|
TRUSSES W/ HEEL @ 24" O.C. (SEE PLANS)
<br />ROOFING PER PLAN ON 15# FELT
<br />TRUSSES W,HEEL. @24" O.C. (SEE. PLANS)
<br />OVER 1/2" C.DX. PLYWD. SHEATI••IING
<br />ROOFING PER PLAN ON 15# FELT
<br />OVER 3/4" CDX. PLYWD. SHEATHING
<br />2x SCREENED BLK'G. AS REO'D.
<br />(SEE PLANS)
<br />"I" FOAM AIR BAFFLE \ (SEE PLANS)
<br />(SEE: PLANS)
<br />MIN 12" ABV. INSUL. 2x6" SOLID BLK'G. @ PLYWD. EDGE
<br />2x SCREENED BLK'G.
<br />NAILING
<br />SIMPLE META 16 STRAP W/ 12 - ': d
<br />2x :SOLID BLK'G. BETWEEN TRUSSES
<br />R-30 INSULATION -- NAILS EACH END O 'TR.USS
<br />Vll\\ i \\ / EMBEDDED INTO BOND BEAt.`
<br />SIMP. TRUSS : IE @, EA.'"'RUSS
<br />r
<br />.l
<br />;S>.•E PLANS) /
<br />W. �� z
<br /><
<br />\
<br />G.I. FLASHING
<br />/
<br />!
<br />X
<br />G I. FLASHING
<br />O
<br />I
<br />1/2"GWB, O(TYP.) O.H.
<br />I
<br />t�3FFI'I—
<br />--- ::;-----
<br />�
<br />SEE PLANS I� G.I. GJTTEF �::_!`�
<br />SEE PLANS ----- -- - - --- ...
<br />— — — — — — — —
<br />` 2" P1..Y:^"rI7.
<br />2x FASCIA END
<br />G J� Eiz t3N
<br />--
<br />(SEE P DI'vN S,
<br />2x FASCIA BD.
<br />'PER O1w,,1NER`
<br />NOTw : EX-r ERIOR WALLS I
<br />- r ;
<br />t t � J
<br />r P#2
<br />SIC�iPds .PER PLAN OVER 3/w.` FURRING CONTINUOUS BONG) BEAM `VV
<br />o
<br />SEE PLANS o
<br />`-
<br />SUPPORT BEAM; CONT.
<br />STRIPS OVER 8" MASONRYWALL '- I (1) #5 REBAR AND POURED SOLI)
<br />4"X4" SYP#2 POST
<br />FILLED CELL 4�`a1 # 5 VERTICAL
<br />REBAR @ 48" O.C.
<br />POST TO BEAM CONN.
<br />1
<br />_________________•_., ROOF CONNECTION aT.O.W. 1ST FL DETAIL
<br />2
<br />...,_....._.,...
<br />: ROOF CONNECTION @ EAVE DETAIL
<br />A50 ` SCALE:1" = 1'-0"
<br />A50 :
<br />SCALE:1" = V-0"
<br />LAYE>ai8:YP X" GWB. _ .........-..--.-.--.-. .MPR. TR U J SSES
<br />@ 24" O.C. EA. SIDE
<br />/:SEE PLANS) \ �L
<br />•ter-�r-�r�r �r�r�r�r
<br />REOT). INSUL._®rX X XI X X X X
<br />If
<br />)( )( I )( )( i
<br />112"GWB. J I 2x NAILER 45 TO 49 STC SOUND
<br />SEE PLANS',
<br />T c 2-2x TOP PLATES 4 HOUR FIRE:
<br />(2) LAYERS 5/8" TYPE "X" GWB. now.
<br />EA. SIDE: �� I r J
<br />2x6" STUDS �7a_ 16" O,C• W/
<br />1" AIR SPACE BETWEEN WALLS
<br />.................................................................................................................. _. REQ'D. INSUL. (SEE PLANS )
<br />� ROOF CONNECTION DETAIL Cad PARTY WALL
<br />\A56. ' SCALEA' = 1,-0 "..- .
<br />4" CONCRETE SLAB W16"x6"x10
<br />GAU GE WELDED WIRE FABRIC.
<br />VAPOR BARRIER -�
<br />,6" X. '2,1" CON
<br />FOOT
<br />W! (3)
<br />CONCRETE FILLED CELLS @ 48" O.C.
<br />REINFORCED WJ'' (1) #5 REBAR, LAP
<br />@ 24" (3 COURSE.) W/ 9" HOOK
<br />SLOPE GRADE AWAY
<br />FROM STRUCTURE
<br />CLEAN, COMPACTED.
<br />{ TREATED FILL.
<br />:(. `•.-9.�,: CONCRETE FOOTER DETAIL
<br />,A50) sCALE:1" =, -0
<br />ONE LAYER 5 8" TYPE X. GYPSUM .rVALLBOARD OR GYPS' IM. VENEER BASE APPLIED
<br />PARAI. LEL OR AT ?�Ii7HT ANGL..:ES T;:) EliC IDE =F 30L.JBL.E ROW OF :' X. 6 WOOD
<br />STUD 16" 0.1,;. ON SEPARATE PLATES 1" APAR'T "jITI••1 e:•D COATED NAILS, ` 7/8"
<br />LONG, f:).0915" SHANK. 1,14' HEADS, ?" O.C.
<br />;OINTS , }� ,GERF..D lei" t�N OPPO.IT SID i�F.IZ{ NT(t;.. BRACING REQUIRED AT
<br />MID HEIGHT. ;LOAD' -BEARING
<br />THICKNESS: 13 114"
<br />APPROX. `v1lEIGHT8 PSF
<br />FIRE TEST: SEE WP 3605 (UL R13194.
<br />61 6-17-52; UL R2717-39,
<br />1-20-66; UL R3501-52,
<br />3- 15-66, DESIGN U305;
<br />ULC DESIGN W301)
<br />SOUND TEST. ESTIMATED 65 STC
<br />6 : _ GYPSUM WALLBOARD ON WOOD STUDS
<br />SCALE: N.T.S.
<br />(P.T.) POST (SEE PLANS)
<br />PB POST BASE
<br />'V: STANDOFF
<br />144 CONT HORIZ ICE -BAP: -
<br />4. �,.t.N . SLAB L�'vq/ /
<br />6x6--W2AxW2 ? 'N Y..M.
<br />W/ 6 MIL. VAPOR BARRIER
<br />s VERT. RE -BAR @ 41.8" O.C;
<br />'v,',, ALT. HOOKS t MIN. 3" CLR.
<br />4 'PIRE:F. DRA€N TIL. %� ?. ',,, �_ 2 %tc1 :`�'"vT. HORIZ. RE -BAR
<br />SET IN t`RR%,�, E-L AS REQ'D..—� _. AS REQ'D.
<br />o PORCH FOOTING DETAIL
<br />SCALE:1 = 1 0"
<br />CONVENTIONALLY FRAMED 1"X6" NAILER -NAIL INTO SHEATHING
<br />ROOF MEMBERS PER PLAN W/ 2-16 NAILS @ 24"
<br />ROOFING/FLASHING AND /
<br />15/32" PLYWOOD OR 7116" 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 />(OPTIONAL: 2"X6" NAILER)
<br />— — — — — — — — — — — — — -
<br />---------------
<br />MAIN ROOF PRE-ENGINEERED
<br />OR CONVENTIONALLY FRAMED
<br />TRUSS SYSTEM
<br />TYPICAL OVERBUILD VALLEY FRAMING DET.
<br />,-••• TRUSSES W/ HEEL f`z�, 24" O.C. (SEE PLANS)
<br />ROOFING PER PLAN ON 15# FELT
<br />OVER 3,%4"
<br />CDX. PLYWD. SHEATHING
<br />2x SCREENED BLK'G. AS REQ'D.
<br />1" FOAM AIR BAFFLE:
<br />/
<br />(SEE PLANS}
<br />\
<br />(SEE PLANS)
<br />MIN 12" ABV. INSUL.
<br />\
<br />2x6" SOLID BLK'G, @ PLYWD, EDGE
<br />-
<br />NAILING
<br />-,-, , r-,
<br />SIMPLE META 16 STRAP W/12 - ld
<br />REQ'D. INSUL.
<br />NAILS EACH END OF TRUSS
<br />EMBEDDED INTO BOND BEAM
<br />G.I. FLASHING
<br />(SEE PLANS)
<br />5,8" :a'v'!r;�.
<br />r :1 P.) O.H.
<br />SEE PLANS
<br />.......
<br />. ..SEE PLANS G.I. GUTTER ON
<br />. .............. ..-----
<br />2x FASCIA BD.
<br />(SEE PLANS)
<br />2)e6l' STUDS ,,cs 1 £
<br />O.; ,
<br />�'�l I
<br />NOTE. EX-C. WALLS
<br />Vy'/ REO'D. INSUL..
<br />& MO::STt.JRE
<br />SIDING PER PLAN OVER 1:i# FEI..T
<br />BARF,'I>E:
<br />��
<br />�
<br />OR EQUAL BLD'G, WRAP OVER
<br />5/8" CDX. PLYWD- SHEATHING
<br />ROOF CONNECTION e- T.O.W. 2ND FL DETAIL
<br />�A50, • SCALE:1" = V-0"
<br />VENEER (PER OWNER) SEE PLANS
<br />iN/ I`IA S0 NRY TIES @ 16" O.C.
<br />VERT. & i••IORIZ
<br />CONT. FLASHING 65� :C}TTOM COARSE
<br />a� WEEP HOLE
<br />FINISH GRADE
<br />------------ ---------------- --____
<br />M
<br />`���
<br />ELIMINATEMORTAR R 1�
<br />M PROVIDEHOLES @ HEAD
<br />. 4"
<br />r
<br />4
<br />1" AIR SPACE
<br />,FLOOR SYSTEM NOT SHOWN,
<br />REFER TO PLANS FOR
<br />ADDITIONAL INFORMATION
<br />CONC. STEMWALL
<br />(PER PLANS)
<br />72' O.C.
<br />a .a
<br />a
<br />d
<br />t:....-7•, VENEER DETAIL (a) FOUNDATION
<br />ASQ,' SCALER" = 1'-0"
<br />III GARAGE: DOOR
<br />EXT.WALL(SEE PLANS -- — PER OWNER
<br />III I
<br />r X 8" 'TRIM B11 I 4" CONC. SLAB W/
<br />III _ 6x6-W2.1xW2.1 W.W,M.
<br />III I J W/ 6 MIL POLY V.B.
<br />1/2" EXP. J�4T. III I �
<br />SLOPE SLAB 1/8" PER FT.
<br />::)RIVE%'VA (PEI t�V"ti'NER III
<br />SLOPE: AWAY FROM BLDG. � _
<br />12
<br />1,8�
<br />p e •.�X- —X- °
<br />� i e
<br />a ° (1) f#4 CONT. HORIZ.
<br />c
<br />� v ° a ' RE -BAR MIN, 3" CLR.
<br />d
<br />°
<br />•a 0'
<br />11 'I GRADE BEAM 0 GARAGE
<br />,.. .......... -.
<br />A50 SCALE: 1" = V-0"
<br />2.x4" BRACE @ 48" O.C. AS REQ'D.
<br />NAILED TO 2x SOLID BLK'G. (U.N.O.)
<br />0 0
<br />MFR. TRUSSES o 0
<br />@ 24" O.C.
<br />(SEE PLANS)
<br />REQ'D. INSUL. ( )(
<br />LJ LJ LJ LJ
<br />2x CLG. NAILER —'
<br />5/8" GWB. ---+
<br />SEE PLANS
<br />2x6" STUDS @ 16" O.C.
<br />W/ REQ'D. INSUL. & MOISTURE
<br />BARRIER
<br />/ ROOFING PER PLAN ON 15# FELT
<br />OVER 3/4" CDX. PLYWD. SHEATHING
<br />2x BLK'G.
<br />1x DRIP ON
<br />2x BARGE. BD.
<br />1 (SEE PLANS)
<br />GABLE TRUSS Wl 2x
<br />If OUTLOOKERS @ 24" O.C.
<br />A23 CLIP BRACE
<br />TO WALL
<br />2-2x TOP PLATES
<br />NOTE: EXT. WALLS
<br />SIDING PER PLAN OVER 15# FELT
<br />I OR EQUAL BLD'G. WRAP OVER
<br />5/81' CDX. PLYWD. SHEATHING
<br />(SEE PLANS)
<br />(TYP.) O.H.
<br />I. SEE PLANS
<br />; ;4 ROOF CONNECTION DETAIL 0 GABLE
<br />�A50 SCALE:1" = 1'4'
<br />1" AIR SPACE BETWEEN WALLS 0 v (2) 1 AYERS 5/8" TYPE "X" GWB.
<br />FIRE BLOCK @ 10'-0' HORIZ. & VERT. EA. WALL
<br />I
<br />2x6" STUDS @ 16" O.C. W/ -- 4" CONC. SLAB 1, 1
<br />3-1/2" BATT INSULATION 6x6-W2.1xW2,1 W.W.M.
<br />W16 MIL VAPOR BARRIER
<br />(P.T.) 2x6" MUD SILL
<br />W/ 518"--x i 0" A.B. @ 48" O.C.
<br />— — — — — — — — — ° — — — — — — — — — —.
<br />cX ;.Aa-X — ..-oX .d - a X —X - —X - .--TX -
<br />i •. 4
<br />° v
<br />I �
<br />c ° d
<br />i LLI
<br />(2) #4 CONT. HORIZ. RE -BAR
<br />° ! EU
<br />Icn
<br />#4 VERT. RE -BAR @ 24" O.C. WI as °
<br />ALT. HOOKS / MIN, 3" CLR.
<br />........... ................................................. .
<br />(2) #4 CONT. HORIZ. RE -BAR
<br />MIN. 3" CLR. AS REQ'D. 24„
<br />eQA�'FOOTING 0)PARTY
<br />SCALE: 1" = V-0"
<br />FILLED CELL W/ ##5 VERTICAL
<br />REBAR @ 48" O.C.
<br />4" CONC. SLAB W/
<br />6x6-W2AxW2.1 W.W.M. --- ---
<br />W16 MIL VAPOR BARRIER
<br />j FINISH GRADE
<br />X— -X— -X— -X
<br />KEYWAY --"�j G A. A
<br />24"X14" CONT. CONCRET
<br />FOOTER, 3000 PSI W' n d
<br />(3) CONTINUOUS ##5 REBAR a
<br />. v
<br />d .
<br />v A
<br />• • 4
<br />/( .2� STEMWALL FOOTER DETAIL 0 GARAGE
<br />r A50 SCALE:1 = V-0"
<br />1f2"- ANCHOR BOLT @ 48" O.C.
<br />& CORNERS W/ MIN. 7" EMBED.
<br />1/2"- ANCHOR BOLT C 48" O.C.
<br />12":x24" THICKENED
<br />& CORNERS W1 MIN. 7" EMBED.
<br />SLAB REINFORCED WI
<br />4" CONCRETE SLAB W,/ 6"x6"x10
<br />4- INTERIOR WOOD STUD WAIL , - �
<br />�
<br />(3) CONT. #5 REBAR
<br />GAUGE WELDED WIRE FABRIC.
<br />-�
<br />SEE: SHEETA50 FOR DETAILS
<br />4" CONCRETE SLAB W/ 6"x6"x10
<br />GAUGE WELDED WIRE FABRIC,
<br />6 MIL, VAPOR BARRIER OVER
<br />FINISHED FLOOR
<br />COMPACTED FILL -POISONED
<br />e
<br />°
<br />d d °
<br />— — — — — — — — — — — —
<br />4
<br />d d
<br />4
<br />°
<br />d
<br />°o
<br />o o
<br />°� o o 4D
<br />° /
<br />d
<br />d d
<br />°
<br />>11
<br />6 MIL. VAPOR BARRIER OVER
<br />COMPACTED FILL - POISONED
<br />STEP DOWN DETAIL
<br />SCALE: 1" = V-0"
<br />"14� THICKENED SLAB 0 LOAD BEARING
<br />A50 " - "...................................................................... ...............................................
<br />SCALE:11'-0
<br />@ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION
<br />O
<br />J
<br />U)o04
<br />O Mao
<br />} 00
<br />cM
<br />F Q J N
<br />fn LL.
<br />ao
<br />W
<br />] Z N
<br />--` ri
<br />< g co
<br />WNW 00
<br />W co Q
<br />_ �L J
<br />di >
<br />z
<br />T_
<br />W
<br />U
<br />a.
<br />W
<br />LL
<br />cr)
<br />OZ
<br />N
<br />�LLL
<br />�c)0
<br />d
<br />a
<br /><t LUtz
<br />0
<br />. c�
<br />-
<br />O Z
<br />Z
<br />00 @�
<br />c)
<br />C7 w
<br />LU
<br />Z U)
<br />U (Xm
<br />�Q
<br />a0
<br />F-
<br />OU)
<br />W
<br />OIf
<br />A
<br />O
<br />N
<br />F_
<br />CL
<br />W
<br />U
<br />Z
<br />ZF_�
<br />Owcy)
<br />N
<br />O
<br />U Of
<br />_J
<br />U
<br />���J
<br />LU
<br />=JQ
<br />J
<br />Z CO
<br />O �
<br />W
<br />=p
<br />Z
<br />WOW
<br />Z
<br />CL
<br />3:
<br />N
<br />O
<br />b—
<br />L
<br />_ i " IIy
<br />signed
<br />"
<br />Robert T
<br />=�e
<br />Haug
<br />9 ? 24575
<br />¢
<br />Date:
<br />2021.06.10
<br />16:33:3
<br />-04'
<br />W
<br />N 00
<br />W
<br />Z
<br />Ln
<br />O Lo
<br />O _j Uj o
<br />0 N
<br />Z
<br />=* Q
<br />,�
<br />o w
<br />LV
<br />0 W
<br />U
<br />Z
<br />~ Of
<br />I LI
<br />W LL
<br />0
<br />O
<br />z Y
<br />v)
<br />O
<br />w W
<br />a
<br />= m
<br />U
<br />Q
<br />0 0 U On
<br />SHEET NO.
<br />'A5■
<br />SCALE: 1/2" = V-0"
<br />
|