|
w°4iaNmaNa'�ira w°�4nsc�wNa� � of �rr�r on
<br />ot►snroNa, N9 VAM010 s Oft NOOe1CARM To wontt
<br />fNenr astAi% BE n1Pla,E7ri[D Ntnt9s" ple TIRIn It
<br />APPW&. ALL petNll M l'$S"V 9r tNW OWdtN9 PIT
<br />SWOMMM NY THE tAIM PLIIA9N. All CRA1Na tND
<br />NOICTNL' AACHik� aL eE" TIC�P110YdN9 CONSWAI 0.Y
<br />Fa7t5NI11ID CONPOrtA770)r. NMI*A 119Nraet K RJ AWILID
<br />PLIA W OF TM PROXCr,
<br />SEE PLAN E+rL.t
<br />f SIMPSON N ZST q..lK ., . ,.,.,'.:.. � y
<br />/ CONNECTOR s r s El 1$ E)h+E.:s11
<br />A V1A• a, C..� C:,
<br />/ I, APA RATED Z,7 f.,' •� � � �~
<br />PLY410tI? 19 LADDER -WE HORIZONTAL.
<br />16'"}.��. ;,• rp #�" '�.
<br />RONfORCETLQRf O f6OC
<br />SLOPE PER e" CMU WALL VERTICALLY (MIN 12- SPLICE) FlLL 1HREE CEllS a FILL T= CELLS tit a
<br />AWI ZONING DRNGS �j
<br />• INTERLOCK BLOCK t
<br />r
<br />/// • (," IR OUSN OU�C COURSES (TIP.) .' ;�!• .12T
<br />I CORNSR DETAIL WALL INTERSECTION J•S/f}i�llll. l +
<br />8x8 LUM9ER
<br />/ I 1 REBAL
<br />�AR,jFILL CELLS Wj CON
<br />C--
<br />8' CUU WAIL I DOWELS To MATCH ;4 i!= i 1 I ! 1 i , r� CONSTRUCTION
<br />t' MASONRY REEIN110FICEWENNr 4 -J l_ _! .1 8 01/29/20 ISSUED CONSTRUCTION
<br />cv I TWO END CELLS SEE PLAN 32' OC
<br />SLAB ON'CRAOE 7 10/29/19 ISSUED CONSTRUCTIN
<br />/5 PERT. REOWi O 32• aC I END WALL TYPICAL WAIL
<br />1N GR :F111E0 CMU 2* DO I !^ 8 09/20/19 ISSUED CONSTRUCTION
<br />REINF. W/ 15 VERT. S 07/19/19 ISSUED CONSTRUCTION
<br />SEE PLAN qCE�,Lg ADJACENT No SEE PLAN
<br />TO WALi OPEN No - -,
<br /># 12j03/18 ISSUED FOR QO% CD
<br />1 `` , f } t• 1• s3 10/11/18 ISSUED FOR REVIEW
<br />t/1t IADDER-TIFE NORIIONTAL }e { i i �' ;i, f' i f i l U,75-i-
<br />f2/11/17 REINr. O 16' OC VtHItCAtLY i I 1 }' ' < t )� t)t.s() t) A it L h d 1 2 ISSUED FOR REVIEW
<br />I ` (MIN 12' SPLICE) (M.) � 6 ! ? -� �:t ! f tt t { � r ` , + ^ r } r` R t") � f i' w DODOOR W o ENINc
<br />I No. Date Roymon
<br />SEE ARCH.
<br />" } ! f Chant:
<br />t; } } WALL OPENING
<br />. ft )+ O °:: it �i )t ;
<br />/5 DOM OAR , t .�
<br />q t ..c) TYPICAL REINFORCED MASONRY DETAILS
<br />Vlu
<br />�'zon
<br />�2°} t <{1'f'r'.s"�I
<br />} 7c i s k (1 t 3 }`� t
<br />III 111' ^ II 111 �y t i�t !f i11 )if )i Ill 11' II E I' TII +tl 1s f+i'
<br />EI1 TIE {II IIl: I�f H. E�; ::(I �11E11 i F'!t i� {!I �(1 I tl.i I! .1
<br />NOTES:
<br />f a cDAx (11 l t i - 11 111 111 I . t 11 11 "I t i 1 t' t 1 f - -t 1i i i t I t t t t 111 =: + I -+'. t - I.�- PRUDE #9 GA. LAWER TYPE HORIZ. ROW. AT is' O.0 MAX LAP AT WALL SNTERS£CT[ON
<br />WTH 'T' AND 'e CORNER SECTIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. WVlementatIon Teams
<br />1'x2' DEEP la t" {B) 6' COHt1UFI $4 AT IS'
<br />qq 2'-O' 2.- I'm 2500 P.S.I.
<br />q, BRUMQLOUS CAULXL40 iI 3 SLAB ON GRADE 3- 3 Cow.
<br />i' BrrOMEN 13wxcuATEO jj MIN.
<br />FOPEBOARD BETWEEN 80TT�t EACH WAY A (TIP) V, MW COURWFM � ` �/) A p
<br />OUSTING BUILDING WALL b NO -FROST SUSCEPVJLE FILL .,I% /I�1ualize
<br />NEW CONCRETE FOUNOARON TOP OF SLAB tyy�,,,�,��
<br />II 10
<br />EIi571NG � ., ;T � `^" ^ '� '-"' ""� "— A&E Teams
<br />FOUNDATION
<br />�■
<br />iixI7* 1�2- J�-D' 1 WALL SECTION 5 2�'x34' Sral,t NSF T SCALE TYP REINFORCED MASONRY DETAILS 4 0RRt50T�1 HERSHFRE L O
<br />11.07" SCALE; NOT TO SCALE 60o 8TkwART OY,SWL:209
<br />"' ". r i y� •` Tel: 2O8.289,7370
<br />�a 11E4 O 18' OC-
<br />a j_,.�. ,� `•. 1:..,t )t :(s t++,twmWskonhenh6e?d.«rn
<br />{ f `r } 33c ,r
<br />)ttr' 8' AM COMPACTED Project tnfo0
<br />(4) is CONT, ! i ,' ! i / t` 1 Ntl—TRasT 1 - -- - . ry
<br />(2 rap 2 BOTTOM) r , " SEA
<br />t (s , 1: St1SCEpiItuE Ixt CONCRETE SLAB 10 a I
<br />BGSHAW
<br />via EYERrrT AYE
<br />ON.V, RIOT [RAMC PART Or I I EYAM, TPA MOT
<br />CAB;NLY OR CUIERNIOR TAW
<br />I I
<br />1 REDHEAD TIE
<br />DOWN
<br />W T 4j t!2 ' e a I Or ng TNfe:
<br />1 I I
<br />a/a• CWJIfEN (1IPICALj ANCHORS WRN 4-t/C }, -..-__ g
<br />Tap #4 AT 10` EACH WAY EMSCOMENT INTO CONCRETE
<br />\\ STRUCTURAL
<br />, fLooR stAe � ,i , . COR;GRETE ;LAB ( I
<br />-/ ( I DETAILS
<br />367 RADIUS MIN ��
<br />8' SON 80 CONDUIT w _ _ _ _ ff I I
<br />CIFAtI R 7 ROUGHEN COh RE FLOOR REDHEAD IRU RS WITH
<br />'YlECGE ( ---- - 1
<br />SLAB PRIOR TO PLACING C41;CRETE PAD ANCHORS YATt! 4-4//88 I
<br />U a U EMBEDMENT INTO COHCREiE L- °J Project NUmben Start Date.
<br />I 1900019W 11/1t3/15
<br />Drafters Destgnert
<br />N SECTION VIEW "Raw FAPNtNf PLAN VIEW
<br />is SV
<br />APOOORwY
<br />Project !tanager. Profeselonot of Rftor*
<br />1 MAWACiUREKS RECOMMF?R)AIMS W$ LC
<br />It"alon No: Sheet No.
<br />,
<br />8 S-4
<br />' "�'' '''''�' �' WALL SECTION 3 2 x,Y ";i2-: -,-D• ,�"� "—" CONCRETE STOOP 2 , ;3,;: OTTO CABINET ATTACHMENT DETAIL 1
<br />t ItNI?' SCALE: 1/2' - V-0' i $ D 1'
<br />City of Everett Reviewed for Permit �/
<br />
|