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HomeMy WebLinkAboutB18-0283_REV1 Approved Plans_1541781619.pdf 170 Z ICV f 02. pQ REO1 "s +01 , r--o *9'�-' .•o,,,..1i100) .Q % Q CONN: . • , r �� fill � •� i 11/09/18 /=i 4" 14 1/4" FITTED KNIFE f� Q' APART FROM MID. ,tl,/. •:• • ,;` REFER TO DETAIL 1/S5 ' y£,tkx9Sio 11- •-1 12 DEPTH OF LVL HIP J 't �` ••' • FOR REMAINDER OF INFO. ;e 10 (VIF) C� i,, L 10-17-18 L (2) - 1 3/4 x 11 1/4 LVL 0) O(N O f� CO C`7 N N- C`O O O d7 x CO 72.. CO (_) O O 0LI: z rn rn A SCALE: 3/4" = 11-0 O NW Q � Q REMAINDER OF INFO.—� II NOT SHOWN FOR CLARITY W 10x22 BENT STL. BM. /� ., PTT � � � � ,:��ea (2) 1 3/4 x 11 1/4 LVL HIP \ _- _� - __ __ _ _ _ _ _ _ - ," \ i © CONN: \ I / LI:r-Wellill 1/4" FITTED KNIFE fEW/(4)-3/4"T.B.'s 3" o \ _ I L I I N I N I /APART FROM MID. - - - - 0 DEPTH OF LVL HIP T 1 I F N I N I / y �bCII �\ I 1 I N I NI /� �, �+ 1111111 �IIIIIIIII lIZ I % II �\ CONT. 2x12 STRUCT. III ` / 00r 3/16" r - \ w w / �'L�r +fir \�+� ��(14 SUB FASCIA IIh loilll um 4 SCALE: 3/4" = 1' 0 - JIx I I - - - J I I Li: `�� �_,�� �1 VIIIqill S5 1. N �! \ A / (N) (3) 2x8 jb HS'. 6 x 3 x 5/16 �� )-,3)-2x8 ` IhI W 1 I \ I.; ��, 2x12 LOOKOUTS IIIIIIIIII dll w CUT EXSTG. STL. COL. & w I.. + ti PROVIDE NEW BRG. I�: :ix "I I -1 JT 7 �� , ©, �I,��J @ 24",TYP. Vuiu Z1/2 x BM.WIDTH x 0'-8" \`J. _ ����m �+ _ ��, - q, c�+ /y `L �\A f�1S[c1�`31_ ______�]L:�l�� W/(4)-1/2"0 T.B.s / T Y (TWO EA. SIDE OF WEB) _F I s I <cL v I \c' � —�� �/ �' c~n ��1 �P J© - - - �' m rie 8.. I +y c24 c i 'S�, c � �� (N)-(3 i� (N) -2x12 OVER- N © a 0 J ' �j' ._:1 Z / I I ) I /�1 I T r T I 1 �■ . =ma z v `' + W w cL FRAMING @ cv N 1 II,�� IU �1 `v c'+ -9; ) / ` I 1171,2 _ , 16 O.C,TYP. J w @j T @j O 1411 /�� /?/� 14 + I w �� u�I �' �+ Z T , N L co : x L©TYP. N AQ TYP. @ LOOKOUT AND T� z STL. BM. PER PLAN W/2x BM. \ -- �'-1-64--- QTY 6' x ©TYP. x Tr T RAFTER BRG. ' WIDTH DRIVE PINNED TO TOP I / I N N rg TYP x "' cx r w FLANGE @ 16"O.C. T Y (E) (2) 1 3/4 x 11 1/4 L L T obi z (E) - (2)-2 x 12 \ ©TYP. o ? N z lilli i10 22 18 wwo���__ z _ zE 2 2 x 12 �' r - j x 11 8LVL j �o z ® � �� - - ej (2) 1/20x6 LAGS THROUGH ( ) ( ) \ / _ Lco J JL BOT. FLANGE OF STL. BM. 1/4' FITTED WEB o ry > N J 1- 0 0 �� ' 2x4 r �. 3/4 x fij4 LVL W. � �^^ ® O / \ / \ Ua ,- > ,- T I` CRIPPLE WALL (ONE EA. SIDE OF WEB) STIFFENER ` E) (2J-1-374 xrtt t/4 LVL OD - N x - x ' (N) - W 10 x 77 J \/ BENT STL. BM. (ONE EA.SIDE) 7--TC\4: T� cy N I x N x rn .r�r1T�1'.rff r CI IrE L - �J STUD PACK PER PLAN I x Ix x / N z r CO ® O _ yys I I I �� c� N I z I T L N m ��� LJJ N \ �� w z �� �►►� z 2x12'• - r©TYP. @) 912 Ill T � T z SCALE: 3/4 = 1-0 -/w w �', I z , �,� @ 16"O.1 i X I @j ,:, 0(E) (2) 1 3/4 x 11 1 LVL Fyl 7 ��\(E) (2) -1 3/4 x 11 1/� LVL x(1-1\11)1(17 8LVL `J�+6 © x w L.L, m N 10-17-18 5/8' ROOF SHEATHING / �,� is y\ (N, (3) --1 3/4 x 1 1/4 LVL (SLO ED)J x J, W —F + N)- 3/4 x 11 7/.. LVL i n 16" 0.w. - '� 10 L 4x4x0' 3 W/(1)-1/2"0 / O tiL /y THRU-BOLT IN RAFTER '\ I PROVIDE 2x4 +``� I-1-1 I I 2x BLKG. BTWN. / +I., \ `O " CRIPPLE WALL No 4 J Q RAFTERS @ BRG. V <TYP j� 6 QO O `' �j Cu' I I I ,//— 3/16 /\ \ + p \ c+6, c'+6, < AV 0 I J L J L J L : _ . =M� (N) W �10 N N�NN&N�d E .2x12 RAFTERS @ 24" KN \ \.',.. . N NAN IrA47 A TYP. / l© +`� 4\ —.\1--- 4 ��F O-(3)-2x 0I I (N)-(1)-2x12 (SLOPED I z O O �� / N \ ��1�1 +4'\ � PROVIDE 2x12 J�J� d3) 2 0 O ��� -J "/ / x I \ +� �F\ AT ONN, S UDS/ 6 Q. �J ,,, /f3._t_ I h 07 (N)-(2)-2x12 (SLOPED),L cy L.L_ L + / / \ c�(5 `��\ / NDICATES CONT. 1 3/4 x `�N'7� © 7‹ V N ///, 0 1 3/4 x 3 1/2 LVL STUDS TS 6x3x5/16 HDR. J� `� �' 01 T r �, Z` J +� /� J 11 7/8 LVLLEDGER W/(6) y :'+ z @ 12" FOR GABLE END WALL 1,(0>I �\ w `� �� c N O\ �1 N 3/16"0 x 6"TIMBER LOK - - �� 6 r n CAP R: 1/2x3x0 7 W/ v (1)-1/2"0 THRU-BOLT / ` I SCREWS @ 16 O.C. _ _� - - �` W DRIVE-PINS @ 16"THROUGH �3 _ o, �7 + / \�� (E) (2) 2 x 12 (E) (2)_2 x 12 \+yj N cx I (EA. STUD) \ ,L I (N)-(3)-2x12 (SLOPED) �s Q se. I ' I \� FIRST STUD INTO TS COL. HSS 3 1/2 x 3 1/2 x 3/16 1 j j �:D / ` — T I Q - w (N) -2x12 OVER- \\\ +6, +6, CC 0 / �� \ cv `--S--', I FRAMING @ Ls ` _\1 1 / / / \ NI � � NO �F !. 16"0.0,TYP. - - -L17x N \ �cL, `� cv cc H 0 V J - - / L/ �� N I ° - - - �1 / \ +7- -, 0 I INDICATES EXISTING I 410 SCALE: 3/4 = 11-0 � ` 04I— cc ` V +� / \ ■� BEAM,TYP. \ /7/@'.1->/ w \ I / ( (2)-1 3/ x21/2 ILVL \ 31 L 1— PACK OUT WEB SOLID AND - �` cc CONNECT W/(2) ROWS 1/210 / H ..• <d THRU-BOLTS @ 24" (STAGGERED) - - - - - - - - J / I \ w I w -...--1 „\ INDICATES EXISTING BEARING WALL,TYP. 5/8” ROOF SHEATHING �\ \� \\ \k, UJ) W 10x22 BENT STL. BM. ;, 10-17-18 INDICATES EXISTING COL,TYP. ® /I N ',; C- ©TYP I 1-,_ _ - - - \ INDICATES EXISTING © ® \ / ROOF LINE,TYP. 120206-18 �L — " / — %� \ _I j"-----___ INDICATES EXISTING 10 (VERIFY) ./ (2) 2x12 RAFTERS @ 24" BUILDING,TYP. PROJECT : / \ DRAWN BY : JPL REVIEWED BY : JPL / CONT.2x12 SUB-FASCIA DATE : PERMIT 06.28.18 (2)-2x12 HIP CONT. 2x REVISIONS : BRG. BOARD ..lb,. REVISED 10.17.18 "��;= ROOF FRAMING PLAN REVISED 10.22.18 pp SCALE: 1/4" = 1'-0 0 1111 AM PLAN NOTES: BRG. FE 1/2 x 3 1/2 x 5 3 4 ©NP'' ©TYP. 1. NEW ROOF BEAMS ARE FLUSH UNLESS NOTED"DROPPED" , •/ - W/(2)-1/2"0 THRU-BOLT 41r 2. ROOF SHEATHING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20. dr' THRU HSS HEADER HSS 6x3x5/16 3. NEW POSTS CONTINUOUS BELOW ARE INDICATED: . NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:El5. ROOF FRAMING I 4. EXSTG. POSTSSTINGFRACOMNINGTINUOUS BELOWAS ATHREUINDICATED:S: ( ); EXSTG. POSTSFRAMFROMING ABOVEINDICATED NOTAS CONTINUOUSTHUS: ( BELOW). ARE INDICATED: r�(E)-EXIINDICATED (N)-NEW 6. INTERIOR STUD BEARING WALLS ARE INDICATED: j///jj///% PLAN & DETAILS HSS 3 1/2 x 3 1/2 x 3/16 7. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. (BEYOND) 8. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KINGSTUDS. 9. DO NOT SCALE DRAWINGS.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 1110 SCALE: 3/4" = 1'-0 Z ---;,g........ 40) 1..' ;C7:�4 qQ.: !' 11/09/18 Q.„ r I!�,�J e4t jr hel 10-22-18 d" O O ti --r (3) C\1 O N REMAINDER OF INFO. 1 I I I BRG. It 5/811x 5"x BM. NOT SHOWN FOR CLARITY 1 1 1 WIDTH W/(2)-1/2"0 T.B.'s N-- Cr) 8 x � C3i 6 1 I I (ONE EA. SIDE OF WEB) m O 111 , 11 O O PER PLAN '- _01. _ (N)-TO STL. - Z 0) 0) INDICATES SHEAR WALL: INDICATES EXSTG. 0 2 X NAIL SHEATHING W/8d NAILS CL @ 3"ALONG ALL PANEL EDGES DECK BELOW,TYP. Q LCL 10-22-18 &6"O.C. @INTERMEDIATE MEMBERS. 1" (N)-1/4" FITTED WEB PROVIDE (2)-2x6 STUDS @ EA. CAP E5/8"x 5"x BM. 5" STIFFENERS INDICATES SHEAR WALL: END OF SHEAR WALL,TYP. WIDTH W/(2)-1/2'0 T.B.'s NAIL SHEATHING W/8d NAILS �� J @ 3"ALONG ALL PANEL EDGES cp (ONE EA. SIDE OF WEB) 1 1j J 'I I &6"O.C. @ INTERMEDIATE MEMBERS. +`o (ti �F -6 +6, 5+b INDICATES NEW HSS COL. PER PLAN PROVIDE (2)-2x6 STUDS @ EA. gyp\ 69 �� (E) (3) 1 3/4 x 9 1/2 LVL � DECK BELOW,TYP. r END OF SHEAR WALL,TYP. �1 `_+6 `'+6 r -1 4,,r 6 SCALE: 3/4" = 1'-0 Fyys ' , -_ ww= -) J L TYP. �► - - O S4 `���+� �1� rFr� �I (N) (3) 1 3/4 x 11 7/8 LVL (N) W : x;8x(10" 9 3/�' • �, '� 1 +6 4 4 <<\;5,y z 1 „ I S4 s�+'+�, CONT. 2x10 RIM BOARD W/ �` u r (3)-10d NAILS IN EA.JOIST 7 lir 1.41 0 (N) 2x6 EXTERIOR WALL N �1% _ ( - (3)-1 3/4*11 7/8 LVL 6' 2,: .VIII �0-3 J II I � II d z INDI ATE EXITING III ` / _ ill `p+6' PPR FL OR, `' © CANT. 2x10 DECK IIII 1111ii` UO o S4EY 1 1/8 x 11 7/8 VERSA STRAND BLKG. z ti r `1+ @ 16" u' 1111 INSTALL NEW 2x10 JOISTS @ 16" (N)-3/4"T&G PLYWD. `o/� °' �J �J �� LU J o �1 PACK OUT WEB OF I-JOIST ONE SISTERED TO 11 7/8" I-JOISTS PER �1 +6, +. • - �Q 2x10 CANT. JOISTS @ 16" �J ��J _ PLAN W/(3) 10d NAILS THROUGH (E) 3/4"T&G PLYWD. �1 (E 9 1/2" I-JOISTS @ 16 O.C. (N)-(3)-2x8 v (N) (3) 2 x 8 v (N)-(3)-2x8 SIDE W/3/4 PLYWD. SISTER CANT. W — DECK JOISTS TO I-JOISTS W/ 11111, 2x DECKING PER OWNER lb 1111 PACKED OUT WEB @ 6"O.C. ` x +�T �� ��� (3)-10d NAILS @ 16 TYP. z (LEAVE 1/8"GAP AT TOP) ti 2 Z - + ><7, „� �� - - - - �= PER PLAN �� o s? U' 109'-10 _ _ (E) &(N)-TO PLYWD.4 w > x S4 + INDICATES CONT. 1 1/4 x 11 7/8 LSL (N)-TO DECKING ° / ° ///77_ _ p J 110' 0 CO 110' 0 x x 1' -1- Z (N). VERSA-STRAND RIM BOARD ° PER PLAN 0 N N N QD TYP. ° F TYP (N) TO STL. . 0 VII (E) TO PLYWD. J L (N) TO PLYWD. �'m��.. ..„, IV ) ) LJJ O x (/-i,, � B) at 8 �c 18 j109 9 3//L �� ���`i ° ���,� NI� yy :1- Cr r J LOTYP. (N) J W 10 x 39 (10 4' J LD�-- 10-17-18 x J w CONT. 2x10 RIM / 2' OI m �% so ,s, �� 0 QS TYP. �i QD TYP. ® ® , QDYP. ��J�Q E FLOOR JOISTS CUT + 3 57 ;L P J c ) N % 5 yy s+ 3/4" PLYWD. PACK OUT IN BACK TO NEW STL. BM. �? �� 6' ❑2 �' 7 �F� 6 10 1 18 SUT BA K aX 00 6 WEB OF JOISTS 1`i+ - _ I w S4Alk ti a 7. c'6, (E - 11 /8" kCI 450 SERI S JOISITS @ 12" x 10-22-18 (N)-11 7/8" I-JST's PER PLAN (N) STL. BM. PER PLAN W/2x �1 ,® '' (E) (2) 3/4 9 1/2 LVL o 2x BM. WIDTH DRIVE PINNED 0 0 ® / :/ir,,r/, i;; !e -;� 0 TO TOP FLANGE @ 16"O.C. �Pd) JIL 8 x 04 J L 10'%'-9 3/�" J L (E)-(2) 1 3/4x9 1/2 LVL ° •I (N)-2x6 EXTERIOR WALL r �r J O I /� 0 11-5' TYP.0SN v l `L+ , U J yy 6 N D .11 � MP I v 110'- `S0,,+� z S4 a � I) ■I v ( ) T PL'h'WD. e d W x o o r - I,_ IT (E -91/ " I-J7qSIS 6'0.C. TI �� I 102218 ❑2 0z 5 SCALE: 3/4" = 1,-0 1 7:''' �' _ _ _ _ _ 1 1 1 1 1 1 1 � IIIII I I I I I ' I I O S4 �fi,(') - (1) - 1 3/4 x 9 1/2 LVL - - - 4-k z- i.e.- J (E) (1) 1 3/4 x 9 1/2 LVL �� Cir ' �1�� - - - -, 1� I lE-o 6 �1 +h\ \�+ o 'I' r, (E) (2)-11 3/41x11 p/8 LVL(DROPPEiI I (EI)-(2) 1 3/11x11 7/8 LVL(DR9PP D) p�r(2 -1 3-H--h7/ (N) STL. BM. PER PLAN W/2x ^ \� +g \�+3 x I III `L 1<-7 (DROPPED) r n O 2x BM. WIDTH DRIVE PINNED (N) STL. BM. PER PLAN X 10-17-18 '� 3 N wl I ��11 1 (E)-S1EP W (DRIVE PINNED T&G PLYWD. 53 5 �� (E) STE11 INDICATES EXISTING TO TOP FLANGE @ 16"O.C. TO TOP FLANGE @ 16"O.C. 0 ; + +1) +t'` TO PL TO LYW COL,TYI'. (2 x NOT SHOWN FOR CLARITY) NOT SHOWN FOR CLARITY 1/-/k- 1 'Z‘ N I g1L III �' g�ti I I I I ("") REMAINDER OF ��� co REINFORCE EXSTG. STL. COL. I \�` INDICATES EXISTING CC REMAINDER OF Lu (N)-(2)-1 3/4 � BEARING WALL,TYP. z 0 CONN.: INFO. NOT SHOWN O CONN.: w W/(2)-L 3 1/2x3 1/2x1/4 SEE Ii .� INFO. NOT SHOWN A i//T2Z7i, - M /-_,L..10 � ;v ; i! /ri �' fi - . N it III��� --, 0 FOR CLARITY J L 4x4x1/4x0-5 1/2 W/ FOR CLARITY J L 4x4x1/4x0' 5 1/2 W/ DETAIL 2/S2 '� \\� \\\ ��\� \'� \ \ u u ❑IBJ \\' '\����\ .\' (4) 3/4"Q�T.B.'s (2 EA. +� 0+ x 9 1/4 LVL F � 4� SIDE OF WEB) � SDE/OOF WEB) (2 +� • � I J O T� PER PLAN , PER PLAN , (< U 0 I (E) 2x10 J018TS @ 1:"O.C. + 90 PER PLAN PER PLAN ,� OPEN TO BELOW �'� r� t 7 Z 1 (N)-TO STL. ��� mmillT (N) TO STL. (N) TO STL. ,,,,, (N)-TO STL. ao I Y 0 �' I Ctsmmil .rl ( ) N 4/ j _L h L (E)- 42LI 2 " 1 LL ± _ II� +�6, I I I LJ / �\ ® 4,, OO `, N U J\ �r �. `�' +6' INDICATES NEW OVERFRAMED L- - W Q T� I T� z STEPS PER ARCH - - - (N) STL. BM. PER PLAN N STL. BM. PER PLAN W/2x mx DRIVE PINNED T&G PLYWD. 2x)BM.WIDTH DRIVE PINNED �'y - - - �`o !NIII/y CC V2" RETURNS 3/16" TO TOP FLANGE @ 16"O.C. 2" RETURNS 3/16" r TO TOP FLANGE @ 16"O.C. �'+6, z Ir 1 +3+`�\ \ INDICATES EXISTING NOT SHOWN FOR CLARITY (2 x NOT SHOWN FOR CLARITY) H � rn P BUILDING,TYP. O 1-0 n v J 7 (<, .>,1<- 1 k; r cc C\J COPE TOP&BOT. FLANGE COPE BOT. FLANGE _ _ �� OF STL. BEAM OF STL. BEAM ` - _-_r.9 �� 7 _ - - �� I w ' (E) W 6�C 15 (10 ' 11 1/8")4 SCALE: 3/4" = 1'-0 3 SCALE: 3/4" = 1'-0 LI—__�- _i___ - - J I cz) F c9 S4 S4 - - _Lf i - w I ycP INDICATES EXISTING h\ h\ (E -9 1/ I JgISTS @ 16 O.C. +�,+ BUILDING,TYP. I_ -1 -I - J \\�l+ �\\�l+ �t I r �7 eb®CONN.: \`L+ b\`L+ I V J STL. BUCKET: 10-17-18 1/4"FITTED SIDE Es (E)-3/4"T&G PLYWD. ,� �� ,�`ZG'� W/(1)-3/4"0 T.B.'s �1 �� BRG. FI': 3/8 x 4 x BM.WIDTH ,--frr, r LJ 14" 46. PER PLAN I L(E)-TO PLYWD. \\s- ►�- - -'` PER PLAN , - J �i (N)-TO STL. ' Ili I - + - - - - + - � 7 I (N) STL. BM. PERPLAN — 1± + JJ- LJ 4L n `L- - J PROJECT : 0206-18 DRIVE PINNED T&G PLYWD. (E) -W 12 x 19 (108'-8 3/8") DRAWN B Y : JPL TO TOP FLANGE @ 16"O.C. +�+Nco c<\>yy� REVIEWED BY : JPL 4" MIN (E) LVL PER PLAN (NOTCHED 5 + PERMIT 06.28.18 OVER BRG. F{') <<t 6, REVISIONS : TYP. i' 3/16"r REVISED 10.17.18 REVISED 10.22.18 S2 4 SCALE: 3/4" - 1 UPPER FLOOR FRAMING PLAN SCALE: 1/4 -- 11-0 0 (E)-3/4"T&G PLYWD. PLAN NOTES: UPPER FLOOR 1. NEW FLOOR JOISTS ARE 11 7/8" BCI/5000 SERIES @ 16"O.0 UNLESS NOTED OTHERWISE. PER PLAN �� -'\ 2. NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED'. FRAMING P LAN & (E)-TO PLYWD. - ►►. PER PLAN , 3. FLOOR SHEATHING IS 3/4 T&G APA RATED STURDIFLOOR, EXP. 1, SPAN RATING 24"O.C. (N)-TO STL. ' 4. NEW POSTS CONTINUOUS BELOW ARE INDICATED: • NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:❑ DETAILS SQTYP. ®TYP. 5. EXSTG. POSTS CONTINUOUS BELOW ARE INDICATED:;; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: LI - - - ��I t 6. (E)-EXISTING FRAMING INDICATED AS THUS: ( ) (N)-NEW FRAMING INDICATED AS THUS: ( ). 7. INTERIOR STUD BEARING WALLS ARE INDICATED: 8. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Si. 9. LI INDICATES BASE PLATE TYPE. REFER SCHEDULE SHEET 51. (E)-9 1/2" I-JOIST (N) STL. BM. PER PLAN W/2x 10. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KINGSTUDS. PER PLAN 2x BM. WIDTH DRIVE PINNED 11. DO NOT SCALE DRAWINGS.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. S4 TO TOP FLANGE @ 16"O.C. 1 SCALE: 3/4" = 1'-0 S4 Id Z =foo REG/. '►► : tF I-JOIST BLKG. PANELS @ 24'1G;�Q. a; �` ., IN FIRST JOIST SPACE W/ rr,& 11/09/18 II (5)-8d NAILS INTO EA. PANEL,TYP. +I�. ;�c,. CONT.TRTD. 2x12 W/(3)- ����� •, �� 10d-NAILS @ 16" 3/4"T&G PLYWD. '��►��SS10NA���G w�i PER PLAN I (N)-TO PLYWD. 0- �� (N)-11 7/8" I JST's PER PLAN p O EXSTG. FLOOR SYSTEM i[ PER PLAN — N ti CO ^I11 (N) TOW (E)-CONCRETE PIER,TYP. O 0 0) 0) NAILS @ 16" ,� l5 _ EXSTG. CRAWLSPACE m REF. SECT. 1/S3 FOR (� WALL REINF. INFO. C � (E) 4 x 12 �� (E) 4 x 12 (E) 4 x 12 O d EXSTG. CONC.WALL �_I °a l,____i J J J J Z O 2 X IT11111 '19191179=7='llli-` DOWEL NEW WALL TO EXSTG. Q CL < IT i lillllli 4TriE lI W/#5 DWLS.x1'-6" DRIVEN INTO =1i1 METEME 11 5/8"0 x 4" HOLES @ 12"ALONG ° I I I VERT. LENGTH OF WALL ° (THREE MIN.),TYP. (E) -2 x 101s @ 24" 4 IF- 1 DOWEL NEW FTG.TO 10-22-18 co EXSTG. FTG.W/(2)-#5 I I 1 DWLS. x1'-6" DRIVEN INTO (E) (2) 1 3/4 x 91112 LVL CONT. 2x8 RIM BOARD W/ C 5/8"0 x 4" HOLES,TYP. — — — _� © (3) 10d NAILS IN EA.JOIST p �a .— PER PLAN ti ■ ® ® +, EXSTG. CONC. FTG. a a (N)-TOF 1_ . ,_ _i_ _ • • • 1_ _,,, 4 (E) 6 x 12 R.S. (VIE)/ CANT.j CANT. (3) 2 x 10 CANT. VW"W" 0 3 SCALE: 3/4" = 1'-0 • �1 u > > (DROPPED) � O (DROPPED) �IIWII ,I� z G G II 53 - r MATCH EXSTaalk ��I — rn TO DECKING . �.,i Et x x I IIF III W © 1QO' 0 rF. 2 x 8's @ 16" INDICATES CONT. 1 1/4 x ®' III 11 �D T'SJ $ 11 7/8 LSL VERSA STRAND W (E)-TO PLYWD. H TYP I All c J N CONT. 2 x 10 LEDGER W/(3)-3/16"O x 4"TIN/BER- OK SCREWS @ 16" J L RIM-BOARD,TYP. III�III'' Z CONT. 11 7/8" RIM- _ INDICATES I-JOIST BLKG. N 2x6 EXTERIOR WALL r o '1 O BOARD PER PLAN � � (6). � TYP. 10-29-18 w "�' C� L_TQ ALJ � PANELS @ 24" IN FIRST 0 (N) 2x DECKING PER ARCH. C0 x (N) CONT. 2 x 10 LEDGER W/ 1/2"0 x 10"A.B.'s @ 48"O.C. N 4110 JOIST SPACE W/(5)-8d NAILS N 2x8 BLKG. PANELS (3)-3/16110 x 4"TIMBER LOK IN CONT.TRTD. 2x6 f' T T m PROVIDE 2x10 BLKG. ( A. 100'-0 ■ INTO EA. PANEL,TYP. Z ( ) SCREWS @ 16" Ua T SIDE�F HSS) D IVE PINNE (N) TO PLYWD. L J N y TO S1 L. COL.ANI NAILED } " J W (N)-2x10 BLKG. PANELS (N) 3/4 T&G PLYWD. �, s TO ADJACENT JOISTS r ONP. I (N)-2 x 8 DECK JST's PER PLAN INDICATES CONT. 1 1/4 x 9 1/2 JT'S, z I' �, 10-29 18 CONT. 1 3 4 x 11 7/8 LVL LEDGER W/(3)-3/16 0 x 4"TIMBER- Or S"REWS @ 16 J L MATCH EXSTG. PER PLAN VERSA STRAND RIM BOARD @ © _ ���� ►�►- ►- ►- ►- ►- ► ►mo i►�►�► (N) TO PLYWD.� FLOOR PERIMETER ��Otj� (:) 9 1/2111-JOISTS @ 16"O.C. jig M. I 10-09-18 4 (N) TO DECKING J CONT.TRTD. 2x12 W/ 3) 1,1 OH TYP. #� 6'L 10d MAILS @ 16' O.C. i I ❑2 L i-- L_ 11 /8" III 45 SEF�I S JOISTS 16" } PER PLAN J (E) W 8 x 28 (91'-0 1/4") `- PROVIDE (3)-2x6 HEADER 0 7 \ / I :1\— '---"1.4111 L W/(1)-2x6 TRIMMER&(1)- EXSTG. DECK JST's °• • (N) TOW ( ) -W 8 x 24 (99'-0 1/4") } 2x6 TRTD. K.S. EA. SIDE AT PER PLAN I /X\ _\ T L- z �J 1❑ 'L L _1 NEW CRAWLSPACE ACCESS (E)-DROPPED BM. o PER PLAN (VIE) N 11 7/8" I-JOISTS PER PLAN ycS' J J W /L — ( ) _., c� ■ 100' 0 ao ao (N)-SLOID WOOD BLKG. '=rr r�' T J u LJ +� SHIMS -1Ill 11111 111 � (E) TO LYW .� T T uulil- Tli ° , (N) CRAWLSPACE x x Q z s � — v � ❑ Q IEIII =III=ITI=1I1== �� T r �� ❑2 co co II III II II-11 aITII � . a / #5DWLS.x1��D, ,QO ,QO �/ @ 48" 6 T_J (� (L 100'- 9 �D w w 4 D'�' 10-22-18 Q -� -/ (E)-TO PLYWD.0 _ 1---r."---,_— l @ — + W (� J #5 CONT. HORIZ. 16" t E) ( L1 3/d m r� 0 °, '1-7 #5's VERT. @ 16" x 7/8 L 1 1 — 7 O-91/2 IJ ISIS@16 O.C. I I I (—) _I CC (2)-#5's CONT.TOP&BOT. — J I ( 7/ /4 11 7/8 L � i =� O e L L E) - 8 x 15 (99'-0 1/4") (E) 8 x 15 (g&-L1/4") CON . J T TI L J L PER PLAN 0 _ —I (� �� ❑ l� = — r� rr'� 1L `J _, ❑ � LJ LJ LJ LW LJ 0 ��._ , ` (N)-TOF t� 1 r tis >`!J• 4 £ 6'0 Q U ��,rs (E)-CONCRETE FOUNDATION WALL 2 z PERIMETER DRAIN /4/ 8" /4'/ HL- J 10-17-18 n PER GEOTECHNICAL Cr) J W ENG. / 11-41 / O 9 1 2" ISTS @ 16"O.C. I J L1-1 _I \<\ fil SCALE: 3/4 = 1-0 p CD / 7 r O r (N)-2x DECKING PER ARCH. CONT. 11 7/8" CC RIM- (N)-2x6 EXTERIOR WALL BOARD PER PLAN L 2x8 BLKG. PANELS r-i 1 (E) W 8 x 1C (991-0 1/4" , n (N)-CONT. 2 x 10 LEDGER W/ 1/2"O x 10"AB's @ 48"0.C. J i _Li_ (� n 471- CONT. 2x8 RIM BOARD W (3)-3/16"O x 4"TIMBER-LOK IN CONT.TRTD. 2x6 It1:1 I� (3)-10d NAILS IN EA.JOIST SCREWS @ 16" 4 (4,- (2) 1 3/ n \� x 9 1/2 LVL /� (N)-3/4" L1, 1—_T&G PLYWD. u n r (N)-2 x 8 DECK JST's PER PLAN r_ _ ��MATCH EXSTG. PER PLAN di "„ LL (N)-TO PLYWD. Cn (N) TO DECKING �� �� HQTYP. SCI \ PER PLAN _�(N)-(3)-2x10 TRTD. z (N)-TOW ° II • O d O I' (N)-11 7/8" I-JOISTS PER PLAN sl -IfI-I I it I -III-I I- _ _'-I rlllS r PROJECT : 0206 18 =1 1�1=1 1�1 1=1 1�11= =III=11 A DRAWN BY : JPL II = II II= _ -1T -1T11 ._i-r� Tr rear n rrr� i -tilTTTATIII-u ° (N) CRAWLSPACE - = -1 I- I I -III-I = _ -I h e ❑ ❑ -_T REVIEWED BY : JPL ISI-III- i litilIITIITtlIl=1 =• ' II (N)-12"O CONC. PIER SII l ITI-III #5 DWLS.x DATE : PERMIT 06.28.18 z @48L REVISIONS : J z MAIN FLOOR FRAMING PLAN0 REVISED 10.17.18 (2)-#5 DWLS.x g #5 CONT. HORIZ. @ 16 SCALE: 1/4" = 1'-0 REVISED 10.22.18 = q REVISED 10.29.18 /4 4 4 / 6 a ,-.7--, #5's VERT. @ 16" PLAN NOTES: 1. NEW FLOOR JOISTS ARE 11 7/8" BCI/5000 SERIES @ 16"0.0 UNLESS NOTED OTHERWISE. (2) #5's CONT.TOP&BOT. 2. NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED". 3. FLOOR SHEATHING IS 3/4 T&G APA RATED STURDIFLOOR, EXP. 1, SPAN RATING 24"O.C. MAIN FLOOR e 4. NEW POSTS CONTINUOUS BELOW ARE INDICATED: • NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:D ° PER PLAN r, J L _ �S'd \ (N)-TOF 5. EXSTG. POSTS CONTINUOUS BELOW ARE INDICATED: �; EXSTG. POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: LJ F RAMMING PLAN & o REF. SCHEDULE �� 6. (E)-EXISTING FRAMING INDICATED AS THUS: ( ) (N)-NEW FRAMING INDICATED AS THUS: ( ). °— • °� SHEET S2 FOR �t 7. INTERIOR STUD BEARING WALLS ARE INDICATED: %/%%//%%//A DETAILS \ REINF. INFO. \ \ 8. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET 51. / EQ. / EQ. / /4/ 8" /4"/ 9. ❑ INDICATES BASE PLATE TYPE. REFER SCHEDULE SHEET Si. 10. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KINGSTUDS. PERIMETER DRAIN 11-4" 11. DO NOT SCALE DRAWINGS.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. / SEE SCHED. S2 / PER GEOTECHNICAL / ENG. 0 SCALE: 3/4" = 1'-0 S3 .4504400.44. / ----I la 64' 0" if7i REMAINDER OF INFO. I I I I / - pp REG! '��� NOT SHOWN FOR CLARITY o: 9sp o '•� . 1 \ 6.. CAP&BRG. It:1/2"x ; le$ �.f��•6) 0" 1 U 241-0' 24 0 sc�.e fl ,-C AMID I I ;g:744:=';1BM. WIDTH x 0' 6" / y / / ri, I L _ 1 l f,%� ! ;�rrf 11/09/18 (N)PER. PLAN ONT. HSS COL. / 91-011 61-011 J, 61-011 3'-0" �! ''��rt►'14,,9§1{5ig`*--"F 3/16" w � / / 6 I (E)-STL. BM. PER PLAN (N) (4) 1/4" FITTED WEB (N)-CONT. HSS COL. - STIFFENERS (TWO EA. SIDE) . PER. PLAN 1 n n n n ALIGN W/EDGE OF HSS (E)-CRAWLSPACE 1❑BASER: � � O N- BASE FE5/8"x10"x0'-10 O N— M N N— N-- M REF. SPREAD W/(4)-1/2"0 x 10"A.B.'s OR CO FOOTING SCHED. 1 1 SIMPSON TITEN HD's ON 1" MIN. o SHEET S2, FOR SHIM &NON-SHRINK GROUT X O O 0 o O d7 REINF. m CO V \ EXSTG. BM. POCKET O Z 0) dam') 10-29-18 _ .111.11 11=111=111=111= =_ ====== U U ======== _= 0 © • > / EQ. / EQ. / llif ` ` LJ LJI - SCHED. WIDTH �, , o / / (E)-TOW = 99'-1/4 O T 1 0 T 1 � © (E)-TOF = 94'-9 3/4 SCALE: 3/4" 11-0 [� —r---1 n _____2A C ® DOWEL NEW WALL TO EXSTG. A A DOWEL NEW WALL TO EXSTG. O INDICATES STUD W/#5 DWLS. x1'-6" DRIVEN INTO PACKS FROM ABV. 5/8110 x 4" HOLES @ 12"ALONG (N)-TOW 98'-9 3/4 W/#5 DWLS. x1' 6" DRIVEN INTO +, VERT. LENGTH OF WALL (N)-TOF = 94'-9 3/4 5/8"ID x 4" HOLES @ 12"ALONG "' PACK OUT FLOOR JOIST DEPTH PROVIDE (3)-CONT. (THREE MIN.),TYP. (E)-FLOOR SHEATHING VERT. LENGTH OF WALL W/EQ. STUDS FROM ABV. #5's @ 9"O.C. EA. WAY LJ LJ H H I (THREE MIN.),TYP. X ,IIID III U' IIII I o? III III I Z ®_ ®� r (N)-1/4" FITTED WEB DOWEL NEW FTG.TO EXSTG. FTG. W/#5 DWLS. `� © —� DOWEL NEW FTG.TO - IIID to1111111 —CSTIFFENERS x 2' 2" 8"O.C. DRIVEN DOWEL NEW FTG. TO o3/16 �/ N @ ® EXSTG. FTG.W/ 2 #5 [ EXSTG. FTG. W/(2) #5 II II1 1 \ INTO 5/8"O x 4' HOLES,TYP. 10-17-18 ( ) 3/16 DWLS. x1'-6" DRIVEN INTO (N)-CRAWLSPACE DWLS. x1 6 DRIVEN INTO 111111, I VIII°"ii °� W ® IIL„LL ' ® L CO r 5/8110 x 4" HOLES,TYP. 31-011 31-011 ilk 5/8110 x 4" HOLES,TYP. 11111 I _ - - - - - - - - = 1218" / 714" / 15' 8" I I I� ,, LLJ 1' 3" 11-3'1 I�', 'd - - - 10-17-18 / IIIIIIIIii �lllu�° Z 10-09-18— —81 8' Oq" (VIF) I / (E) TOW = 98 9 3/4RODE 1/2"SOLID s 8" I 4" I 8" (E) I JOIST's PER PLAN ❑2 (E) TOF = 94 9 3/4 / / / / ���� 0 ) L= SAW CUT NEW CRAWL Z TO EA. SIDE OF EXSTG. BM. I I SPACE ACCESS (NOT TO m, m / W PER DETAIL. PROVIDE 1/4" FITTED WEB I I (E)-CONT. STL. BEAMii3' 0 IN WIDTH) STIFFENERS @ EA. END (FOUR TOTAL) I I (E)-12" CONC.0 PIER \ \ \ o o ❑ Li I I — _ L - B (E) TOW = 99' 93/4 4 SCALE: 3/411 = 1'-0 LJ 11-611 11-611 (E)-TOF = 941-9 3/4 S2b� \ _ (E)-CRAWLSPACEZ (E) FLOOR SHEATHING/ Cr) CD / (E)-CRAWLSPACE 5 ❑ 0 PER PLAN �T� _ =,, ® TO PLYWD. J \ ❑ C� 10-29-18 N 10-22-18 a I— W 1" 1 8$"PER PLAN , �? i — TO STL. a / 4' (VIF) ® 0 [1 --- 0 - 10-17-18 Q ) Z 22" I 22" A TO SLAB EXSTG. A 0(N)-STL. BM's PER PLAN 1 I CAP FE: 1/21xBM.WIDTH B OFFSET TO INTERIOR 1/8"W/ x 01-511W/(2)-1/2"0 (-9 < 2x6 DRIVE-PINNED TO TOP T.B.'s (ONE EA. ❑ _ Nic FLANGE @ 16" SIDE OF WEB) o �� �_/ -� LJ LJLJ uII LLI H H (-\, W (N)-HSS COL. PER PLAN \ 1 0 11-611,1,1'-6'1 (E)-CONCRETE FOUNDATION WALL, TYP. r , -I Q ® SCALE: 3/411 = 11-0 /1, i, (E)-CONCRETE FOOTING,TYP. 9 3" / 9'-8" / 91-8411 / 10' 34 < O (N) STL. BM's PER PLAN o W 1_ REMAINDER OF INFO. OFFSET TO INTERIOR 1/8"W/ 'T Q O NOT SHOWN FOR CLARITY 2x6 DRIVE-PINNED TO TOP II II Z ^ FLANGE @ 16" 11 11 11 11 Ll Cf) W (E)-LVL BM. PER PLAN (E)-FLOOR SHEATHING 11 11 34" 11 11 34' r� LJ ` w rTN PER PLAN 111 o Ll X r, NII TO PLYWD. ��� N 0 3/16"V Vk \ � o N L ® \ PER PLAN ""' ' 11:11=11 - \ 0 O ^ L J TO STL. ,1, o L (E)-HSS 3 1/2x3 1/2 x5/16 COL. CN STL. COL. W/(2)-L 3 1/2x3 1/2x1/4 - \ \ cc TO TOP OF EXSTG. BASE R I rN I ob EXSTG. 71- VO CONN.: SHEAR TAB: TO SLAB \ W/(2)13/4611 I 69 STITCH WELD, /111- OTB 3/16 1"- 12" ___1 OFFSET TO OUTSIDE OF STL. BM. WEB L_ ,_ . . i i cf) N N ---"--.). . (V CV 411 SCALE: 3/4" = 1' 0 N. \ \ \ \ 0 \ \ / 3' 6" / 126" / 8-0 / 52 / 10' 10" / 2111" / 1812" / 2111" / PROJECT : 0206-18 IL 6410" / DRAWN BY : JPL REVIEWED BY : JPL DATE : PERMIT 06.28.18 VERIFY ALL DIM. W/ EXSTG. REVISIONS : TOP VIEW CONDITIONS & ARCH. PLANS FOUNDATION PLANREVISED 10.17.18 SCALE: 1/4" = 1' 00 REVISED 10.22.18 PLAN NOTES: REVISED 10.29.18 PROVIDE 2x10 BLKG. (EA. SIDE 1. NEW CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE. OF HSS) DRIVE PINNED 2. NEW CONCRETE WALLS ARE 8"THICK UNLESS NOTED OTHERWISE. TO STL.TO ADJACEL.NT J JOISTND S ISOLATED D SPREAD FOOTING SCHEDULE 3. NEW CONCRETE FOOTINGS ARE 8"THICK AND 1' 4"WIDE UNLESS NOTED OTHERWISE. (E)3/4"T&G PLYWD. 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING. LABEL DIMENSIONS REINFORCING 5. (E) EXISTING FOUNDATION INDICATED AS THUS ( ) (N) NEW FOUNDATION INDICATED AS THUS: ( ) PACK OUT WEB (E)-9 1/2" I-JOISTS 6. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED: FOUNDATION PLAN W/PLYWD. PER PLAN A 2'-0 x 2'-0 x 1-0 (3)-#5's x 1'-6 EA. WAY 7.Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Sl. QQ _ _ PER PLAN B 3'-0 x 3'-0 x 1-0 (4)-#5's x 2'-6 EA. WAY 876... . ❑ INDICATES BASE PLATE TYPE. REFERENCE SCHEDULE SHEET Sl. & DETAILS — `=1 i. — —— —- (E)-TO PLYWD. 9. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS AND REQUIREMENTS PER SOILS REPORT. I 10. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 1' - - - - - - 1 -0" (N)-CONT. HSS COL. (E)-CRAWLSPACE PER. PLAN S2 ® SCALE: 3/4" = 1'-0 *Ai OF go GENERAL NOTES: SHAPIRO RESIDENCE ADDITION JOB#0206-18 � M. DESIGN CRITERIA: COPE TOP FLANGE - STEEL COLUMN BEARING PLATE SCHEDULE: OF RIDGE BM's , ROOF LIVE LOAD (SNOW LOAD): 9. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN GENERAL REQUIREMENTS: SCALE: 3/4" = 1'-0 _IN -N BM.'s Q07 -ROOF PITCH EQUAL TO OR GREATER THAN 4:12 80 PSF RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR T -ROOF PITCH LESS THEN 4:12 100 PSF EQUIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO It 11/09/18 ROOF DEAD LOAD: 15 PSF CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF TYPE THICKNESS PLAN VIEW ANCHORS \ -\ ® j c�pp REG! F,h FLOOR LIVE LOAD: 40 PSF AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OF CONNECTOR DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. \ N 0 ® ,GQ,o J n LF .npli,'' FLOOR DEAD LOAD: 15 PSF MANUFACTURERS' RECOMMENDATIONS OR IN ACCORDANCE TO IBC SECTION FTG. NOT SHOWN I k DECK LIVE LOAD: 100 PSF 2304.9.5.1. 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. �,� =rN 14 , •�//DECK DEAD LOAD: 15 PSF THESE DRAWINGS HAVE EEN PREPARED FOR THE USE OF A FIED BASIC WIND PEEED (3 SEC GUST): 90 MPH 10. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL COTRACTOR WTH EXPERIENCE N THE CONSTUCTION SSTQEMS IAND Ip , (4)-1/210x8" T ` I /� I \ ; y:, s !§161.�`*--Ir WIND EXPOSURE: B BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH AND DRIVE-PINNED WITH TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE A.B.'s OR R SEISMIC DESIGN CATEGORY: C TWO ROWS OF POWDER-ACTUATED SIMPSON PDPW-200 OR EQUIVALENT. SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO 1❑ 5/8" U SIMPSON IBC/IRC EDITION: 2015 ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF c.� O� TITEN HD / d- O O ti 11. MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH 14„ 14„ 07 N O I` FOUNDATION DESIGN: THE SIZES AND SPACINGS INDICATED ON PLAN. IF JOISTS FROM A THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN ,i, C0 M MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT CONTRACT). 10' r N I` CO 1. THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS ENGINEER TO REVIEW SPANS, LOADING AND CONNECTIONS. FOLLOW THE (N)-STL. RIDGE BEAM PER X O O O MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES PLAN W/2x BM. WIDTH 0 0 SET FORTH IN GEOTECHNICAL REPORT #93147G BY INTER MOUNTAIN O 07 PLYWD. DRIVE PINNED TO TOP m O O ENGINEERING, LTD. AS REFERENCED IN THE ORIGINAL STRUCTURAL DRAWINGS WEB STIFFENERS. AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY (� DATED 6-21-93. CONSTRUCTION OF THIS FOUNDATION SHALL FOLLOW THE STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION 2 34' 14" FLANGE @ 16"O.C. O z h- h- REQUIREMENTS FROM THIS REPORT AND ANY NEW REPORTS. 12. EXTERIOR WALLS SHALL BE 2x6 STUDS @ 16'10N CENTER OR AS DESCRIBED DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS 10-22-18 BELOW, UNLESS NOTED OTHERWISE ON PLAN: ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS QE CONN: I JFULL LENGTH 0- 0 3 3/16"�/ 2. DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING . WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE T- >:;., E 4x3x1 -6 W/ PRESSURE OF 2000 PSF. . WALL HEIGHTS FROM 12'-6 THROUGH 14'-6: 2x6 STUDS @ 12" SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL . WALL HEIGHTS FROM 14'-6 THROUGH 17'-4: (2)-2x6 STUDS @ 16" (TL)) 3/4 0/4T.B.x0's (2)-1/2"Q�x6" (TWO EA. STL. RIDGE BM.) ���� 3. RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 60 WALL HEIGHTS GREATER THAN 17'-4: CONTACT ENGINEER 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR 0 5/8'1 � EPDXY ANCHORS ® "' IIII.■■Ir,��� iN i����� PCF FOR THE AT REST"CASE AND 40 PCF FOR RETAINING WALLS 'ACTIVE'. CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION `JRI 6''' INTERSECTIONS WITH OTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE, STRAP DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE -II-� , TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292)AT THE OUTSIDE CORNER. CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO - 12 12 iii 4. FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL �'� OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL . GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF SCHEDULE THIS VISIT. N 10" 1 10 (VIF) 10 (VIF) ENGINEER. RAFTERS, LOOKOUTS OR GABLE END TRUSS. C WALLS SHALL BE SHEATHED WITH 7/16"THICK APA RATED PLYWOOD OR OSB 5. SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL FOR REVIEW 5. PROVIDE CRAWLSPACE VENTILATION PER CODE REQUIREMENTS. SHEATHING RATED 24/16, EXPOSURE 1. BLOCK ALL HORIZONTAL JOINTS: 8d PRIOR TO FABRICATION OR CONSTRUCTION. THE ARCHITECT AND/OR NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS. CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES. '- 6. SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF . PROVIDE (3)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE �. }' THE GEOTECHNICAL ENGINEER. REPORT ANY DISCREPANCIES FROM THE ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED STRUCTURAL DRAWINGS. SE. NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE 6. IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE, THE FITTED WEB STIFFENERS I ORIGINAL FINDINGS DESIGN ASSUMPTIONS TO THE STRUCTURAL ENGINEER. TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, 1/2 wlll III II 7. BACKFILL AROUND RETAINING WALLS SHALL BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. . ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF I �111 EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. I8. PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL 13. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16"ON CENTER CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS ENGINEER RECOMMENDATIONS. WITH 1/2"GYPSUM WALL BOARD BOTH SIDES. CAP WITH A DOUBLE TOP PLATE (NOT IN CONTRACT). I IIID W TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS. N WHERE APPLICABLE DRIVE PIN IIIII II II REINFORCED CONCRETE: IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET W (SIMPSON ST292)AT THE OUTSIDE CORNER. OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. 2x6 TOP PLATE OF WALL BELOW �� TO BOTTOM FLANGE OF STL. BM. Or. Z 1. CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF PROVIDE (2)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND @ 12"O.C. - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO NOTED OTHERWISE. PROVIDE THE BEST POSSIBLE STRUCTURE. 0 2. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE . NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE Z STRENGTH OF 3000 PSI. TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS. ABBREVIATIONS LIST IIII, iIIIO� w . ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. 3. CONCRETE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT CEMENT. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS. 14. AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD A.B. ANCHOR BOLT POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. ABV. ABOVE 4. FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE "ACI MANUAL ADJ. ADJACENT OF CONCRETE PRACTICE." 15. FLOOR SHEATHING: PROVIDE 3/4"THICK APA RATED STURDIFLOOR RATED ALT. ALTERNATE AT 24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR ARCH. ARCHITECT 5. EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS CONSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS: 8d NAILS AT 6"AT BLKG. BLOCKING Z FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS. INSTALL BM. BEAM UNLESS NOTED OTHERWISE. SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER BM. PKT. BEAM POCKET O JOINTS. BRG. BEARING 10-22-18 6. CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED CANT. CANTILEVER e. CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION. IF 16. ROOF SHEATHING: PROVIDE 5/8"THICK APA PLYWOOD SHEATHING RATED CLR. CLEAR POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES. 40/20 EXPOSURE 1. INSTALL SHEATHING WITH LONG DIMENSION CMU CONCRETE MASONRY UNIT '..N.• PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS. COL. COLUMN 7. CONCRETE COVERAGE FOR REINFORCING STEEL(ACI 318-95): NAILING: 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE CONC. CONCRETE 5/8" ROOF SHEATHING (N)-BENT STL. BEAM PER (N)-BENT STL. BEAM PER Q Z . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" SUPPORTS. CONT. CONTINUOUSPLAN W/5/8x BM. WIDTH PLAN W/5/8x BM.WIDTH Q . CONCRETE EXPOSED TO EARTH OR WEATHER: . PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS,TRUSSES C.P. CRIPPLE POST PLYWD. DRIVE PINNED TO TOP PLYWD. DRIVE PINNED TO TOP . #6 BAR THROUGH #18 BAR: 2" AND LOOKOUTS. DWL. DOWEL FLANGE @ 16"O.C. FLANGE @ 16"O.C. N.N. 0 Nit.\\ #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1 1/2" . PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT (E)- EXISTING PROVIDE 1/4" FITTED END IL's . CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND: BEARING TO PREVENT ROLLING. EA. EACH CAP It 3/4"x 5 1/2"x BM. (2)-3/4"0 x6" LAGS THROUGH a. SLABS,WALLS AND JOISTS (#11 BAR AND SMALLER): EQ• EQUAL WIDTH W/(2)-3/4"0 T.B.'s BOT. FLANGE OF STL. BM. ♦ ^ O EXP. EXPANSION 2x12 STRUCTURAL SUB- V Jl Q EXSTG. EXISTING FASCIA . #11 BAR AND SMALLER: 3/4" PROPERTIES: vi\ •"= `�'� F.D. FLOOR DRAIN Q . b. BEAMS AND COLUMNS: FLEXURAL BENDING STRESS: 2800 PSI FDTN. FOUNDATION RAFTERS PER PLAN MI 24" HSS COL. PER PLAN STUD PACK PER PLAN (-.3 PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" MODULUS OF ELASTICITY: 2,000,000 PSI FTG. FOOTING (BEYOND) II i TENSION PARALLEL TO GRAIN: 1950 PSI G.B. GRADE BEAM Z /� O REINFORCING STEEL: . COMPRESSION PARALLEL TO GRAIN: 3000 PSI G.L. GLUED LAMINATED ROOF FASCIA PER ARCH. \` COMPRESSION PARALLEL TO GRAIN: 750 PSI GRID LINE W LL -J 1. EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 PERPENDICULAR TO GLUE LINE HDR. HEADER STUD WALL BEYOND O EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE HORIZONTAL SHEAR: 285 PSI (BEYOND) Q 40. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, HORIZ. HORIZONTAL BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. HSS HOLLOW STRUCTURE SECTIONS EAST BEARING WEST BEARING Z U 2. FOR BARS #8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES IN INFO. INFORMATION CONCRETE. DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS STRUCTURAL STEEL: INV. INVERTED r n I I APPROVED BY ENGINEER. JSTS. JOISTS �+ / 1 1 1 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN K S KING STUD 11-I Q ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISCLRFDLLV LONG LEG VERTICAL \ 3. HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS LONGIT. LONGITUDINAL / AISC-LRFD, AT CORNERS. PROVIDE (2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND AISC 335 OR AISC-HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. LTWT LIGHTWEIGHT 411 SCALE: 3/4" = 1'-0 II r I� EDGE OF ALL OPENINGS OR STEPS. LVL LAMINATED VENEER LUMBER v 2. STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES MANF. 0LO 4. EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. SHALL BE ASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM MANUFACTURER COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER. A501. (N)- NEW 1 O.C. ON CENTER cC C I FL 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM PLATE REMAINDER OF INFO. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC.A-185. LAP WELDED REF. REFERENCE NOT SHOWN FOR CLARITY /N - WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS. SPECIFICATION A325. ANCHOR BOLTS AND BOLTS (INCLUDING LAGS) USED IN REINF. CONNECTION SCHEDULE STL. BM. PER PLAN TIMBER CONNECTIONS MAY BE ASTM A307. REINFORCING (N)-STL. SCHED. SCHEDULE DA SIMPSON H5 OR SDWC15600 . PER PLAN DRIVE PINNED T&G PLYWD. STRUCTURAL WOOD FRAMING: S.I.P. STRUCTURAL INSULATED PANEL . TO TOP FLANGE @ 16"O.C. 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING S.S. © SIMPSON LSSU210 (N)-TO STL. NOT SHOWN FOR CLARITY INSPECTOR. SELECT STRUCTURAL 14" 1. EXCEPT WHERE NOTED OTHERWISE,ALL 2" NOMINAL LUMBER EXCEPT STUDS STL. STEEL © SIMPSON LSSU210-2 '('r SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND T TRIMMER _i• r� �■ 5. EXPANSION BOLTS SHALL BE WEDGE TYPE"SIMPSON STRONG-BOLT"OR THROUGH BOLT D SIMPSON ITS2.06/11 .88 BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS T.B. NOTED OTHERWISE ON PLAN. APPROVED EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS T&G14" 11 14" Cn NOTED OTHERWISE. PLACEMENT MAY REQUIRE SPECIAL INSPECTION IN TONGUE&GROOVE 0 SEE DETAIL 3/S1 I I ACCORDANCE TO SECTION 1704.3.3 OF THE 2015 IBC AND LOCAL BUILDING TO TOP OF 3z" li I I CAP FE: 5/8"x 3 1/2"x BM. 2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. OFFICIALS. TOF TOP OF FOOTING 0 SIMPSON MIT411 .88 WIDTH W/(2)-1/2"0 T.B.'s TOW TOP OF WALL I I I (ONE EA. SIDE OF WEB) 3. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE 6. EPDXY ANCHORS SHALL BE"SIMPSON SET XP"OR APPROVED EQUIVALENT. TRANSV. TRANSVERSE O SIMPSON ABU66 _...] FOUNDATION WITH NOT LESS THAN 1/2" DIAMETER STEEL BOLTS OR APPROVED TRTD. TREATED MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE TO MANUFACTURES 0 SIMPSON LSU28 HSS COL. PER PLAN ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR TS TUBE STEEL MASONRY,AND SPACED NOT MORE THAN 4 FT APART. THERE SHALL BE A RECOMMENDATIONS UNLESS NOTED OTERWISE. PLACEMENT MAY REQUIRE P SPECIAL INSPECTION IN ACCORDANCE TO SECTION 1704.3.3 OF THE 2015 IBC TYPICAL JO SIMPSON IUS2.06/11 .88 MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR AND LOCAL BUILDING OFFICIALS. VERT. VERTICAL OK SIMPSON HU412 SCALE: 3/4" = 1' 0 PROJECT : 0206-18 ANCHOR STRAP LOCATED NOT MORE THAN 12"OR LESS THAN 4" FROM EACH VIF VERIFY IN FIELD41 END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE 7. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER. FIELD WELDS W.P. WATERPROOF © SIMPSON MIUS4.12/9 DRAWN B Y : JPL TIGHTENED ON EACH BOLT TO THE PLATE. MAY REQUIRE SPECIAL INSPECTION IN ACCORDANCE TO SECTION 1704.3.1 OF W/ WITH OM SIMPSON ITS1 .56/11 .88 REVIEWED BY : JPL 4. BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED THE 2015 IBC AND LOCAL BUILDING OFFICIALS. LUMBER ORA LUMBER OF NATURALLY DURABLE MATERIAL. ® SIMPSON HU11 DATE : PERMIT 06.28.18 8. DELAY PAINTING WITHIN 3" OF FIELD WELDS UNTIL WELDS ARE COMPLETED. DO SIMPSON HHUS5.50/10 / 6" / REVISIONS : 5. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY 9• STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN SIMPSON HB3.56/11 .25 W/ SLOPED TOP REVISED 10.17.18 WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1/2" CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2x TREATED BLOCKING FLANGE & SLOPED SEAT (VIF) (N)-HSS COL. PER PLAN REVISED 10.22.18 ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL _ �� 14 EACH SIDE OF BEAM AT BEARING. I (N)-3/4"T&G PLYWD. ANCHORS. 1/4" FI TED KNIFE IOW/ (4)-3/4" T.B. (3" APART) 6. BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN 0 BRG. R 1/2 x 5 1/2 x 0'-6 W/ 10. STEEL BEAMS BEARING IN CONCRETE OR MASONRY BEAM POCKETS SHALL SEE DETAIL 4/S5 & 5/S5 (1)-5/8'0 X 6" LAG (BEYOND) PER PLAN1 i' SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. SINGLE STUD BEAR ON 1" MINIMUM OF SHIM AND ALL VOIDS SHALL BE FILLED WITH INTO SOLID BLKG. IN JOIST (N)-TO PLYWD. ® >1 TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. NON SHRINK GROUT. ® SIMPSON HUC210-3 SPACE BELOW 7. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH 0 SIMPSON ITS1 .81/9.5 II GENERAL STANDARD WASHERS AND NUTS. BACKFILLING PROCEDURES: OT SEE DETAIL 3/S4 10-17-18 CONT. 11 7/8" RIM- BOARD PER PLAN i C NOTES & 8. REFER TO THE 2015 IRC TABLE R602.3(1) OR 2015 IBC TABLE 2304.10.1 FOR 1. VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER. O IM PSO 5 DETAILS MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED 2. CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FINAL OV SEE DETAIL 2/S2 II I (N)-11 7/8" I-JOISTS PER PLAN UPON REQUEST.AS STATED IN SECTION R317.3 OF THE 2015 IBC SECTION GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED. DO NOT 2304.10.5 OF THE 2015 IRC: FASTENERS IN CONTACT WITH ®BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING _ SEE DETIAL 2/S4 (N)-HEADER PER PLAN PRESERVATIVE TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHORING IS INSTALLED. � 'S• I .u• 9.5 HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON ____ (N) STUD PACK PER PLAN BRONZE OR COPPER. FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS GROUT: 0 SIMPSON HU614 ( AX. 16d x 2 1/2") S 1 REQUIRED IN AF&PA PWF. 1. GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES II SCALE: 3/4" = 11-0 SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.