|
This draw ng is the property of E.A.BoneNi+Assaaiates,Inc and Sha l
<br /> /y LEVEL("/12"MAX.SLOPE)
<br /> "" not be apraduced,copiad,lent or disposed of directly or ird rect#y nor
<br /> 2 Z used far any purpose other than that for which it is specif ca!ly fumrshed
<br /> „ and must ba returned to E.A.Bonelli&Associates,Inc.on aom leticn
<br /> EXISTING CONCRETE FURRING • • ••• 1 • of work,f requested.Capyr gt t E.A.Banelli&Associates,Inc
<br /> WALL INSULATED WALL PANEL •' METAL STUD WALL WHERE INSULATED WALL PANEL, .......' METAL STUD WALL
<br /> ',Nritfen dimensions ori these drawings she!!have precedence over scaled
<br /> GYP.BD. SEE PLAN FOR THICKNESS OCCURS,SEE PLAN SEE PLAN FOR THICKNESS 1••••••••••••••..'••••••••••••••••••' WHERE OCCURS, - - dimensicns;eontractcr shall verfy,and ba essponsible toe,a6 dimensiona
<br /> l•.::.
<br /> SEE PLAN and candmans on the tob and this nffi,a mus4 ba notified of any variations
<br /> SEALANT WITH CORNER ... ..
<br /> `rom the dimensions and conditions shown by these drawings.Shop details
<br /> BACKER ROD �/ BEAD TYP. SEALANT WITH l...::••••••••••••:•%•••.,....•:••••::••••:••••• must ba submitted to:sis aifice for review before proceedi g witty fab cation.
<br /> TYP. BACKER ROD
<br /> •-• 1/2"TYP
<br /> TYP. TRIMNO. DATE REVISION BY
<br /> ,..,%� 24 GA.PREFINISHED TRIM ( 24 GA PREFINISHED
<br /> ALUMINUM ,, I' y GLAZING CONT.SEALANT / CONT.SEALANT TYP. " '•:'':'`:'' / WITH SHEET METAL 24"MIN.CLEAR J
<br /> • J WITH SHEET METAL / ATEXTERIOR
<br /> STOREFRONT r ALUMINUM (E)CONC.WALL TYP.FOR BOTH SIDES a / •FOR BOTH SIDES SCREWS AT 9"O.C. - m
<br /> WINDOW SCREWS AT 9"O.C.
<br /> (I❑ ,-,....,.v STOREFRONT ..,•
<br /> ...... z I a
<br /> r
<br /> - 5/27/15 ISSUED FOR BID CM
<br /> ,I ( • I w
<br /> WINDOW :,SF:•:•::•: . r" :r-�_!-- :N I= c ( x
<br /> GLAZING �' :,::, w.:=a::: •;:_; `,� FOAM-IN-PLACE �, r 4 1 ! FOAM-IN-PLACE . 18 MIN.CLEAR 1-
<br /> ...a..N aiir ;:•::::::::::.•:•:;:;af AT INTERIOR .9-
<br /> N-------
<br /> N— ;�`�-7�-1�-, �� c�� �Gii►�i.7h * • .=i�-'■ i ��+"r J 16 GA.HOLLOW METALF� w�
<br /> ![1111111011111111.1111111� -■[i �l2- 1 .. ,.r..• (KNOCK DOWN)DOOR MEo r4i E =�� I I, 16 GA.HOLLOW METALz "' WINDOW FRAME WITH oz �. r 'S( C7!.....ill_... PRESSURE ANCHOR v
<br /> s o o A WELDED CORNERS o
<br /> EXTERIOR --\ ,,-"I
<br /> w z _
<br /> � fri1.IJI
<br /> y � � � � Z w HEAD/JAMB SIMILAR. _ DOOR
<br /> o
<br /> BATT z o = J w
<br /> Fli up__ liINSUL. } x f 1
<br /> GLAZING
<br /> SPANDREL o pII w �_ = o I METAL STOP, p w
<br /> Z DIMPLE FOR X
<br /> _ ' �I SCREWS AT 9"O.C. w HEAD/JAMB SIM. �, 32"CLEAR / / 12"MIN.IF DOOR IS EQUIPPED W/
<br /> ( � o BOTH A LATCH AND CLOSER w
<br /> i il
<br /> 2" WINDOW DIMENSION 2" 1M w � ■ FOAM-IN-PLACE o V �__ S
<br /> y BASE -' / _ � •
<br /> J �4 •ff'i•1� rr 2vS � � w
<br /> I
<br /> ' Iig
<br /> N �xl.CII�r 1k '" `..1 PRESSURE ANCHOR WITH THRESHOLD o
<br /> ---alZ;::...n '.'.'.'.'.'. _:: SHEET METAL SCREWS
<br /> SET IN FULL BED OF MASTIC
<br /> 2""Z" 7 AT 12"O.C.
<br /> SEE DOOR SCHEDULE
<br /> F.F. z
<br /> FURRING --METAL STUD WALL WHEREA o
<br /> A JAMB/HEAD SIM.
<br /> M. CONT.SEALANT - - _! -
<br /> o r ', GYP.BD.
<br /> TYP.FOR BOTH SIDES OCCURS,SEE PLAN FINISH FLOOR, 1
<br /> SEE FINISH SCHEDULE m
<br /> CORNER 24 GA.PREFINISHED TRIM ,!�� . LEVEL("/12"MAX SLOPE) o
<br /> 31/8"20 GA.METAL BEAD TYP. WITH SHEET METAL \ / / z
<br /> CHANNEL-TOP AND SILL SCREWS AT 9"O.C. SILL a
<br /> �/
<br /> w
<br /> 5 ALUMINUM STOREFRONT WINDOW DETAIL 4 ALUMINUM STOREFRONT WINDOW DETAIL Allki HOLLOW METAL FRAME AT INSULATED WALL PANEL 2 HOLLOW METAL FRAME AT INSULATED WALL PANEL Ai, ACCESSIBLE DOOR CODE REQUIREMENTS o
<br /> WINDOW DETAIL DOOR DETAIL
<br /> 9.5.1 SCALE: 3"=1'-0" CM/5-11-15/1490 D008.DWG •9 5 1 SCALE: 3"=1'-0"
<br /> .
<br /> CM/5-11-15/1490 D002.DWG ,9'5'0 SCALE: 3"=1'-0" CM/5-11-15 3:07 PM/1490 D006.DWG ,9.5.0 SCALE: 3"=1'-0" CM/5-11-15 2:48 PM/1490 D005.DWG '9'5.1 SCALE: 1/2"=1'-0" CM/5-11-15/1490 D004 DWG ~
<br /> V o
<br /> Lij 5
<br /> GYP.BD. 1�"G.R.CHANNEL STIFFENER, o
<br /> :. EXTEND 4'-0"MIN.EA.SIDE,OR c�
<br /> TO PARTITION CORNER.PUNCH
<br /> w /
<br /> L'
<br /> w
<br /> a HOLLOW METAL • STUD WEB FOR CHANNEL AND TIE 5
<br /> a �•t DOOR FRAME SECURELY. z
<br /> 24 GA.PREFINISHED TRIM - INSULATED WALL PANEL 2"TYP. 5
<br /> WITH SHEET METALw
<br /> 4 FOAM-IN-PLACE METAL STUD
<br /> SEE PLAN FOR THICKNESS
<br /> SCREWS AT 9 O.C. pr=t'INSULATION ANCHORS
<br /> TYP. ALUMINUM FRAMING ♦ a
<br /> CONT.SEALANT SYSTEM I�, : z
<br /> l TYP.FOR BOTH
<br /> 24 GA.PRE-FINISHED SEALANT WITH 21 ` _-8"TYP Fa
<br /> CORNER TRIM W/ SIDES BACKER ROD \ �� z
<br /> 14"x14x7/8"SELF-DRILL / P. — o
<br /> TY
<br /> SCREWS AT 9"O.C.(TYP.) - - L-1-..
<br /> 6 MTL
<br /> 1%"DOOR TYP. I
<br /> STUD P
<br /> I \____71,,, o SHT.MTL
<br /> J
<br /> .......... •.............•.• 1 )
<br /> Fli
<br /> ..
<br /> CONT. BUTYL TAPE L,,,,,,, w A 1 SCREW .
<br /> .
<br /> HED ..
<br /> �.,rNx".,• 1 TYP.FOR BOTH ENDSLL____
<br /> . . •__-1. • \' - 1. Q I - A 24
<br /> T
<br /> MIMIw _�• SEAL
<br /> 2" DOOR DIMENSION 2" 2" .
<br /> •
<br /> / / / / / / DOOR DIMENSION / 2" /..
<br /> CONT.SEALANT i_____,
<br /> �
<br /> L.1".-1-- n
<br /> (TYP) FOR BOTH ENDS JAMB"Ayr V 3.N METAL :
<br /> [I
<br /> STUDS
<br /> CORNER BEADS TYP.
<br /> INSULATED PANEL
<br /> THRESHOLD,
<br /> n
<br /> GYP.BD. THRESHOLD, JAMB B
<br /> 1 SET IN FULL BED OF MASTIC
<br /> c Ix PANEL FLUTES METAL STUDS SEE DOOR SCHEDULE
<br /> / '-- JAMB/HEAD SIM. ;;,,, �, -FINISH FLOOR
<br /> SILL
<br /> 10 INSULATED WALL PANEL Ink ALUMINUM STOREFRONT DOOR DETAIL 6 HOLLOW METAL DOOR FRAME IN STUD WALL
<br /> CORNER DETAIL
<br /> 5.9.0C
<br /> SCALE:6 1'-0" CM/5-11-15 11:00 AM/1490 M012.DWG A 9.51 SCALE: 3"=1'-0" 9.5' "_ '-"
<br /> CM/5-11-15 2:45 PM/1490 D004.DWG SCALE: 3 -1 0 CM/5-11-15 2:30 PM!1490 D007.DWG
<br /> EXISITN ROOF EXISTING ROOF
<br /> WALL OPENING: 15"
<br /> (.._113
<br /> 11-1/2"W x25"H x DEPTH WALL _
<br /> FILL VOID WITH FIBERGLAS FILL VOID WITH REQUIREMENTS FOR TRENCH BACKFILL (SEE JL INDUSTRIES TECH.DATA) t
<br /> ji'
<br /> INSULATION FIBERGLAS INSULATION
<br /> p
<br /> _.,,
<br /> i �(I GYP.BD.BULKHEAD E. A. B O n e l
<br /> PIPELINE TRENCHES SHALL BE BACKFILLED WITH COMPACTED STRUCTURAL FILL :< � 16 /
<br /> // /i` / // // // / / - / / PLACED IN LIFTS NOT EXCEEDING 8 INCHES IN UNCOMPACTED THICKNESS. FIRE EXTINGUISHER
<br /> IF ON-SITE SOIL IS USED, THE MATERIAL SHALL BE COMPACTED BY MECHANICALQ CABINET FURRING S +MEANS TO A MINIMUM DEGREE OF COMPACTION OF 90 PERCENT. IMPORTED SIM
<br /> SAND MAY ALSO BE USED FOR BACKFILLING TRENCHES PROVIDED IT IS COMPACTED S JL INDUSTRIES }
<br /> /' = .•. TO AT LEAST 90 PERCENT AND SUFFICIENT WATER SHALL BE ADDED DURING THE , �� Associates l S Inc.J i '---% ��• 4� � - '� _� _ ` `It�, J �- -_� MODEL 1016 .. _ ,... ... e �
<br /> il' • ��•`� •�•��� TRENCH BACKFILLING OPERATIONS TO PREVENT THE SOIL FROM BULKING DURING &
<br /> '' COMPACTION. IN ALL BUILDING PAD AND PAVEMENT AREAS, TOP 6" OF TRENCH Architects Engineers
<br /> 3 BACKFILL SHALL BE COMPACTED TO A MINIMUM DEGREE OF 95 PERCENT FOR BOTH ON- / �, I �- GYPSUM BOARD \-.
<br /> g
<br /> SITE SOILS AND IMPORTED SAND BACKFILL. MINIMUM DEGREE OF COMPACTION HANDLE
<br /> :_.:;.;..`;.;.;;� :�;:�;?`;�:�� D C I METAL STUD
<br /> SHALL BE DETERMINED BY AST 1 7- FIELD - SECTION CONDITION A Xo o WALL HUNG CABINET
<br /> ..�.,, .:..:: M D 55 70 E D TESTS D1556 64 OR
<br /> E: {::::� r 4 SQUARE TRIM - - 0 8450 Edes Avenue,Oakland,CA 94621
<br /> 24 GA TRIM,FORM ASTM D2922-71 AND D3017-72 Phone: 510 740-0155
<br /> (:::::::.:::::::::::::::E::::::::::::::::::::::;:::::::124 GA TRIM,FORM E:;::::::::::`:j� -'1 0 0 ( )
<br /> EXISTING PER FIELD DIMENSIONS, PER FIELD DIMENSIONS, ' o 0
<br /> k : � I::•.::.:::: o GYPSUM BOARD Fax:(510)740-0160
<br /> OPEN WEB JOIST SHEET METAL SCREW AT SHT.METAL SCREW AT o 0
<br /> :: ::� " 9"O.C.EACH LEG.
<br /> k ';'.`;: o Website:www.eabonelli.com
<br /> f � 9 O.C.EACH LEG. I ,1 3,-0„ 11/2"FURRING o 2922 W.Main Street,Visalia,CA 93291
<br /> :;:•:;:•�: .: SAW CUT AND SEAL CONTRACTION PAVING
<br /> i B CHANNEL o o
<br /> JOINTS TO MATCH EXISTING PAVING EXISTING NG I o o Phone:(559)627-6448
<br /> NOTCH PANEL AROUND ••::•;.:.:::...::':•:1:::.•:::.•::::.•:.•::::.:'•:•::.+", INSULATED METAL PANEL INSULATED PANEL I.•.:.,::: SAW CUT EA. SIDE A • - -
<br /> � JOINT OR PROVIDE CONSTRUCTION '.����� Fax(559)627-6483
<br /> STEEL FOAM,SEAL AND I......:. .I r„:..,:;:.
<br /> _ :� JOINTS AT THESE LOCATIONS. o •�• �� o 0
<br /> TRIM JOINTS t`;�;�'r';�`_:`<:,`, �•:::.:: :� o - o o
<br /> ••::�•:::�:::::. (3) #4 CONT. o o ADJUSTABLE� � ,.. � 3/4 ADJUS ABL iv
<br /> `s::';;}° (;:t:i;,'•;:}::( x o
<br /> SHELVES
<br /> 14 GA TRACK,ATTACH TO 14 GA TRACK,ATTACH TO :A WALL - PROJECT FOR
<br /> Es:i�?:?�:_�:�•::•::� f�::::::i�';{�i.::�� z FIRE
<br /> DEFLECTION CHANNEL,W/ • DEFLECTION CHANNEL,W/ III4 - EXTINGUISHER - -
<br /> �:�:;;: ;;.::,:� E FIRE EXTINGUISHER ��
<br /> #14 SCREW AT 9”O.C. #14 SCREW AT 9"O.C. o
<br /> TridenlY6
<br /> / E ;'.:�i "� CABINET CABINET
<br /> o
<br /> ..::::i:::.::::::.:::::.:::.:E:::.:::::il r ROLLED
<br /> 1:�:.:�:;:;:`••:::;�•:�:� `a A7\I������� OR TRIMEDGE FOR JL �5/8T STUD !I
<br /> --\---
<br /> .______,
<br /> - 4 ':?.;`._:,, o o =- CABINET HARDWARE,
<br /> EXISTING7 _ GYPSUM BOARD
<br /> USE MODEL 1012 _ _
<br /> �.:.:.:.:::.:.:�� _ TYPICAL(VERIFY)
<br /> ' +�+� :! ALLOW FOR 2"DEFLECTION " FOR 6"STUD METAL STUD
<br /> OPEN WEB JOIST 14 GA CHANNEL(ATTACH #6 x 1-3 DOWELS AT X24 O.C. #3 AT 48" 0•C. o ort ,TI � '"
<br /> p:::::< ;: r, ;';:: -USE MODEL 1017 X - 0 = ®
<br /> TO OWJ W/1/2 0 M.B.) DRILL TIGHT FIT HOLE 6 INTO ROLLED EDGE - - #--
<br /> GRADE 60 KSI REBAR ,. I
<br /> : :::;:::::d E:::;:�::::::;:� EXISTING PAVING. DOWELS ASTM A36 _
<br /> ALLOW FOR 2"ROOF 14 GA CHANNEL
<br /> DEFLECTION � '::'�;''':':;``� 4,000 PSI CONCRETE AT 28 DAYS 2'-0"
<br /> ;: - ELEVATION SECTION-CONDITION B / /-
<br /> NTS
<br /> FACE OF WALL PROJECT NAME
<br /> 15 INSULATED WALL PANEL 14 INSULATED WALL PANEL An PAVING REPAIR AT UTILITY TRENCH Ark
<br /> FIRE EXTINGUISHER CABINET DETAIL
<br /> ROOF UNDERSIDE ATTACHMENT DETAIL ROOF UNDERSIDE ATTACHMENT DETAIL
<br /> 9.5.1 SCALE: 1 1/2"=1'-0" '9.5.1 „ ,_,r 9.5.0 A9.5.0
<br /> CM/5 11-15 2:10PM/1490 M013.DWG SCALE: 1 1/2 =1 O CW5-11-15 2:27 PM/1490 M014.DWG SCALE: 3/4"=1'-0" 2AP100C.dw SCALE: 3"=1'-0"
<br /> 9 CM/5-11-15 2:09 PM/1490 M016.DWG w EMPLOYEE
<br /> RETURN
<br /> pLO/EERETURN BACKSPLASH a
<br /> AT WALL ABUTMENT.
<br /> SERVICES
<br /> 5"INSULATED WALL PANEL ':::;::;':, :;::;':;• • PANEL THICKNESS+1/16° INTEGRAL COVE CAULK SPLASH
<br /> 14 GA GALVANIZED • :1 BACKSPLASH TO WALL
<br /> BASE CHANNEL WITH I•;. ;:•� / .�
<br /> (4)S.M.S.PER PANEL :;:I - ---- ; COUNTER TOP
<br /> .:� r, EXTERIOR I INTERIOR
<br /> 2r� 3 5/8 X 20 GA.MTL
<br /> I
<br /> toPOLISHED CONCRETE Mr SEE FINISH SCHEDULE
<br /> STUDS AT 16"O.C. WARM SIDE/ COLD SIDE I ;••
<br /> (FINISHED BEFORE RESINOUS FLOORING)CONT.SEALANTDIRTY SIDE CLEAN SIDE(TYP.) I...::::::.:•••••••'...::::'..i.:.:1.1...::::.1., I !a:dt OctJYtiy9 w s.On0.O_♦Ba ..♦.♦S♦..xa�..S♦sa♦.d
<br /> PROJECT ADDRESS
<br /> r:::',..•.::::::::::.:':::::::::::,/ GYP.BD. I I DRAWER 1930 Merrill Creek Parkway
<br /> Ii �; ---- I I q
<br /> Everett,WA
<br /> i SAW-CUT CHASE IN CONCRETE
<br /> ;4' 1/4"DEEP X 1/2"MIN.WIDE
<br /> POWDER DRIVEN SIN -, BASE CABINET
<br /> PINS AT 24"O.C. _ III . ... - _ o o
<br /> a RESINOUS FLOORING I � SHEET TITLE
<br /> SEALED CONC.CURB G ►' a
<br /> CONT.#4 REBAR , ° k FACE OF I.M.P.WALL o
<br /> TOP&BOTTOM ' ` o 0
<br /> - �, I r RECESSED
<br /> . / \ CONCRETE CURB o ADJUSHELSTABLE ES :9- MISCELLANEOUS
<br /> #4 REBAR AT ° a ° RUBBER BASE / 1 SET IN INSULATED METAL PANEL, o
<br /> j� / \ THEN POUR,FILL AND FLOOD 1/4"HARD
<br /> " 1/2" / I 1 AT 9"0.0.(TYP.)TS BASE CHANNEL WITH POURABLE - DETAILS
<br /> 16 O.C.MIN.4EMBED ,,./
<br /> SETIN EPDXY �/ ` '� BACKING
<br /> = MASTIC o
<br /> -
<br /> EXISTING CURB JOINT \ 0
<br /> ° t/ PVC BASE CHANNEL WITH(4)1/4" / 1,-__. 2-0" /
<br /> CONCRETE FLOOR EVERY 10'-0"O.C. RAWL PINS PER PANEL ON BOTH SIDES =
<br /> TO BE ALIGN WITH
<br /> ° FLOOR JOINT ( ' NOTE: yi
<br /> -\ a ° ° # '" CONCRETE / (_...._......,v.° 2 a CURB \ 4 l - FILLING CHANNEL WITH MASTIC
<br /> X A '''
<br /> ° ° BEFORE INSTALLING INSULATED
<br /> y Q ° SCALE AS NOTED SHEET NO.
<br /> C 0
<br /> ° a I ( \ METAL PANEL IS NOT ACCEPTABLE. 4 4
<br /> a ° I I ° 1, 4" DRAWN CM
<br /> ° CONT.SEALANT - TYPICAL FOR ALL BASE CHANNELA9/
<br /> U a CHECKED
<br /> APPROVED . u
<br /> 20 CONCRETE BASE CURB DETAIL-6 WIDE 19 TRANSITION TO POLISHED CONCRETE 18 CONCRETE CURB EXPANSION JOINT iglik INSULATED METAL PANEL BASE DETAIL 16 COUNTER TOP AND BASE CABINET SECTION
<br /> '9.5.1 „_ '9.5.0 A9.5,0 _---
<br /> (SEE SPECIFICATION FOR FINISH) DATE 1/4/2015
<br /> 9.5.0
<br /> SCALE: 3 -1'-0" CM/05-08-15 11:19 AM/1490 M005.DWG SCALE: FULL SCALE CM 0514/15 1.44 PM 1490 MM018 SCALE: 3"=1'-0" CM/05-26-15 3:26 PM/1490 M023.DWG SCALE: 1"=1'1930 Merrill Creek Pkwy CM/05-26-15 3:00PM/1490 M024.DWG A9.5.0 SCALE: 1 1/2"=1'-0" CM/5-05-15 9:00 AM/1490 M001.DWG JOB NO 1490
<br />
|