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<br /> FRAMING $ FND. DIM. 2x STUDS PER PLAN 1
<br /> FRAMING 4 FND. DIM. EiL
<br /> AN fII,2x STUSPERPLAN SLLPLAN 11111''OkkA
<br /> wZ
<br /> w/4 T.40. PLYWOOD �•� � ~ 17.!!.
<br /> 4o Z
<br /> SHEAR WALL PER EITHER FACE OF WALL ►' \\ v�_ __ O
<br /> SUBFLOOR GLUED NAILED d BATT INSUL. PER PLAN c�� �3 -
<br /> FLAN $ SCHEDULE J° FINISH PER ELEVATION = z M I w2x STUDS PER PLAN IOVER 15 Ib. BUILDING T.J.I. FLOOR JSTS. PER PLAN - 4 ' 1� •I 0VE // ° SHEAR WALL PER PLAN ► Q.,A w t.FINISH PER ELEVATION MUD SILL $ ANCHOR PAPER R / BATT INSUL. PER PLAN MUD SILL ANCHOR._OVER 15 Ib. BUILDING PAPER BATT INSULATION PER PLAN \\ \ \ ii
<br /> GAN BE INSTALLED ON I
<br /> -u' BOLTS PER FND. PLAN OR SHEATHING PER PLAN \/,�/\/\/i a• ' .� BOLTS PER FND. PLAN OR 1 , \� ,
<br /> OVER SHEATHING PER PLAN �`_ .... .... // / // , ° EITHER PAGE OF WALL I► �, „ ,,
<br /> obj
<br /> STRUCTURAL "S" SHEETS " / ■ `� \ \ c' ALHEETSZ' FLASHING (I) #4 BAR CONT. MAX 6 � � f, �� /\/// � ► i,� �.J
<br /> 1 O FND. WA Z FLASH I NG y �, ®. • •
<br /> • 2x WOOD TRIM BELOW TOP' OF LL ,• Z a
<br /> .-_ 2x WOOD TRIM PER--),,
<br /> I Y4 L.S.L. RIM
<br /> P —4" GONG. SLAB OVER 67 �.+ u�/�� �I 'AIA I ,/ .p X °' . a • ,� z
<br /> PER PLAN PLAN (OPTIONAL) \ 14 GPI'4 I 1.. R TA I N I NG it `ALL GRAWLSPAGE •/\/\ /•
<br /> „ii
<br /> (OPTIONAL) MIL. BLACK V.B. OVER is ►1.■�I In o(..>- o J w o
<br /> l-,,_zz otnt- o
<br /> 4" GRANULAR FILL z WOOD TO GRADE (I) #4 BAR CONT. SCALE: I = 1,-0" 4' MAX. /\/\/ ..• c''` /. w o a -Q ,,'W L-
<br /> ,' 30" MAX. SLAB TO GRADE ' I _ ° Y 16d TOE-NAILS d 111 Al MAX 6" BELOW \\/\/ —F-•w z N a w
<br /> 6" MIN. WOOD TO GRADE • I '1. -- aTOP OF FND. WALL 2x STUDSPER PLAN - _
<br /> . • _ // . <�w ow to o0
<br /> ° �0 4° O.G. ' ":441-D--
<br /> -s.
<br /> I '1, a� a�W��o�
<br /> 7 { •`/ //\///// `/ . a ' ° MUD SILL $ ANCHOR dJ l� I-z o o'- w
<br /> \ �-[ 11 i �,. •• , •
<br /> i+��v ��I, \ S � o cn� z o=t-z az �/�/ � ' °�� °� ° z ,� H TIGHTLINE // / \ d BOLTS PER FND. PLAN OR FINISH PER ELEVATION iDE°°iao 2izi
<br /> _I /A� �I �Ir 'AIAII' \\ G, NT L. TP I M I`��7 l `4l�l�L- GRAWLSPAGE ❑o w=w�, w _ .
<br /> - / i i / Q z STORM \ i . OVER I5 Ib. BUILDING BATT INSUL. PER PLAN �"c z o Z?Z
<br /> // / /\ / // STRUCTURAL S SHEETS to o =
<br /> O TIGHTLINE STORM /\\ • a°.11 \ #4 BAR @ la" O.G. _ - _i DRAIN IF /\\\ d°.I z FRAMING $ FND. DIM. PAPER OVER . SCALE: I" = II'-O 3' MAX. w o D a_W 6- cn�,_
<br /> - DRAIN IF REGID / // / �1 '/ / //VERTICAL w/ 4" 2 4 REQ'D //// • ! 4 - #4 BAR @ IS" SHEATHING PER PLAN SHEAR WALL PER t,-,m o n a u_z w l-fx w
<br /> /\ �' \ \/\! \ - BATT INSUL. PER PLAN `. FRAMING $ FND. DIM. w r o (nu-, '
<br /> \ \ 11 • ' \ \\ HOOK AT FOOTING \ PLAN $ SCHEDULE w p w a o w N w w-i_
<br /> O.G. EACH WAY �tcncirx�<oLawww-i-
<br /> ii / tX cv 2x STUDS PER PLAN 'Z' FLASHING z°a to w U N a
<br /> / ALTERNATE HOOK 6 L BLACK V B SHEAR WALL PER . w U to --IF_x to=o
<br /> a: _ • ' DIRECTION in m 0 ® -� •.- ' =�,_ PLAN $ SCHEDULE
<br /> in r-. •l .4--, - 3/4" T.$G. PLYWOOD 2x WOOD TRIM SHEAR WALL PER ° a a
<br /> m -I a •� MI \ MUD SILL $ ANCHOR ~ •-�z
<br /> � / I BOLTS PER FND. PLAN OR I-w i _w o z o 0 z h
<br /> -' \ 't'' : - (2) #4 BARS -y-
<br /> _;,.,_: ,.74% ' 8 FINISH PER 1W 4 ELEVATION SUBFLOOR, GLUED $ NAILED PER PLAN PLAN $ SCHEDULE 1 WcnW ooamoa,_
<br /> , �. STRUCTURAL S SHEETS = F
<br /> :. \ \ �• \ /�. /\/(2) #4 BARS I (OPTIONAL) 2x STUDS PER PLAN >� v W o o w
<br /> CONTINUOUSCONTINUOUS
<br /> OVER 15 Ib. BUILDING ® FLOOR JSTS. PER PLAN FINISH PER ELEVATION ` a°a=_w a o
<br /> 4" dia. PERF. FND. DRAIN w/ „ 4 dia. PERF. FND. DRAIN w/- 4.11 an 4� \ ! BATT INSUL. PER PLAN z w I-3 w a w a a
<br /> 4 8 4 # BAR ® IS CONT. FILTER MEMBRANE / X PAPER OVER11011. NOTE. SLAB ON OVER 15 Ib. BUILDING PAPER
<br /> CONT. FILTER MEMBRANE X X `� 4" HOOK ALT. DIRECTION SHEATHING PER PLAN 4 .°. w GRADE TO BE OVER SHEATHING PER PLAN •
<br /> "SOCK" AROUND PIPE O.G. HORIZONTAL SOCK AROUND PIPE BITUMINOUS DAMP PROOFING ��
<br /> ! GRADE �°i •. INSTALLED PRIOR TO `® C )
<br /> is ii TOP OF FTG. TO TOP OF SLAB 16d ® 6" O.G. \
<br /> 8 SND. �IL.L. ® GizG TYfi�. 8 ANO. r `Il'tLL (JSTS. PERP.) 'Z' FLASHING ' .��i I y4 L.S.L. RIM \\%/��%\�%\\%\�• I1iL° a �� BACKFILL PLACEMENT 'Z' FLASHING ;� MUD SILL $ ANCHOR o
<br /> SCALE: I" = I'-O" SCALE: I" = I'-O" T.J.I. /\/\\/0 • • \ 4 �� z ;`® BOLTS PER FND. PLAN OR •F'— C) g z
<br /> 2x WOOD TRIM PER j� / a. PER PLAN ,a � ¢ to tn
<br /> XFRAMING FND. DIM. PLAN (OPTIONAL) ►� - STRUCTURAL S SHEETS
<br /> _ rid P..1, 111_ I2 FREE DRAINING , o • •'••
<br /> °' U W v
<br /> BATT INSUL. PER PLAN �� GRANULAR FILL . •1 a • (OPTIONAL) •
<br /> '-1-4.6,?, b ° ii MIN. 1" BETWEEN STUD '� im
<br /> �.t W H _
<br /> LUw
<br /> BITUMINOUS1 $ CONC. STEM WALL 1 #4 BAR CONT. MAX. 6" >
<br /> -- 1 • p2x STUDS PER PLAN 16d TOE-NAILS o � , °� a ,•. ,•— (I) c c6
<br /> BATT INSULATION PER PLAN DAMP-PROOFING TOP,= •
<br /> 2x STUDS PER PLAN '. �o_ a° 4 11, �. I"" o �;
<br /> 6" O.G. •I • - P �� BELOW TOP OF FND. WALL H N
<br /> OF FTG. TO FINISHjo. \
<br /> GRADE { ° . - • ,\// / / ' �H ' : o X
<br /> x MIN. WOOD 2x STUDS PER PLAN aF. \/\/\ `� 2x FURRED WALL $ Q
<br /> IY2 CLEAR(` \ \ \ '� w
<br /> FINISH PER ELEVATION TO GRADE : `• `•1. 1� MUD SILL $ ANCHOR SHEAR WALL PER X �-, �4,�+ ° d // / '; ll• . . INSULATION PER PLAN
<br /> OVER 15 lb. BUILDING �� BATT INSUL. PER PLAN �\ / ��.___i 1 BOLTS PER FND. PLAN PLAN �� 011 4 2x FURRED WALL $ ' 11 _ ~ o o
<br /> PAPER OVER • %\�' \ �-�. I1 I MUD SILL $ ANCHOR _ INSULATION PER PLAN .4l 2 : Ce o o ao
<br /> Osk SHEAR WALL PER / . .�. a. 4, 1 BOLTS PER FND. PLAN OR OI #4 BAR @ 10 •. ' . .a _ �I� Uw •o
<br /> SHEATHING PER PLAN / /\ - -� . I 12 FREE 8 ✓J2 �-
<br /> • I� (U #5 BAR GOVT. STRUCTURAL "S" SHEETS d- O.G. HORIZONTAL,-:--• 1S 4" GONG. SLAB OVER 6 DRAINING ROCK 0 ` i °" H PLAN $ SCHEDULE \\/\� �!.�. • �, ,tco co
<br /> Z FLASHING / // .t e. d•�. 1 MAX 6" BELOW MIL. BLACK V.B. OVER
<br /> MUD SILL $ ANCHOR \\ \ •-•-•=• • 1 1 _ Ilato �.
<br /> . 1 TOP OF FND. WALL >. 1 #4#4 BAR 16" �. i " BITUMINOUS 4" GONG. SLAB OVER 6 O w
<br /> 2x WOOD TRIM �' \/\ •-• •.•� S 4 GRANULAR FILL
<br /> BOLTS PER FND. PLAN OR /\0 . . \ # O.G. VERTICAL X DAMP-PROOFING TOPS - " :II MIL. BLACK V.B. OVER z
<br /> \ • • • • °• A z WOOD TO GRADE � - (I) 4 BAR CONT. , �' •• : " � Cu--4-
<br /> PER PLAN � �� �� \ \- � _ `t-Y--x--_:= �- �- ¢ . ° . ,�--�,�� �� ��
<br /> STRUCTURAL S SHEETS \ 0I�I=�W • : 'n; • 1� a ° w/ 22" HOOK g ' PROVIDE R-IO "( OF FTG. TO FINISH 3' 14 a : 4 GRANULAR FILL Z w(OPTIONAL) // />-• .•-•-• , 11 a. MAX 6 BELOW ¢ T ' n w x
<br /> / ��:�:+ a S THERMAL BREAK GRADE R-I O RIGID INSUL. �-+ Lt_
<br /> \ 1� - FOOTING d a • z Q
<br /> 2 ' .� \>-•`• NOTE: SLAB ON a 1 i TOP OF FND. WALL > � � w t�
<br /> \ ` I /\�7 war` •. °. . 1► S ''1 �� UNDER LA > u_
<br /> -•-•-•-• 4 d GRADE $ WOOD '\ •��,. � 4 dia. PERF. FND. DRAIN HP�f •• ° ' md :1 4 R S B Q p
<br /> ��: 1� // i/ / G BITUMINOUS DAMP-PROOFING 1 ► #4 BAR IS" "
<br /> \ 1%>••I1 \\ •-•-• • H •TIGHTLINE / CONT. FILTER MEMBRANE ¢ •
<br /> GRADE NOTE: SLAB ON - II - ' S • d �� ° a • ° d. • v
<br /> - - FLOOR SYSTEM TO BE z \ , v a a = -
<br /> d • � ' •�-�•�• • •° z STORM \/`� SOCK AROUND PIPE S •.' �� °' 1 ° a
<br /> 7-tr
<br /> < . 111 • " 1 INSTALLED PRIOR TO y " TOP OF FTG. TO FINISH GRADE � O.G. EACH WAY aNI•
<br /> \\/\�'\\ \\'\ j) GRADE TO BE -.�.-.-. d / f--_ ,_i-{ri° PROVIDE R-10 ' -� tr , .
<br /> /•,// // // 'bi I� BACKFILL PLACEMENT 0 = DRAIN IF /\\\ �.� a #4 BAR 18 \ F,� ,- . ..-������������������ a •a . .° . �;
<br /> 14A/'' . ' INSTALLED PRIOR TO -.-.-.. ' '° - `p En - REQ I? / / 1 { d aa- a a" THERMAL BREAK=,, ' ' • ���������� ��������� ��
<br /> \ •� 1� cv > >� / / t O.G. EACH WAY -w--,),5c),-_-,0,- . 1 : ..�....v...�.���...�
<br /> ,/, \ 1 . . I BACKFILL PLACEMENT -._*Mrs • •• • \ �\ E� d d � � • ° . - 03
<br /> ),_,(4. )-: \° � '147 . 1� 2x FURRED WALL = >Y - •° 'l 6 MIL- BLACK V.B. = •• i • Bi o. a �
<br /> .- ._ .a �� $ INSULATION PER m a � a a• .. 4 • ° % � in x a ._ %
<br /> PROVIDE R-10 6) , v �� - ,
<br /> BITUMINOUS a '-•-•-•�• 1 CO _:. �. ®-, �: d �
<br /> > :_; - ° •a PLAN a. ® - =�_= "-- •�; :._ - ' ': ' • ° • / \ RIGID INSUL. A • ' ' - . ,� \ A- // /�/
<br /> DAMP-PROOFING TOP "•-• -• � 1. •`��``� a ' ° .. • \/\ � •a
<br /> ' : . 41/Sx` d _ � A - 8 # 4 . ° \ \ �,r.--, q \ \�(2) #4 BARS
<br /> -• .• • 1 1 1� \ \ (2) 4 BARS ° 4 \/ UNDER SLAB `� \ H_ ¢ R �\\/\\
<br /> OF FTG. TO FINISH S_ s-��- • /\/
<br /> BITUMINOUS -- CONTINUOUS \ / 4 8 4pf:.l CONTINUOUS
<br /> GRADE 1' q° �� •.••�• ' 4 4" dia. PERF. FND. DRAIN w/ 1 Y
<br /> �s ;. ; DAMP-PROOFING ��f: 4" 8 4 (2) #4 BARS 4" dia. PERF. FND. DRAIN w/ 4"- HOOK;
<br /> • • d. •• 1 CONT. FILTER MEMBRANE 4 HOOK ALT.
<br /> ------,- .•1 TOP OF FTG. TO 0.4.:••V. „ CONTINUOUS '
<br /> CONT. FILTER MEMBRANE ,
<br /> IY2" CLEAR :1 X • • ' • 1 SOCK AROUND PIPE HOOK DIRECTION / 10 8 I -6 "SOCK" AROUND PIPE
<br /> a < TOP OF SLAB J.-•r• • 1� , -
<br /> - - aT. : °•' . X coosrs ".. :aa ° • ; 1 �I �q� AI I /- �I iI II A �I �I/� 1A;,
<br /> � A
<br /> • >- ._. •• • 1� TYP. FND.. 1' `11 'ALL (JSTS. PERP.) �/ I`lT l.� T I I V I I G 1' `4 L•� CANT L TA I I I I` G 1' `{l't �
<br /> -- • .o :+ � MIN. 1/2" BETWEEN STUD04
<br /> -•_•-•-• 1` " = I'-o" w/ PONY WALL SCALE: I" - I'-O" 4' MAX. SCALE: I" - 1'-0" , ` 3 '''_ '- "
<br /> - :+ i. " •a' i $ CONC. STEM WALL SCALE: I - - 3 o MAX.
<br /> 12" FREE DRAINING Q' er.a.•. - °' °• 1 FRAMING FND. DIM. 2X STUDS $ BATT FRAMING FND0DIM' "°
<br /> Cei
<br /> '4 • :+�� • ' • 1 1�
<br /> GRANULAR FILL ,-._.-.-. ° . . ,
<br /> I NSUL.PER PLAN
<br /> 2x STUDS PER PLAN /4 T.40. PLYWOOD SUBFLOOR, GLUED
<br /> .• ' • b :• MIN. I" BETWEEN STUD �!�;�� 1 1 #4 DOWEL 6" O.G. FRAMING 4 FND. DIM.
<br /> ;. , $ CONC. STEM WALL 3�:�.•4 . . m1 •• 1 =1 SHEAR WALL PER BATT INSUL. PER PLAN SHEAR WALL PER $ NAILED OVER F-LR.JSTS. PER PLAN (: I
<br /> PLAN• $ SCHEDULE
<br /> '' 4 �� �!.• all ►� PLAN $ SCHEDULE " BUILDING LINE BEYOND BATT INSULATION PER PLAN
<br /> #4 BAR g IO - ' •d , m MUD SILL $ ANCHOR �.
<br /> . ., 4 4 j f;fp a (: IY2 CLEAR- FINISH PER ELEVATION I1'w G.W.B. PER PLAN
<br /> O.G. HORIZONTAL_• _ e '/1 3-0OVER 15 lb. BUILDING PAPER BOLTS PER FND. PLAN OR - . 16d 4" O.G. 0
<br /> 1r, .0 . d " -. . . ,
<br /> . ° STRUCTURAL "S" SHEETS
<br /> 1 * 0 kn
<br /> '• ' - • 2x FURRED WALL $ 12" FREE ��-�a d• � < 1� #4 BAR 10" OVER SHEATHING PER PLAN „
<br /> n DRAINING • ' -.. I� 4 GONG. SLAB OVER 6 (2) #4 BARS 4 GONG. OYER 6 MIL. >C
<br /> #4 BAR @ 12" ( r , • ' -b , °'•. �l O.G. HORIZONTAL111 I
<br /> .• ;�.� �a4a �� INSULATION PER PLAN ROCK >��f:� - . . 11 ,• �� 'Z' FLASHING �, ;. MIL. BLACK V.B. OVER I BLACK V.B. OVER 4 +'. ;, 1'_ , -, ,,, ,:. / ��
<br /> O.G. VERTICAL t 4" GRANULAR FILL I'
<br /> �' r � ;telt a • ;a � ly #4 BAR ® 6 ,.� GRANULAR FILL � .ate
<br /> • •-• P: 2x WOOD TRIM PER
<br /> o = . + ° : �,:� i 1� O.G. VERTICAL PLAN (OPTIONAL) (I) #4 BAR CONT. MAX. 6 v -- _ I'_'tl '
<br /> #4 DOWEL dd i� ' � 4 GONG. SLAB OVER 6 1 '. �� a .7_4,,,,,
<br /> i T
<br /> �, MIL. BLACK V.B. OVER 4 dfa. PERF. FND. 4' \ ' Z I-
<br /> g 12 O.G. �`� ° I I� 4" GONG. SLAB OVER 4" GONG. SLAB OVER BELOW TOP OF FND. WALL .!. a°: . • . •, ° _ a a i n�, _
<br /> �, o-,_.- .' a • 4" GRANULAR FILL DRAIN w/ CONT. s3• .I�' (� �. °, .. a 1.1 - \
<br /> X36 r R-10 RIGID INSUL. OVER 4 GRANULAR FILL • d } 4 �� 4*- - ' '�' ►:'- � \: t•
<br /> �, �+ . FILTER MEMBRANE •-•' 1 '� . • �' 1 ° �� a
<br /> ILI
<br /> LAP=2S PROVIDE R-10 "SOCK" �� 6 MIL. BLACK V.B. OVER • 11 • A �•a . . • .
<br /> „ �• SOCK AROUND PIPE � 1 ' 1 • r + °. . • . . . f H , .
<br /> 4 dia. PERF, FND. DRAIN w/0 + ° ' ••• THERMAL BREAK �/ \ % • 1+ 4 GRANULAR FILL • - .Ti 11 rr � � • . 4•• a !��r � rO•��v liNg1���r��� /rel \.\ -,._,4'--\\,/,'
<br /> � ai a ' T.J.I. FLOOR JSTS.
<br /> S \\ \\ I'° j. ° \ F_� a 11 ' 1' �J z / .06: / / STUB OUT #4 BAR / ' . . PER PLAN
<br /> CONT. FILTER MEMBRANE ' , _ ' // /-A.I t : ,1. ♦ o. • • A - .a. �4 Z ! ; \/ . . / \% /\ \�\ ,� �, /\/
<br /> „ „ a /\\/\\� ��- ° a 1 • :a ° a°. r --- - -g- - - -X- - ' � , \;
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