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S2.1 • ���ED PRDFFs ,,z„ MAx. '4 �w� IN�F ���2 // '/," MAX. . ♦/ 51 9PE l - FOUNDATION a 2x fE R ON FOUNDATION a 2x fE lo,�fri 12, � �� r....A—�, �' t:_ Eires: 6-30-19 ais IDROP FOUNDATION I" 0 3x fE REFER TO PLANS FOR ( DROP FOUNDATION I'"a 3x fE , 3x fE LOCATIONS IF ANY REFER TO PLANS FOR>K k/ 3x fE LOCATIONS IF ANY k;, s 'I'y" MAX. Ii z €=I , 1,01/ gt.FOUNDATION a 2x fE :� ,\,,, $QV. fl£ JIV 1 € 114,, ��Ca Co 1 FOUNDATION AT 3x PLATE AREAS 111111111111111SCALE: 3":1'-O" FOUNDATION AT 3x PLATE AREAS 1 ----±--- < -�-- SCALE:3":1'-O" ,a,„,14.1 ��a / 2x6 STUD WALL Ilphli DROP FOUNDATION i" +3x fE1 g\ ___Iv e 16"O.G. / REFER TO PLANS FOR �: \ 2xb STUD WALL 3x IE LOCATIONS IF ANY " •° °¢ 2xb BLK'G IN-BETWEENm `rs 0 l6"O.C. FLR TRUSSES w/ I LS lbd b"O.C.TO SILL I °�' Ibd's a 16"O,C.TYP I m U UNO.ON SHEARUJALL \ 2x6 P.T.IE w/is"x10" 16d's a 16"O.C.7YP.UN.O.ON / 111111111° PLAN #SCHED ANCHOR BOLTS 4'-J"O C. SHEARWALL PLAN t SCHEDULE t WITHIN 12"B ALL I ® M WALL SHtG CORNERS t OPNGS OVER ?xb CONT.w/Ibd Q, SILL SEAL(UN.OJ WALL SHT'G e 12"O.C.TO SILL PER SCHED ON SHEARWALL PLAN PER SOWED FLOOR SWIG SCALE: 3":P-D" FLR SHT'G EDGE NAIL'G FLOOR SHT'G PER PLAN PER PLAN INTO SILL E \ PER PLAN EDGE NAIL'G M EARS CONT. �` \/ INTO SILL iE .11 6 \/ 2x6 P.T.fE w/ 'a xlO \/ eumeme x TFE a 4A AND 6T FOR MESE e TOP 4 BOTTOM _.�%.. �� ACCoMF DRBY A D ARE va ro aNY WEN < <-�� __ '4 BARS CONT.* >< ;I ANCHOR BOLTS w/ �"rswi> ni ca° aruTl � BY PROVIDE 24 HOOKS , TOP t BOT 1 WALL SWIG yeel.OS e ALL CORNERS \ \ I fN At \ I I PER SCHED E WASHERS 4x3 x3 AS SHOWN HMV caNs�tTS6 MBES*LLC AND SEALED MTH A PROVIDE 24"HOOKS 4'-0"OL. t WITHIN 12"OF ALL SET STRIP AND sGNAn eY TFE EWaREER WOE N / STAPP APPEARS ON NIS SFEFT.COVIS 1CTICN t INTERSECTING •� e ALL CORNERS f ( 2x6 STUD WALL CORNERS t OPNGS OVER SILL a SHALL BE FEr•ora•�n CNI.Y MIA DOWNS BET WALLS INTERSECTING WALLS s 16*OL. SEAL(UNA.)ON SHEARWALL PLANT APPI7CfvED BY Tit LOCAL AaaeDeTlaL FLR TRUSSES CONC.SLAB-ON-GRADE z \ /\ CONC.SLAB-ON-GRADE �� PER SUPPLIER EDGE NAILING \ /\ s 2A I 52.1 \ CONC.SLAB at 2x10 BLK'G I IA I 52.1 � \ SLOPE GRADE `o SLOPE GRADE PER PLAN ut AWAY FROM STRUCTURE \/ FLR TRUSSES AWAY FROM STRUCTU \/ _ _ _ '4 BARS CONT.5 18" O.C. At 1I u� PER SUPPLIER — MIN I-TOP t BOTTOM I I. X 5/8"x10" " Q 914"FLR TRUSSES 2x6 P.T.fE w/ PROVIDE 24 HOOKS e ALL E- + 2x6 PONY WALL --� G' P.T.PLYWOOD FURRING AS �\ F -. ANCHOR BOLTS 4'-0" O.C. CORNERS t INTERSECTING WALLS cA I I PER SUPPLIER a 16"OL !\\\;\\/`��\j z NEEDED TO Ma7CH FACE OF ALTERNATE SEND ~\!\\\/- �/��r• 4 WITHIN 12"OF ALL - - K,6 --A- -ALTER`iATE BEND / / STEM WALL w/8d a 6"O.G. '4 VERT a 48"OL.MAX ' / CORNERS t OPNGS OVER // / // // // // , > ____4_ ALTERNATE VERT a 48" z \\`/ \''\\\/< Co z V >\>\\,/� SILL SEAL(UNA.) '4 VERT e 48"OL.MAX\;\ \\\\\•\ / ;\<\\!\\�\/\ \ u., 0.C.MAX E /\ / / •. E //,\ /. -'• e •. z \ \ ' / \/ \//// 0 2x6 P.T.SOLE fE w/ / \ \. - -i .� ON SHEARWALL PLAN w/ALTERNATE BEND / /\. z \ \.. :� . \ /1 F \ 1/24 EXPANS.SOLTS " Zo `/• 'lei 'ti VAPOR BARRIER ca �/•fA• ��.• •4.•• . _ \ ,, 3 MIN.PVC / ��:ws7�:x� s �--� EDGES LAPPED / i? f��i7 Zee z / /// e 48 O.C. PERIMETER ND DRAIN T•xT•`T�t?• �� 3"MIN PvG \ "•)13'4VAPOR BARRIER EDGES F • r � 12 MIN.EXTEND UP �x LAPPED 12"M1N. 3°MIN.PVC � i •//\/\ \/\, � ,r►' (ONLY IF REQ'D BY <411114 STEMWALL 12"MIN. PERIMETER ND DRAIN 7_ •" •.:-'-_ Y a•► GEOTEGH TIP) /4c e1 - _ (ONLY IF REQ'D BY ,4-11.0 i _ - _ EXTEND UP STEMWALL 11"MIN PERIMETER FND DRAIN \\�\.\/ \ - \ r\� �� GEOtEGH TIP) i s � (ONLY IF REQ'D BY / // cA I-'4 CONeT.w/24,E/_ v'�?� rrJ \/ /. v :� :" GEOTECH TIP) II: / /� -1 HOOKS CORNERS \ w i. //. /� /i \\ \ \/\/\/\ /\\/\% r./�\\/\\i\\�j' //\//\/i://\//\\/�\\/��\//i//i\//\\ (i)'4 BAR CONT. \ %\\%r\� - // 7^ (2)'4 BARS CONT. c�\//�//\// (/j// /,/•/\/r, /\/\/\/\/i,./i,,/iA/A /, / /i\�/� / / / / �� j� PROVIDE 24"HOOKS U `\/�\ \ (2)'4 BARS CONT. U \ PROVIDE 24" H00KS e ALL \�\\ ��\'\\�\ ' W / /\/\/\/\/\/\/\/\/\/\/� `" PROVIDE 24"HOOKS `^ CORNERS t INTERSECTING ,pin 6�" 4)" v \i,\j\/\j\j\/\/\/\\//�\//\.` I ALL CORNERS t INTERSECTING EXCVT'D OR FILL GRADE //` /� '�� /` /` /� /r WALLS 4>4" 6" mu a ALL COWERS ! WALLS / / / / / / • / / / INTERSECTING WALLS 4," 611 4�i EXGVT D OR FILL GRADE 12" / / / -EXGVT'D OR FILL GRADE / / -- I� 0 0 FND 6 2 STORY STRUCTURE U,/ PERP J5T5 FND e 2 STORY STRUCTURE I/ PARALLEL J5T5 TYP FND 6 GARAGE INT. / FTC / FLOOR TRUSSES NOTE: SCALE: 1":11-0" NOTE: SCALE: 1".1'-0" © SCALE: 111211-0" Q SCALE: 1".11•0" ENGINEERED CONC. WALL REQ. IF BACKFILL ENGINEERED CONC. WALL REQ. IF BACKFILL ___Ar___ II 11 II AGAINST WALL EXCEEDS 48" IN HEIGHT AGAINST WALL EXCEEDS 48" IN NEIGNT \ POST PER PLAN -----3 � 1 . III IIIIU END POSTS 9 SHEARWALLS FLR SHT'G PER PLAN 4 SHEARWALL () I u SCHEDULE. R ' PROVIDE WALL NIG EDGE \/ NAIL'G FOR FULL HT OF EA STUD -S 1 } 1/2"APA RATED 1 EEA FACE TO SHEATHING < DOUBLE 2x TOP PL. < DOUBLE 2x TOP PL. SOLE 9 • • • • • • . • • . . • • • . • • • • . i o HOLDOUN - 91'4"FLR TRUSSES SEE SCHEDULE , :• • 8d NAILS a 3"0L. 8d NAILS 0 3"o.G. PER SUPPLIER STAGG'D PLYWD STAGG'D PLYWD \ �• • . • NAIL'G TO TOP fE t <- /\ NAIL'G TO TOP fE t ( POST w/PA BASE lik Al , , . • HDR HDR w/I-1252SD ANCHOR II II • ' • ALIGN w/POST ABOVE 2-MSTC40 II --� II / � t%• ,/\ • • . ,< STRAPS e II I I I I I I • • • P. • i 1 EA FACE OF WALL -- - - ~-~-- --'-- •,•• FACE OF WALLRAP e EA T ANCHOR BOLTS II !I \ /\ \ -k____-------VAPOR BARRIER PER PLAN 4 >I1 II . • ' • • • U PER DESIGNER SHEARUALLI. SCHEDULE HDR PER PLAN -1 HDR PER PLAN cn EXTEND TO END PIERS • • • • ' EXTEND TO END PIERS DBL FULL DEPTH 't— • • • FTG PER PLAN _._ 2x BLOCKG a STRAPS /RUN FULL LENGTH , • • • /RUN FULL LENGTH 04 BAR OF WALL,TYPICAL . •• ; OF WALL,TYPICAL •�i / / ''/ / / / / / / / / / / •/ i / '� 2x6 STUD WALL G /\I /A G R f T t • \/\\/\\/\\/\\/\\/\\ \\�\\�\\\\i�\\/\\/\\/\\/\\ + 16"OC. /• f� I I DBL 2x //\//\//\///\/� r \/\// //\//I// 2x6 BLK'G IN-BETWEEN CONCRETE FOUNDATION I FLdR eTRUSSE w//O SILL DETAILS ��0L.TIPs iSd' a 16 PROVIDE BLK'G PROVIDE BLK'G WALL SWIG a SWIG BREAK, WALL SWIG \ e SHT'G BRED ST \/ UN.O.ON EHEARUALL 2x6 P.T.fE w/5'8"x10" �� lPOST / FTC e POST Af3® Y ANCHOR BOLTS 41-0"D.C. TI=. ��DO 1 PER SCHED TYP PER SCHED TIP0 PLAN t SCHED Jl� t WITHIN 12"OF ALL © N \/ SCALE: 1'":i'-D" SCALE: I":I'-0" 2 \ 2 \ CORNERS t OPNGS OVER WALL SHT'G �+ SILL SEAL(UN.O.) • ALL USP FLR SWIG PER SCHED ON SHEARWALL PLAN HARDWARE SHALL o HOLDOUN PER n HOLDOUJN PER PER PLAN I EDGE NAIL'G FLOOR SHT'G BE GALVANIZED 0 SCHEDULE SCHEDULE I v INTO SILL IE �� PER PLAN —'\i— z= z= SOLID BLK'G BLW ,>� Ili U POST PER PLAN o z ALL WALLS ABV. w/PA66 BASE PORCH SLAB Lu w q `�' ::: o < HOEDOWN STUDS `'t o A HOEDOWN STUDS PER LOCATE CRAWL �7 AIIS REVISIONS: 1-CAST-1N-PLACE u7.1 PER SCHEDULE u SCHED ACCESS OPENING 1/2"0 x 10"A.B. COMPACTED GRANULAR FILL 3-"4 HORIZ. NLY WHERE NO TOP <807 I / P.T.PT2x E OR 3xC fE w/ TOP 801 P.T.AB2x OR 3x fE w/ ABOVE BEARING ' - TT qp �/ AB's PER SCHEDULE gp AB's PER SCHEDULE r\ 4 BARS CONT. \ \/ \ \ \ \ CRIPPLE WALL I TOP t BOTTOM N1/4---- II \ 1 II 1f 1 / \ li II / I I I I I \ '4 HORIZ.a 12"OL. ,_ I I I I \ '4 HORIZ.a 12" 0.0. CONT.DBL. PROVIDE 24"HOOKS -FLR TRUSSES `` • • • •• 2x TOP iE \ e ALL COWERS L 4, . ,- II , - a, • 1 11 I I w/2-BARS a TOP c4 f I I I w/2-BARS 5 TOP /\ PER SUPPLIER .���.01•:��.4,��...041;•� de Zeiear�.��4�.���� .;.�_` 1 OF WALL AS win OF WALL AS t INtERSECTfNG I I f l z= f l f l WALLS P.T.PLYWOOD FURRING AS DATE: 11.30.11 • y.r'�X=r,.r'�x7 LY-.,...,• .-0....„,....r -=! s�=t-s . -4. � _•- `fit- • z p - I I z o �� I I SHOWY HDR PER PLAN ? NEEDED TO MATCH FACE OF ,I, - . = -- - • _�., .. :_ �. I � SHOWN - �J \// // //\//\\//, / � / '% /\/\\/�//: /�:///.///. 0- `o 1 �J I ,zz`- `n NO HEADER REQ'D IF Z .\/•\.\\ \\/\/\\\ \\ \/\\/\\�\/ ( ( STEM WALL w/Sd a 6"OL- I, _ 1 E / / / /\/\/ �T I I o . . . I I JSTS ABOVE LINE UP _9 ALTERNATE BEND co SCALE: 1 1 -0 Zs) \\\�,\\/ ` \`A ,\\;` z o • • • c z J2 WITHIN 3 OF STUDS BLW 1 , 4 O.C.MAX z \�\� • 1-'4 VERT x L - \ (2)- '4 DOWELS - \ (2)- '4 DOWELS 2x TRIMMER > ) �J �� VAPOR BARRIER DRAWN: D.L. / ', �. 15 k FROM FOOTING ,� 15 �p FROM FOOTING t KING STUD 2�_O� 12"MIN. JOB N0: LEN-11-119 CZ NY / • /\%/ \ \ r CONT.FIG / / STEMWALL 12"MIN. n \ /\� \/\\/\ W H2 (MAX) W H2(MAX) PER PLAN —� `A � � _ \ \ \ \/��\. \` \`. \` \` \` \\//\// 16" 56" lb" 5b" J ` \/ \ /�`//\/\j\/\�/\/ $° 62' -�- 8° 6z" VAPOR BARRIER ��\\`\�.\\%��%i\�%�\%�\\/�1 \\ / %/%/\\/i�/��\/i,����%�\//��i/��%:\\ EDGES LAPPED , i•//./i r F 01 U \%\%%\\/\\/�\/^/\\/\/ 24" 12" 12"MIN.EXTEND UP (2)'4 BARS CONT. fx 24" 84" cn 6"� 1 28" 98" 1 28" 98" STEMWALL 12"MIN. 7'/7 7X7/'/'/'77 /�/\i/�/�/�/�/ PROVIDE 24"HOOKS U / / 32" 112" 32" 112" \%\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/` e ALL CORNERS t , 6�� 4 �� EXCYT'D OR FILL GRADE •/�\ PER PLAN ill / / W / / / /. /r.//\\\\\/\\/\\/\ �� �/\\�/.\/.\/.\� INTERSECTING / / LS �- o O FRONT PORCH POST / FTG GARAGE WING FRAMING CLOS #-1EATDER) GARAGE 11\1G FRAMING (RAISED HEADER) all CRA.UL ACCESS OPENING 0INTERIOR FULL HEIGHT STEM WALL SCALE: 111•711-0" 0 SCALE: 1":l'-O" SCALE: I":1'-0" SCALE: 1":I'-0" SCALE: 1"..1.-0" ORIGINAL SHEET SIZE: 24x36 r `= `=