIRE TEST: SEE t7`4/P 3605 (Iv.)l._ R13194,
<br />6, 6-17-52; UL R2717-39,
<br />1--20-66; U L R 01-52,
<br />3- 15-66, DESIGN U305;
<br />ULC DESIGN W301)
<br />SOUND TEST: E-S T IMATEWD 65 STC
<br />„_6 GYPSUM WALLBOARD ON WOOD STUDS
<br />A5O ` SCALE. N.T.S......
<br />P.T. i POST (SEE .PLA M
<br />u fv P. PU POST BASE
<br />N STANDOFF
<br />i_ 1 CONT HO I� :,E.—BAR, -\
<br />E-1NISH G, RADE::
<br />4" CONIC. SLAB W,/
<br />vV11;6 MIE. VA>PO?R BARRIER
<br />4 VE1: . RE-B.n•R` ..8" O.C.
<br />;Ah' ALT: E10OKS 1 MIEN. 3" CLR.
<br />,.'." PRE F. DRAIN fiE..E f
<br />-'� � 24�4 CC?NT. H0RIZ. RE -BAR
<br />STET IN GRAVEL AS REO'D, - AS ��, I ()'D.
<br />.."16 •, PORCH FOOTING DETAIL
<br />\�50 ' SCALE:1" = V-0"
<br />CONVENTIONALLY FRAMED 1"X6" NAILER -NAIL INTO SHEATHING
<br />ROOF MEMBERS PER PLAN -7\ W/ 2-16 NAILS @ 24"
<br />i
<br />i
<br />ROOFING/FLASHING AND 15/32" PLYWOOD OR 7/16" O.S.B.
<br />DECKING PER ROOFING SHEATHING - NAIL 6" @ EDGES
<br />SPECIFICATIONS & INTERMEDIATE
<br />/ TOENAIL CONVENTIONAL
<br />ROOF MEMBERS INTO 1"X6"
<br />NAILER W/ (2) 16d NAILS (TYP)
<br />i
<br />(OPTIONAL: 2"X6" NAILER)
<br />��--------'---
<br />MAIN ROOF PRE-ENGINEERED
<br />OR CONVENTIONALLY FRAMED
<br />TRUSS SYSTEM
<br />TYPICAL OVERBUILD VALLEY FRAMING DET.
<br />SCALE:1/2" = V-0"
<br />TRUSSES W/ HEEL @ 24" O.C. (SEE PLANS)
<br />ROOFING PER PLAN ON 15# FELT
<br />OVER 3/4" CDX. PLYWD. SHEATHING
<br />2x SCREENED BLK'G. AS REO'D,
<br />�
<br />I" I::OAt1 AIR sAFFL;�: SEE PLANS)
<br />(SEE PLANS.)
<br />fi1E"I 12" AB,:, iNSUL. 2x6" SOLID BIXG. {fit' PLYWD. EDGE
<br />-------..._ ........... NAILENG
<br />REG`D. INSUL. , SIMPLE META _.6 ,STRAP ,J31, 12 - 1c1
<br />)( �( \ NAILS EACH END OFTRUSS
<br />\ / � l < % \ / i /EMBEDDED INTO BOND BEAM
<br />\---/ \---/ (�- (�-J)(\---/ 1 G.I FLASHING
<br />(SEE PLANS)
<br />5 8°, �'v r6 'J� (TYP.) O.H.
<br />�.J SEE PLANS G.I. GUTTER ON
<br />SEEPLANS � �'-1------------ --------------..------------------------------- ....
<br />JJ 2x FASCIA BD,
<br />I (SEE PLANS)
<br />I
<br />�.J...
<br />;r
<br />2�6STUDS ,�., . �: t..."....................................... NO - L. EXT.v�'ALLS
<br />1 .% RE=O`D. I SE.1I..,, x �,IO S I E.!f SIDING PER t'I..AN OVER 15# FELT
<br />BAEI I> E i EM �J 1 OEQUALBLD'G. WRAP OVER
<br />/fit" CDX. PLYi'l D. SHEATHING
<br />ROOF CONNECTION T.O.W. 2ND FL DETAIL
<br />SCALE:1" = V-0"
<br />VENEER (PER OWNER) SEE PLANS
<br />'v` / frASONRY I'IE S @ 1=: " Cm-.
<br />VERT. & I-101RIZ.
<br />CON]'. E .A,SHING @ 60.1...1.OM COARSE:
<br />a `XEEP HOLE
<br />I":NISH GRAD
<br />-------- ---- ------------------- ------- ---
<br />NOTE:
<br />ELIMINATE MORTAR
<br />TO PROVIDE WEEP
<br />HOLES @ HEAD
<br />7
<br />4"
<br />a 7
<br />c
<br />-- -1" AIR SPACE
<br />FLOOR SYSTEM NOT SHOWN,
<br />RI. ;.:>ER TO PLANS FOR
<br />ADDITIONAL INFORMATION
<br />CONC, ST: E=E`,,!.WALL
<br />PER.
<br />jOINTS EVERY d
<br />72" O.C.
<br />4' G a
<br />ad'
<br />19 4
<br />a a
<br />4 Q A.
<br />Al
<br />7 i VENEER DETAIL FOUNDATION
<br />SCALE:1 = V-0"
<br />E X.'I'. ;lVA:!A.. (S;E.; PLANS)
<br />X 8' T R l ff1 BD
<br />112" EXP. 1NT.
<br />E:)R.IVEVVIAY PER R O,,VN:ER
<br />SLOPE -AWAY :Y FRON'< BLD'O.
<br />GARAGE DOOR
<br />PER OWNER
<br />4 CONC. SLAB W/
<br />6x6-' ,.i2A x`t'J2.1 W,l,,, l,M.
<br />V111i 6 MIS POLY V,B,
<br />SLOPE SLAB 1/8" PER FT.
<br />(1) ;i14 CONT. E-10RIZ,
<br />RED -BAR MIN. 3" dCCLR.
<br />GRADE BEAM (cry GARAGE
<br />....... ,..
<br />\\A5O; ` SCALE:1" = V-0"
<br />4 1N'T'E:_RI0ER WOOD STUD `tvfAl
<br />SIDE �,�I-IEE"I' A50 FOR [:)ET'A:;LS
<br />Fit"- ANCHOR BOLT D 48O.C.
<br />& CORNERS Wr` MIN, 7" EMBED.
<br />' CONCRETE SLAB Wf 6 x6`xl0
<br />GA:JGE WELDED WIRES FABRIC.
<br /><
<br />�— —
<br />4 Q4 <
<br />a 4
<br />4 O 0 0
<br />�>
<br />6 fall_. VAPOR BARRIER OVER
<br />COMPACT ED FILL - POISONED
<br />13,, STEP DOWN DETAIL
<br />A50 SCALE:1" = V-0°
<br />2xa" BRACE @ 48" O.C. AS REO'D.
<br />BAILED TO 2x SOLID BLK'G. (U,N.O.) � ,-`"�� � � ROOFING PEER PLAN ON i5# FELT"
<br />OVER 3/4" CDX. PLYWD. SHEATHING
<br />2x BLK'G,
<br />0 0
<br />0 0 1x DRIP ON
<br />MFR.. TRUSSES --- 2x BARGE BD.
<br />@ 24" O,C. 1 ( SEE PLANS)
<br />MAX. 1
<br />�
<br />REO`D, INSUL, ( X)( ( X I GABLE TRUSS W12x
<br />OU'! LOOKERS @ 21." O.C.
<br />( )( )( )(
<br />L J L J L J L J `^•••-
<br />A23 CLIP BRACE
<br />TO WALL
<br />2x C;LG. NAILER
<br />2-2x TOP PLATES
<br />NOTE: EXT, WALLS
<br />5/8" GWB.
<br />SEE PLANS I --SIDING PER PLAN OVER 15# FELT
<br />OR EQUAL BI D'G. WRAP OVER
<br />5/8" CDX. PLYWD. SHEATHING
<br />SE-E PLANS
<br />`2x6" STUDS @ 16" O.C. i
<br />V"// REO'D. INSUL. & MOISTURE I (TY ) O.H.
<br />BARRIER _ SEE PLANS
<br />4`1 ROOF CONNECTION DETAIL a- GABLE
<br />SCALEY, = V-0"
<br />1" AIR SPACE BETWEEN WALLS
<br />(2) LAYERS 5/8" TYPE "X" Gv�,iB.
<br />FIRE BLOCK @ 10° 0" HOREZ. & VERT. L/ EA.'t1111ALL
<br />I
<br />2x6" STUDS @ 16" O.C. W/ I - - 4" CONIC. SLAB W/
<br />4--1/2" BATT INSULATION ; 6x6-•W2,'ExW2,1 W.W.M.
<br />i I L3116 MIL VAPOR BARRIER
<br />(P.'T'.) 2x6" MUD SILL
<br />, , 5/8"w-x10" A.B. @ 48" O.C, I
<br />C .
<br />v X4a-X— _X.7- a d sr —X- —X- .�X-
<br />d c
<br />•. ..a
<br />a
<br />�c
<br />d a A. d _
<br />80
<br />(2) #4 CONT. HORN. RE --BAR a "-
<br />#4 VERT. RE -BAR @ 24" O.C. W/ as
<br />ALT. HOOKS / MIN, 3" CLR.
<br />a
<br />(2) #4 CONT. HORN. RE -BAR
<br />MIN, 3„ CLR. AS REO'D, 24" I-
<br />F 8 FOOTING (C-D PARTY WALL
<br />A50 ? SCALEY' = 1'-0"
<br />4" CONC. SLAB W1
<br />r xEi W'e"AxW2.1 W,W,M.
<br />W, 6 MIL. VAPOR BARRIER
<br />—
<br />-X— -X— -X
<br />G�
<br />c.�
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<br />LU
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<br />FILLED CELL Wi l* VERTICAL
<br />REBAR @ 48" O.C.
<br />FINISH GRADE
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<br />24"X14" CONT, CONCRET
<br />FOOTER, 3000 PSI W d
<br />A
<br />Q) CONTINUOUS #5 REBAR a
<br />a
<br />d .
<br />• • 4
<br />12` STEMWALL FOOTER DETAIL (abGARAGE
<br />......
<br />A50 SCALE 1 9.0 ._._....
<br />. ............ .........
<br />1/2"- ANCI--IOR BOLT @ 48" O.C.
<br />W & CORNERS W/ MIIN, r" EMBED.
<br />12"x24" THICKENED
<br />SLAB REINFORCED W/ - 4" CONCRETE SLAB W, 6"x6"x10
<br />(3) CONT. #5 REBAR GAUGE 'WELDED WIRE FABRIC.
<br />f 6 MIL. VAPOR BARRIER OVER
<br />FINISHED FLOOR s �, � /1 COMPACTED FILL - POISONED
<br />;
<br />a a a {a
<br />a
<br />a
<br />a �0 O �0
<br />a
<br />a
<br />4` THICKENED SLAB LOAD BEARING
<br />650 SCALE:1" = 1'-0°
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<br />Date2021.06.1/0
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