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Home My WebLink AboutPermit File 1920 R Avenue LA.44 ,jcf, �ls. Ufa iaes�°� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 V Olympia,WA 98504-7600 °360.407-6000 711 for Washington Relay Service a Persons with a speech disability can cal!877-833-6341 May 21,2015 Jimmy Blais Environmental Manager Gary Merlino Construction Co. Inc. • 9125 10th Avenue South MJB Properties Seattle, WA 98108 Re: No Further Action at the following Action Areas: • • Site Name: MJB Properties North Dock Area--Parcel Numbers: P78000,P58064, P32969,P32970, P3297, P32915, P32929,P32943,P32913,P32916 of the MJB Properties North Dock Area Site—UPLAND PARCEL AREAS • Site Address; R Ave 20th-22tid St, Anacortes, WA 98221 • Facility/Site No.: 2690 Dear Mr, Blais: The Washington State Department of Ecology(Ecology) received your request for an opinion on your independent cleanup of the MJB Properties North Dock Area.Site—UPLAND PARCEL AREAS (UPLANDS) owned by MJB Properties, This letter provides our opinion, We are providing this opinion under the authority of the Model Toxics Control Act(MICA),Chapter 70.10SD ROW, Issue Presented and Opinion Is further remedial action necessary to clean up contamination at the Site? NO. Ecology has determined that no furthei remedial action is necessary to clean up contamination at the Site This opinion is based on an analysis of whether the remedial action meets the substantive require- ments of MTCA, Chapter 70,105D ROW, and its implementing regulations, Chapter 173-340 WAC (collectively"substantive requirements of MTCA"), The analysis is provided below. Car Description of the Site This opinion applies only to the Site described below. The Site is defined by the nature and extent of contamination associated with the following releases: • Cadmium, mercury, cPAHs into the soil. • Cresol into the groundwater. Enclosure A includes a detailed description and diagram of the Site, as currently known to Ecology. Please note a parcel of real property can be affected by multiple sites. At this time, we have no information that the parcel(s) associated with this Site are affected by other sites. Basis for the Opinion This opinion is based on the information contained in the following documents: 1. Geomatrix, Upland Investigation Work Plan—MJB Properties North Dock Area(20th to 22"d Streets), dated May 12, 2010. 2. Farallon Consulting,LLC,Technical Memorandum: Re Property Investigation Work Plan-MJB North Dock Area, dated October 14, 2011. 3. Farallon Consulting, LLC,Property Investigation Summary Report—MJB North Dock Area, dated October 15, 2012, 4. Farallon Consulting, LLC, Closure Report—MJB North Dock Area, dated October 30, 2013, Those documents are kept in the Central Files of the Headquarters Office of Ecology(HQ)for review by appointment only, You can make an appointment by calling the HQ resource contact at(360) 407-7224. This opinion is void if any of the information contained in those documents is materially false or misleading. Analysis of the Cleanup Ecology has concluded that no further remedial action is necessary to clean up contamination at the Uplands as defined in Enclosure A. That conclusion is based on the following analysis: 1. Characterization of the Site Ecology has determined your characterization of the Site is sufficient to establish cleanup standards and select a cleanup action. The Site is described above and in Enclosure A. Mr, Jimmy Blias May 21,2015 Page 3 Ecology has determined your characterization of the Uplands is sufficient to establish cleanup standards and select a cleanup action, The Uplands are described above and in Enclosure A. In 2013,ten test pits using a backhoe were advanced and samples collected under an Ecology approved work plan(Geomatrix 2010,Farallon 2011), Sampling occurred from 1.5 — 11.5 feet below surface. A total of 16 samples were collected and analyzed for the following constituents of potential concern(COPCs): Gasoline, diesel,and oil-range total petroleum hydrocarbons (GRO, DRO, ORO respectively),benzene, ethylbenzene, toluene,xylene, carcinogenic polycyclic aromatic hydrocarbons (cPAHs), volatile organic compounds(VOCs), semivolatile organic compounds(SVOCs),polychlorinated biphenyl aroclors, and total metals (arsenic, lead, cadmium, chromium,copper, mercury, nickel,and zinc). Four samples exceeded the MTCA Method B standards for cPAHs within test pits TP-5 and TP-6. One sample exceeded MTCA Method B standards for cadmium and one exceeded for mercury, also within test pits TP-5 and TP-6. Seven soil samples were collected and analyzed for dioxins and furans. None exceeded the screening levels. Six samples total collected from test pits TP-I, 2, 5, 6, 8, and 10 exceeded the MTCA Method B screening levels for copper. Three samples total collected from test pits TP-8 and 10 exceeded the MTCA Method B screening levels for nickel. Three samples total collected from test pits TP-1, 2, and 5 exceeded the MTCA Method B screening levels for zinc, • Three temporary wells were installed to a depth ranging from 10.5 to 15 feet bgs, Groundwater samples were analyzed for the following COPCs; GRO,DRO, ORO, VOCs, SVOCs, cPAHs, PAHs, and total metals, One sample exceeded MTCA Method B standards for the SVOC, m,p-cresol. This sample was collected in proximity to test pit TP-6. 2. Establishment of cleanup standards Ecology has determined the cleanup levels and points of compliance you established for the Site meet the substantive requirements of MTCA. Cleanup Levels; The land use is designated for the following: parcel P78000 for marine craft transportation; all other parcels for industrial with residence, The selected MTCA Method B standards for used at this site for soil and groundwater are protective of human health and the environment; Soil cadmium—0.13 mg/Kg mercury—2.0 mg/Kg Groundwater m,p-cresol - 8µg/L Mr. Jimmy Blias May 21, 2015 Page 4 3. Selection of cleanup action Ecology has determined the cleanup action you selected for the Site meets the substantive requirements of MTCA. The method selected—excavation of the contaminated soil with transportation off-site and institutional controls/soil management plan meets the minimum requirements for cleanup actions by providing a permanent solution and immediate restoration time frame in the affected areas, 4. Cleanup Ecology has determined the cleanup you performed meets the cleanup standards estab- lished for the Uplands. In 2013, approximately 52.5 cubic yards was excavated from test pits TP-5 and TP-6 in conjunction with confirmation sampling at the furthest extent of the dig locations. Listing of the Site The above listed parcels, at this time, will remain on our Confirmed and Suspected Contaminated Sites List. The in-water parcel areas require further investigation. Limitations of the Opinion 1. Opinion does not settle liability with the state. Liable persons are strictly liable,jointly and severally, for all remedial action costs and for all natural resource damages resulting from the release or releases of hazardous substances at the Site. This opinion does not: • Resolve or alter a person's liability to the state. o Protect liable persons from contribution claims by third parties, To settle liability with the state and obtain protection from contribution claims, a person must enter into a consent decree with Ecology under RCW 70.105D.040(4). 2. Opinion does not constitute a determination of substantial equivalence. To recover remedial action costs from other liable persons under MTCA, one must demonstrate that the action is the substantial equivalent of an Ecology-conducted or Ecology-supervised action. This opinion does not determine whether the action you performed is substantially equivalent, Courts make that determination. See ROW 70.105D.080 and WAC 173-340-545. Mr. Jimmy Blias May 21,2015 Page 5 - 3. State is immune from liability. The state, Ecology, and its officers and employees are immune from all liability,and no cause of action of any nature may arise from any act or omission in providing this opinion. See RCW 70.105D•030(1)(i). If you have any questions about this opinion or the termination of the Agreement,please contact me by phone at(360) 407-7236 or e-mail at sandra.caldwell@ecy.wa.gov. Sincerely, an • Caldwell, Supervisor Land Unit,HQ Toxics Cleanup Program Enclosures: A—Description and Diagrams of the Site cc: Barry Rogowski, Ecology Enclosure A Description and Diagrams of the Site - .. - ... . [1 1cfa:.41S. • {{'' y.:4 Iti f�/ ..,'- io ,.p !1 ,t II , Y, -- ., - '. + YI__'.?�� =-Lill %r. ... L.- `, k, • - - - - - ijl ;- 1( A . 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Y 1 t t- V .--h ''i :.0 11'5 g 1 .4., „ - ... • : . •• • . . ,. ,k __a.,!f,1:L_$/ '.'.9. $ -, • = If' 1 T) A 1, .G 6 13 A Vr • !�1 • I `' " L'"•11 1, SITE LOCATION 34 • 11 ',''.�: .Iti -- 4T,- - k-_:_s l— ' , 1 iii : ,„ 1 i ,St ��il ` . ,h r.Fr.\ ~\ I I l :.I o IIli 5 1 Ramp,%"•T '1! a'a r9 s. a ''f I)2 5 ''c` ?\ [{(To lid' i r —,rl� r'` �r_ rsY _ ' y I I. r;'' Frr ..� {• !( fy. s 5 )f, •:\i.•5 4 1'/„,5. rt. R-, N. i i �t, tr ' 1.k)07,k;1;.IfFi: •''''4"•e:.:-N ::-._ ..v 1.. ' -L. L {c^ ` (� • -ram:k ' � i L�..' -�-�(,ly_�:s,yj� Nti1r .I t1 '„�'� Cr ldall ,.j i .0 --r;•• :•. rIl:]l x 1 1 rf ,1 SPIt ?` ftii,/,'I'ir_I;f)11,-...H. 't__ � .{ / �1 St� it r 1 �.., . i", a �` \ I1 yr, ` '1t cfr' •,�C'+9la .__ ..,i ag• IV �',•\' k1 ,, 1 i\` 1, ,�1 W �,, ,) _p'aN",Bank L. ''. \ \ 3` " _ •, '�, f�J�/,lvu%�'. �:' � r L, 1 1t kn1.i11;, ,,,,-yl± - n,; '4b• ��-'' 'ltri'�i.�'rt Lh a 2881, _1 CS y h?, h ry'"; ; \';C1.,, ., a,` a 11' .i� •1 1 S>; 0.* . ta ii` j:' a,.. i .z. rifµ' - c y /IF, i: . ,I"••. , Jt1 1�• 'o,'>,:, 1. '`t`"'-,.,_1N. 4ve t .. .. <..� o-. _. _t� _.,,...-_ — `.7: . .�r ,.s It *.I+ J.�1 P "} �. �1 ---^a_._a__ hh � �! br'{--_-_:::...:-.-_-_-,-,,-,-,,;:-_ _.44,,,\,,i ----L•it ` 2d L, a 11. I� s. f /f— ` �^\` 1 .. ` SYH11�1.:Y_ "� Y•1J'��; • / 1 ))1/11��,.. c fr +��e� t.��i«F`�1 1//'Y 4 .y � �•�' `-_ _js t` :-.4 f.,.- f ,, A !I.f��".. -... .. ��',.'-.ti1 ..1 'i.'.... 1 r �. 4'�, • r "'...iiF��'ttl��,, REFERENCE: 7.5 MINUTE USGS QUADRANGLE ANACORTES NORTH AND SOUTH, WASHINGTON, DATED 1553 AND PHOTOREVISED 15B1 ANACORTES 41!\ . . FIGURE 1-' : SITE VICINITY MAP r MJS NORTH DOCK AREA eJ4! ANACORTES, WASHINGTON _FARALLON CONSULTING 975 5th Avenue Northwaat Isso�uoh, WA 98027 FARALLON PN; 29S-001 WASHIIN_'I Drawn By:DEW Checked Hy;R0 Date:10/29/1. Disk Reference:295001 *, ,,„"tvi,...15m):?..••.Q.j7..-•nil'.....:::%.$:•,....;...:i!'''::::',';''.i: i'i:i ill 41-':.: „,:,..„,.,,,,,:. ., k ' ail { 14 . • �k. .:j. 4 i (I sLl 3 i. • .'> v",'_ .. .,7;..`,, +4. :.::5..° . '4f 1 j[?nil • \kk _"•'':: ;.' fit; .I �, of v zsypp'�� Jr!.... ., • ...o., / ,. .. *ivy .b..i- •.,•:.•-rik47.''--!..3..;11 e'-•.'.:'SM .:l .'�i '(L�'.J*. {}-.x'f i ;s 7,,9 I� !f c •` .: _y�Yr .. LF; ....1:'IA•%L.,;.:14:: ',.-• ....;: ::' .;::%::•1'..,:),V4 N.:4\ `;,,yi.:, !i'.2:'i..;4 r .. •.: • • : . . . .. 3 01—T •g••' ‘ r'' - ..-.7Yi - :''.. -'' :- :%-3.. ': k . .:•":•.,;,.,-6:.'.!:::4-vc...,. ...... :,. : IL ..,... ...:.....;p4., . li.:: i.05 . t,/ i ,, : .. . . .. ... ... . , ... ... .. 14...im... .4. .. .. .- • 11A "''YI y . r • 4 • • . . FIGURE 2 MJB NORTH DOCK'UPLAND AREA PARCELS COVERED UNDER NFA Department of Ecology—Toxic Cleanup Program- HQ Cleanup Section i . ; -7r.. . *in-water parcel areas excluded LA.44 ,jcf, �ls. Ufa iaes�°� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600 V Olympia,WA 98504-7600 °360.407-6000 711 for Washington Relay Service a Persons with a speech disability can cal!877-833-6341 May 21,2015 Jimmy Blais Environmental Manager Gary Merlino Construction Co. Inc. • 9125 10th Avenue South MJB Properties Seattle, WA 98108 Re: No Further Action at the following Action Areas: • • Site Name: MJB Properties North Dock Area--Parcel Numbers: P78000,P58064, P32969,P32970, P3297, P32915, P32929,P32943,P32913,P32916 of the MJB Properties North Dock Area Site—UPLAND PARCEL AREAS • Site Address; R Ave 20th-22tid St, Anacortes, WA 98221 • Facility/Site No.: 2690 Dear Mr, Blais: The Washington State Department of Ecology(Ecology) received your request for an opinion on your independent cleanup of the MJB Properties North Dock Area.Site—UPLAND PARCEL AREAS (UPLANDS) owned by MJB Properties, This letter provides our opinion, We are providing this opinion under the authority of the Model Toxics Control Act(MICA),Chapter 70.10SD ROW. Issue Presented and Opinion Is further remedial action necessary to clean up contamination at the Site? NO. Ecology has determined that no furthei remedial action is necessary to clean up contamination at the Site This opinion is based on an analysis of whether the remedial action meets the substantive require- ments of MTCA, Chapter 70,105D ROW, and its implementing regulations, Chapter 173-340 WAC (collectively"substantive requirements of MTCA"), The analysis is provided below. Car Description of the Site This opinion applies only to the Site described below. The Site is defined by the nature and extent of contamination associated with the following releases: • Cadmium, mercury, cPAHs into the soil. • Cresol into the groundwater. Enclosure A includes a detailed description and diagram of the Site, as currently known to Ecology. Please note a parcel of real property can be affected by multiple sites. At this time, we have no information that the parcel(s) associated with this Site are affected by other sites. Basis for the Opinion This opinion is based on the information contained in the following documents: 1. Geomatrix, Upland Investigation Work Plan—MJB Properties North Dock Area(20th to 22"d Streets), dated May 12, 2010. 2. Farallon Consulting,LLC,Technical Memorandum: Re Property Investigation Work Plan-MJB North Dock Area, dated October 14, 2011. 3. Farallon Consulting, LLC,Property Investigation Summary Report—MJB North Dock Area, dated October 15, 2012, 4. Farallon Consulting, LLC, Closure Report—MJB North Dock Area, dated October 30, 2013, Those documents are kept in the Central Files of the Headquarters Office of Ecology(HQ)for review by appointment only, You can make an appointment by calling the HQ resource contact at(360) 407-7224. This opinion is void if any of the information contained in those documents is materially false or misleading. Analysis of the Cleanup Ecology has concluded that no further remedial action is necessary to clean up contamination at the Uplands as defined in Enclosure A. That conclusion is based on the following analysis: 1. Characterization of the Site Ecology has determined your characterization of the Site is sufficient to establish cleanup standards and select a cleanup action. The Site is described above and in Enclosure A. Mr, Jimmy Blias May 21,2015 Page 3 Ecology has determined your characterization of the Uplands is sufficient to establish cleanup standards and select a cleanup action, The Uplands are described above and in Enclosure A. In 2013,ten test pits using a backhoe were advanced and samples collected under an Ecology approved work plan(Geomatrix 2010,Farallon 2011), Sampling occurred from 1.5 — 11.5 feet below surface. A total of 16 samples were collected and analyzed for the following constituents of potential concern(COPCs): Gasoline, diesel,and oil-range total petroleum hydrocarbons (GRO, DRO, ORO respectively),benzene, ethylbenzene, toluene,xylene, carcinogenic polycyclic aromatic hydrocarbons (cPAHs), volatile organic compounds(VOCs), semivolatile organic compounds(SVOCs),polychlorinated biphenyl aroclors, and total metals (arsenic, lead, cadmium, chromium,copper, mercury, nickel,and zinc). Four samples exceeded the MTCA Method B standards for cPAHs within test pits TP-5 and TP-6. One sample exceeded MTCA Method B standards for cadmium and one exceeded for mercury, also within test pits TP-5 and TP-6. Seven soil samples were collected and analyzed for dioxins and furans. None exceeded the screening levels. Six samples total collected from test pits TP-I, 2, 5, 6, 8, and 10 exceeded the MTCA Method B screening levels for copper. Three samples total collected from test pits TP-8 and 10 exceeded the MTCA Method B screening levels for nickel. Three samples total collected from test pits TP-1, 2, and 5 exceeded the MTCA Method B screening levels for zinc, • Three temporary wells were installed to a depth ranging from 10.5 to 15 feet bgs, Groundwater samples were analyzed for the following COPCs; GRO,DRO, ORO, VOCs, SVOCs, cPAHs, PAHs, and total metals, One sample exceeded MTCA Method B standards for the SVOC, m,p-cresol. This sample was collected in proximity to test pit TP-6. 2. Establishment of cleanup standards Ecology has determined the cleanup levels and points of compliance you established for the Site meet the substantive requirements of MTCA. Cleanup Levels; The land use is designated for the following: parcel P78000 for marine craft transportation; all other parcels for industrial with residence, The selected MTCA Method B standards for used at this site for soil and groundwater are protective of human health and the environment; Soil cadmium—0.13 mg/Kg mercury—2.0 mg/Kg Groundwater m,p-cresol - 8µg/L Mr. Jimmy Blias May 21, 2015 Page 4 3. Selection of cleanup action Ecology has determined the cleanup action you selected for the Site meets the substantive requirements of MTCA. The method selected—excavation of the contaminated soil with transportation off-site and institutional controls/soil management plan meets the minimum requirements for cleanup actions by providing a permanent solution and immediate restoration time frame in the affected areas, 4. Cleanup Ecology has determined the cleanup you performed meets the cleanup standards estab- lished for the Uplands. In 2013, approximately 52.5 cubic yards was excavated from test pits TP-5 and TP-6 in conjunction with confirmation sampling at the furthest extent of the dig locations. Listing of the Site The above listed parcels, at this time, will remain on our Confirmed and Suspected Contaminated Sites List. The in-water parcel areas require further investigation. Limitations of the Opinion 1. Opinion does not settle liability with the state. Liable persons are strictly liable,jointly and severally, for all remedial action costs and for all natural resource damages resulting from the release or releases of hazardous substances at the Site. This opinion does not: • Resolve or alter a person's liability to the state. o Protect liable persons from contribution claims by third parties, To settle liability with the state and obtain protection from contribution claims, a person must enter into a consent decree with Ecology under RCW 70.105D.040(4). 2. Opinion does not constitute a determination of substantial equivalence. To recover remedial action costs from other liable persons under MTCA, one must demonstrate that the action is the substantial equivalent of an Ecology-conducted or Ecology-supervised action. This opinion does not determine whether the action you performed is substantially equivalent, Courts make that determination. See ROW 70.105D.080 and WAC 173-340-545. Mr. Jimmy Blias May 21,2015 Page 5 - 3. State is immune from liability. The state, Ecology, and its officers and employees are immune from all liability,and no cause of action of any nature may arise from any act or omission in providing this opinion. See RCW 70.105D•030(1)(i). If you have any questions about this opinion or the termination of the Agreement,please contact me by phone at(360) 407-7236 or e-mail at sandra.caldwell@ecy.wa.gov. Sincerely, an • Caldwell, Supervisor Land Unit,HQ Toxics Cleanup Program Enclosures: A—Description and Diagrams of the Site cc: Barry Rogowski, Ecology Enclosure A Description and Diagrams of the Site - .. - ... . [1 1cfa:.41S. • {{'' y.:4 Iti f�/ ..,'- io ,.p !1 ,t II , Y, -- ., - '. + YI__'.?�� =-Lill %r. ... L.- `, k, • - - - - - ijl ;- 1( A . 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Y 1 t t- V .--h ''i :.0 11'5 g 1 .4., „ - ... • : . •• • . . ,. ,k __a.,!f,1:L_$/ '.'.9. $ -, • = If' 1 T) A 1, .G 6 13 A Vr • !�1 • I `' " L'"•11 1, SITE LOCATION 34 • 11 ',''.�: .Iti -- 4T,- - k-_:_s l— ' , 1 iii : ,„ 1 i ,St ��il ` . ,h r.Fr.\ ~\ I I l :.I o IIli 5 1 Ramp,%"•T '1! a'a r9 s. a ''f I)2 5 ''c` ?\ [{(To lid' i r —,rl� r'` �r_ rsY _ ' y I I. r;'' Frr ..� {• !( fy. s 5 )f, •:\i.•5 4 1'/„,5. rt. R-, N. i i �t, tr ' 1.k)07,k;1;.IfFi: •''''4"•e:.:-N ::-._ ..v 1.. ' -L. L {c^ ` (� • -ram:k ' � i L�..' -�-�(,ly_�:s,yj� Nti1r .I t1 '„�'� Cr ldall ,.j i .0 --r;•• :•. rIl:]l x 1 1 rf ,1 SPIt ?` ftii,/,'I'ir_I;f)11,-...H. 't__ � .{ / �1 St� it r 1 �.., . i", a �` \ I1 yr, ` '1t cfr' •,�C'+9la .__ ..,i ag• IV �',•\' k1 ,, 1 i\` 1, ,�1 W �,, ,) _p'aN",Bank L. ''. \ \ 3` " _ •, '�, f�J�/,lvu%�'. �:' � r L, 1 1t kn1.i11;, ,,,,-yl± - n,; '4b• ��-'' 'ltri'�i.�'rt Lh a 2881, _1 CS y h?, h ry'"; ; \';C1.,, ., a,` a 11' .i� •1 1 S>; 0.* . ta ii` j:' a,.. i .z. rifµ' - c y /IF, i: . ,I"••. , Jt1 1�• 'o,'>,:, 1. '`t`"'-,.,_1N. 4ve t .. .. <..� o-. _. _t� _.,,...-_ — `.7: . .�r ,.s It *.I+ J.�1 P "} �. �1 ---^a_._a__ hh � �! br'{--_-_:::...:-.-_-_-,-,,-,-,,;:-_ _.44,,,\,,i ----L•it ` 2d L, a 11. I� s. f /f— ` �^\` 1 .. ` SYH11�1.:Y_ "� Y•1J'��; • / 1 ))1/11��,.. c fr +��e� t.��i«F`�1 1//'Y 4 .y � �•�' `-_ _js t` :-.4 f.,.- f ,, A !I.f��".. -... .. ��',.'-.ti1 ..1 'i.'.... 1 r �. 4'�, • r "'...iiF��'ttl��,, REFERENCE: 7.5 MINUTE USGS QUADRANGLE ANACORTES NORTH AND SOUTH, WASHINGTON, DATED 1553 AND PHOTOREVISED 15B1 ANACORTES 41!\ . . FIGURE 1-' : SITE VICINITY MAP r MJS NORTH DOCK AREA eJ4! ANACORTES, WASHINGTON _FARALLON CONSULTING 975 5th Avenue Northwaat Isso�uoh, WA 98027 FARALLON PN; 29S-001 WASHIIN_'I Drawn By:DEW Checked Hy;R0 Date:10/29/1. Disk Reference:295001 *, ,,„"tvi,...15m):?..••.Q.j7..-•nil'.....:::%.$:•,....;...:i!'''::::',';''.i: i'i:i ill 41-':.: „,:,..„,.,,,,,:. ., k ' ail { 14 . • �k. .:j. 4 i (I sLl 3 i. • .'> v",'_ .. .,7;..`,, +4. :.::5..° . '4f 1 j[?nil • \kk _"•'':: ;.' fit; .I �, of v zsypp'�� Jr!.... ., • ...o., / ,. .. *ivy .b..i- •.,•:.•-rik47.''--!..3..;11 e'-•.'.:'SM .:l .'�i '(L�'.J*. {}-.x'f i ;s 7,,9 I� !f c •` .: _y�Yr .. LF; ....1:'IA•%L.,;.:14:: ',.-• ....;: ::' .;::%::•1'..,:),V4 N.:4\ `;,,yi.:, !i'.2:'i..;4 r .. •.: • • : . . . .. 3 01—T •g••' ‘ r'' - ..-.7Yi - :''.. -'' :- :%-3.. ': k . .:•":•.,;,.,-6:.'.!:::4-vc...,. ...... :,. : IL ..,... ...:.....;p4., . li.:: i.05 . t,/ i ,, : .. . . .. ... ... . , ... ... .. 14...im... .4. .. .. .- • 11A "''YI y . r • 4 • • . . FIGURE 2 MJB NORTH DOCK'UPLAND AREA PARCELS COVERED UNDER NFA Department of Ecology—Toxic Cleanup Program- HQ Cleanup Section i . ; -7r.. . *in-water parcel areas excluded 1'T Y a''`< City of Anacortes Permit#: BLD-2011-0310 904 6th Street Issue date: 09/06/2011 P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 03/04/2013 ' 4c0g�' 7 (360) 293-1901 y t-.�-.w.N•v%•" Job Address: 1920 RAVE Permit Type: Grading Permit ANACORTES WA 98221-2377 Project: APN: P32941 Remarks: Grade and fill entrance driveway area with 208 cubic yards of crushed rock. Owner: MJB PROPERTIES Contractor: Address: 9125 10TH AVE S Address: SEATTLE WA 98108-4612 Phone: Phone: License#: General Information: Fees: CUBIC_YARDS 208 Grading Plan Review Fee 37.00 Grade and Fill 72.00 Total Calculated: 109.00 Deposits/Receipts: 0.00 Total Due: 109.00 • • _P -11 ,U h) s I.; L, o C' •6 --J ‘o to c, AR. •i, CI. N THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR if CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 8 '- HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL o PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I LURE OF OWNS R AUTHORIZED AGENT ISSUED BY 1(44 SIGNATURE r'� uo T4 .1\ 4°°,,r .�� 6SS °�' CITY OF ANACORTES i� �i' GRADE AND FILL PERMIT APPLICATION P► Owner Inform tion Site Address: 172U Q ,V� Date: �/2 7/ I Applicant/Owner's Name:A , g-epc.--7114 Mailing Address: WZ.0 /U ' /PC City: l/7e State: V# Zip: 7 P/GS' Phone: .2.c' ` 7G 2- —9/ QS' Legal Description of Proposed Site: n Lot: Block: Addition: Parcel No.: /' 3 Z. 7 IC Contractor Information Contractor's Name: nee-1 i4> a/5'724GliaMailing Address: 9/2-5- 49k ,f S City: K-4/ c. State: VA Zip: q&V� Phone: 2c' '- ?CZ g/ ' Contractors License No.: CA✓l /7CC / 1'1Iv Expiration Date: 2//r AG/l Describe work to bep / performed: ovat e_ GJ.�.f /rd S (25' x p1` 4✓c:�t ?./ _ .2.0g C6tb T a.--FS ,^ O,-Kt✓ /d FCC.. Cj1?o,c ? , /P.20 A Mt Ghl/a+ly Quantities of export&import material(cubic yards) --rvio..-t— 20 S C't`-r avif, . 0 Citpdrr Check List: Yes No Not Applicable Approved Land Use Permit SEPA (over 500 cubic yards) t/ Other Agency Permits (if required) Fees I,hereby certify that I have read and examined this application and the City of Anacortes Grading Standards. Performance of the proposed work shall follow all applicable laws and regulations.The owner/applicant shall assume full and complete responsibility for said work and shall be responsible for the acquisition and compliance of all applicable permits and/or authorizations,which may include,but are not limited to,WSDW Hydraulic Project Approval(HPA),WSDOE Notice of Intent(NOI),any Corp of Engineers Fill Per 'ts,the requirements of the Endangered Species Act,and the Forest Practices Application (FPA).Signed: Date: Q / Z/ ! u pplicant Ap ed: Date: Building Department 7 C:\Documents and Settings\cervantesj\Local Settings\Temporary Internet Files\OLK3F\APPENDDC J GRADING 06IBC(3).doc i 3 ,,,,,, it !•11,.1 „„„„ b IJii la 1 liii ij; f litI SL R AVENUE 1 n iliiiZ i Q .;iTY OF 4NACORTES PERM! I c,EN fEFI 14 o gi APPROVED PLANS 1 •E �u�- Zo � c - o1u ��t�T rya. ,. ,>.�---_... ._ - 9.?° . ? =- 1 ADDRESS _ ._ I SUBJECT i O FIELD INSPECTION. OvERSIGN` ORVIOi_ATIoN OF CODF IS NOT INCLUDEr Q 031 404-1 0001 051161200e OCi2 08 irmit Fees 007695 $1 .544.6 44:E Y o City of Anacortes Permit#: BLD-2008-0257 ; 904 6th Street Issue date: 05/16/2008 . P.O.Box 547 Expire date: 05/16/2009 'Lo; Anacortes, WA 98221-0547 4 �` (360) 293-1901 Job Address: 1920 RAVE Permit Type: Commercial Building Permit ANACORTES WA 98221-2377 Project: APN: P32941 Remarks: Construct temporary offices for boat building facility for a period not to exceed 1 year as identified on the approved site plan. Owner: MJB PROPERTIES Contractor: Address: 9125 10TH AVE S Address: SEATTLE WA 98108-4612 Phone: Phone: License#: General Information: Fees: Building Valuation 123000 Plan Review Deposit 293.38 Sewer Inspection Fee 50.00 Building Permit Fee 903.70 State Building Code Fee 4.50 Plan Review Fee 293.38 Total Calculated: 1,544.96 Deposits/Receipts: 0.00 Total Due: 1,544.96 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 6.SIGNATURE OF OWNER 0 AUTHORIZED AGENT IS D B 8 16' NEW 28' .2ROVNDED E%TENTION SECTION A— A I LOOKING TOWARD THE SHOP R '', i +-000 (1 n^". n.PeuNDEPI 42 , m a oT. O z - +4'--2" LOADING PLATFORM mm 1 - — cc E z ¢ Uz 8 BOO w w / i r ZI r 141 4" THICK iA— __II ..1 & CDNCPEIE PAD 1` v 4_ I. �� I - J iA as 1 • 11— 3s-s�• I - ---- ! T-- -- -----_ r-- - - ----- - - - { I ( lITILTL [1 -- IIT 0 II 6 I c;, — I I, MP-r_TING 2• 6 I r!noM I I' I{ II I I 201h STREET T I II 1 I i I Ei CON(0r'I I PAD I IW 3 7 I — L \I i . L \ II ❑ I —_ 21,< STREET II , II I 5 PLAN OF SITUATION r," 74'-10}i' PLAN VIEW 5 _ _ _ 1� _ - 11 I w n. Isl J I II oT - R--FL 4• THICK }u CC/MR(1E PAD WI a' THICK X PLAN VIEW --- 1= ., -=_-= _rT =;_ _ ' ---� TROUGH THE TENT LOOKING r, 4[0.00 (LEVEL GROUNDED) K 1 11 i g R AVENUE 4 SECTION Z-Z illi1 , Ii 1,' i • I I CONrrr 71 1 PAD 29'-1 TO S 64•-101• TO 1 END PLATFORM I END PLATFORM — PLAN VIEW 1 7 - - - - T � ill L-,- RESTROOMS ,L_._ rAl "rn,____ - t"--- 72 0 • 3 Ll - __ - , - - -E}- I ! I . I 1 - -- - - - - - -- - PLATFORM PLATFORM CHIN try FRONT EDGE FRONT EDGE— — 1C < RESTROOMS HOLE 1N GROUND DETAIL N PLAN VIEW lE . liT \\ tr 2 • ADDR ass (2 P 2 • 11 APPROVED eve _ 5 /G d ._, SUBJECT TO Ft 4SPECTlON. OvERSIGH'T OR V;Ot_AT'O F CODE IS NOT INCLUDED. 33rd AMEi�ICA'S CUB CLASS YACHT PORT AMER CA'S MW ORACLE RACING BMW ORACLE RACING STRUCTURES R&D I ANACORTES M MUELLE DE ADUANA 1920 R AVENUE Gil' ORACLE 46024 VALENCIA ANACORTES, WA 98221 USA (-� /-� PhooneAIN +34 96 367 6586 Phone : +1 360 588-9428 . SECTION C— C Fax +34 96 357 6615 Fox +1 360 588-9267 LOOKING TOWARD THE SEA BMW ORACLE Racing DRAWING DIRECTORY PATH 1 1 DRAWING_DIRECTORY_PATH '' DRAWING NUMBER TITLE 'REV ' " I1V11R1I ' I . i1Ir1,r, ASSEMBLY_TENT_OUTSIDE_SHOP 9 1 II • ____ _ OWN DATE PSPACE SHEET NAME SHEET ,�� DATE CND RAC 05/02/08 I ASSEMBLY TENT 1 OF 1 CON DATE SIZE SCALE 16'-1" e A DATE Al AS_NOTED 1 v I I e I I THIS DOCUMENT AND THE INFORMATION IT CONTAINS ARE PROPERTY OF faith, I .1 { ORACLE—R_aoing AND CONFIDENTIAL. THEY SHALL NOT PE REPRODUCED NOR ' ` ik. ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT.PERMIT CENTER 9CO: P.O. BOX 547, ANRCORTES, WA 98EP1 I (360) 293-1901 -FAX (360) 293-1938 ' IRN MUNCE, DIRECTOR q Cott'r EDWIN FRANK,BUILDING OFFICIAL April 11, 1997 i/ ' Northern Marine, Inc. Attn.: Bud Lemieux 1920 R Avenue Anacortes, WA 98221 Mr. Limieux: As we discussed by phone April 11, 1997, regarding the application of flammable finishes by spraying, specifically spraying of boats within the structure located at 1920 R Avenue cannot be permitted as the building does not meet the requirements for a spray finishing room, spray finishing area or spray finishing booth per Article 45, 1994 UFC. In discussion with Evergreen Fire& Safety, Inc. temporary or portable systems would not appear to be an option at this time. If you have any other proposals for a portable or temporary fire suppression system for spray painting, please let us know and we will be happy to review the proposal for compliance. If you have any questions or if we can be of any assistance, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Building Inspector DM:md cc. Rick Auston AMARC INC. ENGINEERS ARCHITECTS PLANNERS January21, 1997 Don Measamer City of Anacortes P.O. Box 547 Anacortes, Washington 98221 Re: Northern Marine Inc. Column Removal 1920 "R" Ave. Dear Don, Please find two copies of Structural Calculations for Column Removal at Northern Marine Inc.'s 1920 R Ave. facility describing our design of a system to remove one column from the interior of the manufacturing space and accept the loads at adjacent columns with resized structural footings. We are submitting this design for your review along with a request that the City issue when approved a building permit so that we can proceed with construction. The reason for seeking a building permit to remove a column is that our production requirements associated with a larger boat entering production require an expanded clear space. In that the production requirement necessitating this column removal has just now occurred, Northern Marine is placed in the challenging position of having to try to expedite their part of this project. At the same time it is hoped that even with your busy schedule you might be able to help them by scheduling an early review Thanks, Don, for anything you can do to assist us. Sincerely, A Inc. J es A. Schemmer, P.E. c . Northern Marine File 1215 120TH AVENUE N.E.,SUITE 103 FAX: (206) 453-2213 BELLEVUE,WASHINGTON 98005 PH: (260) 453-2212 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD96-0455 P.O. BOX 547 APPLIED: 11/21/96 ANACORTES, WA 98221 ISSUED: 11/21/96 (206) 293-1901 EXPIRES: 11/21/97 SITE ADDRESS: 1920 R AVE ASSESSOR' S PARCEL NO. : 350219-0-008-0008 PROJECT DESCRIPTION: Add to mezzanine along south wall. — OWNER — CONTRACTOR — LENDER NORTHLAND MARINE, INC. 1920 R AVENUE ANACORTES WA 98221 293-1960 TYPE OF WORK 'ADD AREA (sf) VALU. . . $: 5000 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft i :2 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :? : ? :? :? OTHER • 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 7 : 7 :2 : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 72. 00 MD 11/21/96 6193 STBC $ 4.50 MD 11/21/96 6193 PLCK $ 46.80 MD 11/21/96 6193 i TOTAL $ 123.30 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit Issued by Ap 'cant o 0 n ' s Signature 24 Hour Notice Reg ired For All Inspections bldyrmt, Rev: 06/11/92 1 AMARCINC. ENGINEERS ARCHITECTS PLANNERS February 18, 1997 Don Measamer City of Anacortes P.O. Box 547 Anacortes, Washington 98221 Re: Northern Marine Column Removal Dear Don, Please see two sets of Structural Calculations for Column Removal at Northern Marine Inc. showing revised dates of 1-24-97 and 2-14-97. The reason for a revision is that at the last moment the owner decided that the next column to the north would be the better one to remove, and so we redid the work to so reflect. The loads are the same, the beam to accept those loads actually could have been slightly lighter than the one we are installing insofar as we have shortened the span several feet, and the manner in how we transfer the loads to the foundations makes for easier installation, and while requiring two additional columns, actually makes for a less costly installation. You will also note, that by moving the column to be removed north one bay, that we no longer have to worry about blocking the large door on the east, and as a result the solution shown in the revisions is the best. This is the support for the discussions we had in your office on the 6`h Also, the welds on the 245# beam have passed the inspection made by Cascade Labs, and we will have written documentation for you in a day or so. Additionally, the present plan is to lift the 245 # beam tomorrow. Sincerely, A Inc. J mes A. Schemmer 1215 120TH AVENUE N.E.,SUITE 103 FAX: (206) 453-2213 BELLEVUE,WASHINGTON 98005 PH: (206) 453-2212 • 0frICQ ON coon a - as-R) STRUCTURAL CALCULATIONS FOR COLUMN REMOVAL AT NORTHERN MARINE INC. 9 S* .0 c, .-u•2o.\- Wept%n w\U\ R�@.etv�-ti0. I� 1920 R Ave. P- v c9 9 v-rV v — _* �Anacortes, Washington UU $"� -OJ- - ' hSe th v- o l ,S January 20, 1997 grrili t/Z4/97 A{tSr P 2/I4 017 - rav v P 2/21 `17 Ls AMARC Inc. 1215 120th Avenue NE Suite 103 Bellevue, WA 98005 PH: (206) 453-2212 r 40. , iiii lr 274 t „ ,\PoNAL +' N::,.;;i�,i.•. r�s• i,.r,^ .....P-x,...�..yc..p.�y xaa+. . ... - ....e..•w.,.x -..,,?:>? . ... - Y'N'xrep?^+.aa^!^N!r,%Y.�^1 ... i LI f - zN(ffO7AL n-/'‘kI I NL-) NIC*1:i{-I t?ril NA Mai N - 2.-1-7- 7 qt.-04-z AMARC INC. ENGINEERS ARCHITECTS PLANNERS Ayr NI: To N'-( CAL/4iJ,y\J 4 ♦4 1215 120th Ave.NE,Suite 103 PH (206)453-2212 (f t I5Nt g Bellevue,Washington 98005 Fax(206)453-2213 1208 San Juan Blvd,Anacortes.Wa.98221 PH (360)293-1960 Fax 13601293-40511 Ilmtwi(Wmsn.com <C P_ fIJxC e LP-o- ' -AC__{1'jrl ? LR- T rl i L _�, I_�\ i,1----__________ 4.—<T*2 TS 4 x Z x4 VFlzw-1 - - - - - - - Cy- 0336, EciegNID I ,, , it 4 - e 4 -c I l t ,, ALTF ITT 1 7 a c t>`I. �l DN. AT T& No e',,, ___ r�� u l v it (via, `i-a 1,4 g 5Ti 1 r FE) G 4-f 7,25 (7YP) Ties; I � i I I 1 f ALtP�l.fc-f 8M Cc)d(t Tio0 1aT - ter! \ 1Ja G -1`F___ i `- PAGE : PROJECT: • SUBJECT: BY : DATE : STEEL BEAM DESIGN No Axial Load DESCRIPTION :w21x62 ALLOWABLE STRESSES > Fy - Yield = 36 ksi > UNBRACED LENGTH = 7 ft > Duration Factor = 1 . 00 > Bm Wt Moment? Y=1 N=0 : 1 > SIMPLE BEAM ANALYSIS Shall Live Load Be Skip-Loaded ? Y = 1, N = 0 : -> 0 <- FIXITY CONDITION @ LEFT SUPPORT : Pinned = 1, Fixed = 2 -> 1 <- CENTER SPAN = 38 ft RIGHT CANTILEVER SPAN = 6 . 33 ft CENTER SPAN LOADINGS : Uniform Loads : #1 : Dead Load = 0 . 25 k/ft X-Left = 0 ft Live Load = 1 . 25 k/ft X-Right = 38 ft #2 : Dead Load = 0 k/ft X-Left = 0 ft Live Load = 0 k/ft X-Right = 0 ft CANTILEVER SPAN LOADINGS : Uniform Loads : #1 : Dead Load = 0 . 75 k/ft X-Left = 0 ft Live Load = 1 . 25 k/ft X-Right = 6 . 33 ft Point Loads : #1 : D.L. = 11 . 25 k L.L. = 18 . 75 k X-Dist . = 6 . 33 ft #2 : D.L. = 0 k L.L. = 0 k X-Dist . = 0 ft STEEL SECTION SELECTED ---> W21X62 • - SUMMARY OF STRESSES Max. Moment @ Left = 0 ft-k i= Max. Center Moment= -231 . 2 ft-k Max. Moment @ Right= -231 . 2 ft-k MAXIMUM MOMENT = 231 . 2 ft-k S-xx : Required = 115 . 6 inA3 Allowable Moment = 254 . 0 ft-k S-xx : Supplied = 127 . 0 inA3 - f-b : Actual = 21 . 85 ksi f-v : Actual = 5 . 13 ksi F-b : Allowable = 24 . 00 ksi F-v : Allowable = 14 .40 ksi of Max. Stress = 91 . 0 a o of Max. Stress = 35 . 6 % t • PAGE : PROJECT: SUBJECT: BY : DATE : ROLLED SECTION DATA : --> DEPTH CLASS : in (Optional) SELECTED STEEL SECTION - - -> W21X62 I : x-x = 1, 333 in' 4 Section Area = 18 . 3 inA2 S : x-x = 127 . 0 inA3 Section Weight = 62 . 0 #/ft r : x-x = 8 . 53 in Overall Depth = 20 . 99 in I : y-y = 57 . 3 in' 4 Web Thickness = 0 . 40 in S : y-y = 13 . 9 inA3 Flange Width = 8 . 24 in r : y-y = 1 . 77 in Flange Thickness = 0 . 615 in d / tw = 52 . 48 bf / 2tf = 6 . 70 r-T = 2 . 13 in Web Area = d * tw = 8 .4 inA2 LATERAL BUCKLING CRITERIA A. I . S . C. : 1 . 5 . 1 .4 . 1 . 5 Cb = 1 . 00 Lb : Unbraced Length = 7 . 0 ft Lb / rT = 39 . 49 Bo = 102 , 000*Cb/FyA . 5 = 53 . 23 Lc= Min (Lc1,Lc2) = 8 . 70 ft Lc1= 76 * bf / FyA . S = 8 . 70 ft Lu= Max (Lc1, Lc2 , Lu1) = 11 . 18 ft Lc2=20 , 000*Af/ (d*Fy) = 11 . 18 ft Lul= Bo * rt (CbA . 5) = 9 . 43 ft t Fb-1 = Fy * [ 2/3 * Fy * (Lb/rT) A2 / (1, 530 , 000 * Cb) ] = 22 . 68 ksi Fb-2 = 170 , 000 * Cb / [ ( Lb/rT ) A2 ] . = 24 . 00 ksi s Fb-3 = 12 , 000 * Cb / [ Lb * (d/Af) ) ] <_ . 6 Fy = 21 . 60 ksi CASE 1 Where Lb <= Min (Lc1,Lc2 ) ---> Fb = . 66 * Fy = 24 . 00 ksi CASE 2 : Where Lc < Lb <= Lu -and- Lb/rT <= Bo ---> Fb = . 60 * Fy = 0 . 00 ksi CASE 3 : Where Bo <_ (Lb/r-T) < Bo * 2 . 236 I ---> Fb = Max (Fb-1, Fb-3) <= . 6Fy = 0 . 00 ksi pr CASE 4 : Where Lb/r-T > Bo * 2 . 236 F ---> Fb = Max (Fb-2 , Fb-3) <= . 6Fy = 0 . 00 ksi MAXIMUM REACTIONS ( Skip Loading Considered If Specified ) 7 Dead @ Left = 3 . 63 k Dead @ Right = 24 . 62 k Live @ Left = 19 . 97 Live @ Right = -54 . 19 23 . 59 k 78 . 81 k DEFLECTIONS Center Span X-Distance For Deflection = 19 ft CENTER SPAN : @ 'X' CANTILEVER SPAN : @ End Dead Load = 0 . 023 in Dead Load = 0 . 200 in r Live Load = 0 . 947 in Live Load = -0 . 217 in Total = 0 . 969 in Total = -0 . 017 in T; tT AMARC INC. ENGINEERS ARCHITECTS PLANNERS November 4, 1996 Don Measamer City of Anacortes P.O. Box 547 Anacortes, Washington 98221 Re: Building Modifications Northern Marine Inc. 1920 R Ave. & 702 28`h Mezzanine Addition 1 Dear Don, Please find enclosed two copies of structural calculations for the building an addition to the existing mezzanine along the south wall at 1920 R Ave. Please note that the calculations and the details will allow for needed expansion within the existing space and it is Northern's wish that this work proceed at the earliest possible date. It need be noted that our submittal as relates to your previous corrections report is planned to be on your desk this week, and as you already know, many of the elements in your report have already been addressed. Please review this submittal and advise as to any permit fee's, special requirements, or other pertinent items. Thank you for your consideration. Sincerely, MA-C Inc. HEUtIVtO Nova 41996 CUILUIIVta utr I. es A. Schemmer, P.E. c: Northern Marine file l 1 ,114 i H AVENUE t5E, SUITE 4GJ' /03 FAX: (206) 453-2213 F BELLEVUE, WASHINGTON 98005 PH: (206) 453-2212 • - - DESIGN ANALYSIS conrulED BY DATE SNEET or Enr CEED BY DATE JOG NO 14_,-0 1 AMARC INC. ENGINEERS IUICIIRECIS PIANNENS L� TIO.IEDI 511111Cr] STRUCTURAL CALCULATIONS FOR NORTHERN MARINE SOUTHWEST MEZZANINE EXPANSION ANACORTES, WASHINGTON PREPARED BY AMARC INC. 1215 120th AVE. NE SUITE 103 %BELLEVUE, WA 98005 •NOV 041996 "w �� BUILUINuute A. vf,/;;I� �1� J f �r �' met ��snaor •�roNAL sxnns' 4/16/ 1-7 , DESIGN ANALYSIS . COMPU To By nnrc VRLS FICA'istier suecT OF (O WWED BY PATE .lOB em.It,-oi i I AMARC INC. ENGINEERS ANCI VTECIS PLANNERS PBBJCcr A./e.,CA n-✓ee'n/ /14,2//lle SUBJECT / i7U rt.,Ic .7/I,J)Wa tip, `ems s6 s �.,L.FIz� 77L. , /., r+ G L ' to 1/.s,.r 6/)3 Cicn7ire-.feAT'i ev- eo S x -i VZ - / 3 / v's/, /j,< 2400f,;. {t, - /31 ?, Y i// g : /,-$ z6 3 P-gekh r- /S 3j2/n5 Y IZ c 76)/ Z4coo C T17 ��G L( 403 l, r 24" 4v = g‘Jo 3 n6 = ZZL I ! {� x 1 q3 = 1.113-Z- V * 2 A-F-VY' o e-ilrvCrs_ Acrv$C S('A,UL 31 et per✓r.L Lo Antw, LFt-77IP73 —II- fQc rtiW 4? . _ Sr l'/8, ,- 3' )4 1 7 2 3 s_ ,I ATL C I. / C 6 FIL;f34-r /. $.Ebx lab8o / `- A VI-° 4211 n li, V e Zo 417 '1�� = 146 5L z i cicre,' oI _—CL,/,, P __ (ih7 _ _ SSk '5r33/i = GSZ /FI 4-- Co s Z v '/i FI% = 78 rSt-Zt I k z yy c 39 Z. w3 / " J/t5 7 °1L 0 I Vt I0,1o (0 1 V t 106 .1fSv L1 <,(,-fi a . 4103€ 13,55('^,.- IA) = 510 4 ✓Vl /I : , 4 1 b I `703 S g x /O,5— 7 6 /4-g0 p,r L cI p _ DESIGN ANALYSIS rnnru¢n nv "Air M�j � SHEET ar CHECKED BY DATE Ott JOB No. 9t0_OTA 1 AMARC INC. ENGINEERS ARCHITECTS PLANNERS rpn,lccT sun.,rrI T1-x 6,r3 Lf e.S\ c r.� Ri P,S 15 ,5E/Z = CaCo2 �1 H '1 w.7 woo NAt LP_p P4 Lcox4x /y win itikA i2 I -)?� (i) I50LTS Q. 2-0 0 ,L . -c\r) G 1 i eV ay .NSP lid -?<4— '6L (3tme b_ 72.72 Le: 44- aike- 0p 1 �Z c3��r --� 16 5-D > 132� I II TJ! 12/35C Joist Load Tables/Floor (l00%) Performance Plus®Web Material • Simple Span • Parallel TJI®Joists Allowable Uniform Load (PLF) Nailed Floor Depth_ 11%, 14 16 19 20 22 24 26 28 30 Depth LL TL LL TL LL TL IL TL LL TL LL TL LL ' TL LL TL LL TL LL TL j " Span COM COM COM COM COM COM COM COM COM COM _ Span 10 325 336 348 389 402 412 423 421 421 421 10 11 295 306 316 354 365 375 384 382 382 382 11 12 236 271 280 290 324 335 344 352 350 350 350 12 13 192 250 259 268 299 309 317 325 324 324 324 13 14 158 232 224 240 249 278 287 295 302 300 300 300 14 15 131 _EN— 187 224 232 259 268 275 282 260 280 280 15 16 —--110 I.•180 157__-210- _209 217 243 ---- 251 258 264 --_--- 263 263 263 16 17 88 1' 160 126 195 167 205 214 229 236 243 249 247 247 247 17 18 71 142 _ _102 (i747 136 193_ 174 216 218 223 229 235 234 234 234 18 19 58 124 83 1' 156', 111 183 143 203 179 211 217 —_-- 223 221 221 221 19 20 47 107 68 1 141' . 92 165' 118 7183 _ 148 201 182 206 211 210 210 210 20 21 41 93 59 1 128 i 80 150 104 ' 166 130 188 160 196 192 201 200 200 200 21 22 36 82 52 117 70 137 91 151, 115 1171 141 187 170 192---_- ---191 - - 191 191 22 23 32 72 46 105 62 125 81 I 139 102 156 125 174 151 184 179 183 183 183 23 24 41 93 55 115 72 ' 127 91 ' 144 f112.111W1 135 189 160 175 175 175 24 _. .. 25 37 83 49 106 64 ; 117 81 ,. 132 100 1147 ( 121 156 143 169 168 168 25 26 32 74 44 98 58 108 73 i 122 89 t136 109 ' 144 129 157 152 162 162 26 27 40 90 52 101 65 113 80 ,126 (1. 133 116 r 145 137 156 _156 27 28 35 81 47 93 59 i 106 73 1'117;p 88 124 106 135 124 146 145 150 28 29 32 74 42 ' 87, 53 (I, 98 66 1;109 1 80 j. 116 96 126 113 0 136 131 145 29 30 38 81 49 t 92 60 j'102,i 73 100 87 '110 _ 103i 127 _720 137 30 31 35 76 44 , 86 55 ; 96 r) 67 , 101 80 110 94 1• 119 110 ' 1281 31 li 32 32 72 40 'j tit 50 ir. 90 4 61 i' 95 73 ` 103 86 r* 112 101 1',120 , 32 34 37 r 76 462 52 84 62 ?92 73 1 99 85 106 34 [+ 84 � 56 y 89 67 97 79 �' 105 92 �`. 34 34 72 42 �r BO 52 84 62 ( 92 73 F 99 BS � ;106: 34 35 39 75 I 47 79 56 86 67 93 79 ,1891 35 36 I ge 'f 36 Glue-Nailed Floor Depth 1 1 TB 14 16 18 20 22 24 26 28 30 Depth LL TL LL TL LL TL LL TL LL TL LL TL LL TL LL TL LL TL LL TL Span COM COM COM COM COM COM COM COM COM COM Span 10 325 336 348 389 402 412 423 421 421 421 10 11 295 306 316 354 365 375 384 382 382 382 11 _ 12 252 271 280 290 324 335 344 352 350 350 350 12 13 206 250 259 268 299 --- 309 317 325 ---- --- 324 324 324 13 14 170 232 238 240 249 278 287 295 302 300 300 300 14 15__ 141 ( 205 199 224 232 259 268 275 282 280 _ _ 280 280 15 16 119 1130 167 210 ---- 217 243 251 258 264 263 263 _-- 263 16 17 94 ' 160 134 195 178 205 227 229 236 243 249 247 247 247 17 18 76 142 109 ' 1741; 144 193 185 216 223 229 235 234 234 234 18 2__- —__ ... ... 19 62 124 89 1 156; 118 183 152 203 189 11 217 223 221 221 221 19 20 51 107 73 1 141! 98 165 125 183 157 201 191 206 211 210 210 210 20 21 44 93 64 ! 128': 85 150 110 166 138 188 _169 196 201 200 200 200 21 22 _ 39 82 56 117 75 137 97 151 122 171 149 187 179 192 191 191 191 22-- i 23 34 72 50 105 67 125 86 139 108 156 133 174 159 184 183 183 183 23 24 44 93 59 115 76 127 , 96 ; 144 118 ''166`' 142 169 169 175 175 175 24 25 - 39 83 - 53 106 68 117 86 132 106 1.147 I 127 156 151 --_168 - ---168 168 25 26 35 74 47 98 61 ( 108 77 122 95 II 136 It 115 144 136 157 160 162 162 26 27 43 90 55 I 101 70 I 113 85 `26 1, 103 133 123 1 lilt- 145 156 156 27 —1 28 38 81 50 1 93 62 106 77 ,'117.; 94 124 112 j .135 131 146 150 28 29 35 74 45 87 57 98 70 'i109', 85 116 101 , 126 119 7 136 139 145 29 30 41 81 52 92 64 ' 102 77 108 92 118 109 ' 127 126 137 30 ! 71 101 : 10 99 31 37 76 47 86 58 1, 96 71 101 84 110 99 119 115 I 128 31 32 34 72 43 i 81 53 90 65 95 77 , 103 91 112 106 1 120 32 33 40 (' 76' 49 it 84 r 59 39 71 1 97 83 ! 105 97 I 113 33 : 1 99 89 106 34 34 36 •" 72 45 t' 80 1, 55 84 65 92 77 35 41 H 75 II'' 50 79 60 86 71 i, 93 83 I 100 35 36 46 75 55 82 65 '' 88 76 ! 95 • 36 1. Values shown are maximum allowable load capacities of the joists in pounds per lineal fool (PLF)based on simple span,uniformly loaded conditions with web stiffener and bearing length criteria shown on page 3 2(lower or higher load capacities may be possible with different criteria, use the TJ-Spec'"'soltwale program or contact your Trus Joist MacMillan l epresentative) 2 Values in gi ay shaded areas may be increased 4%for repetitive member usage it the criteria on page 9 2 are met. 3 Camber(2250'radius)is available for simple span applications only Contact your Trus Joist MacMillan representative for availability. I 4. For loading conditions not covered by these tables(eg •concentrated loads),use the TJ-Spec'"'software program or contact your Trus Joist MacMillan representative for assistance. 7.2 REV.7/96 W q I it (5 - 7 IS -4 (+) X O ,- 2-11/412 t_aPeiSsrz 1‘.____;3 n I� 0STAIRWAY OPEN NG , O I 140w, I.'P2ovloe_ stMPt_oa 'rn t II Z% t h•l N olsT µ vs, �TYP) 0 r I177/sI:3 t 35 G °GCo X, o� --4vrsL... II II IL C (o"oS, . Au- v Pfoe--ne7 1- — — I n�8 T, 1 jG�� (o IO,G X-r--:67 S 4 12"6 c- FirtL9 r x �t`° vi d 1 I N �) 3. - v l n� 47tt1�� I � N GowMN\ Gfk{'S t2g- " x j N _ 9 EQJPnI_ p,, Z r ( M 9 �' Pa L lalce�t� P�.TS t,, I7/SuT, 1 eS G is Jr I r ni LaT-1 S 1 t3 �I2K.L1" n r •i GoN TA<LT Got Tt. "'N @ 29" o,�, v��!• y v "II) ME- T'2 A�Tw LuMf l --2 . m !-m I V rI II II1 \ II �, YQ SOUTH NEZ A \ INE EXPANIO \ II ii PARTIAL PLAN gX15T rit ; 1NE_ I1I I�` 0 SCALE: 1/8"=1 '—0" ' DESIGN ANALYSIS ilia r Mlrurco m IAlr 'SHEET OF TCCY,en nY INIr Jnc no. AMARC INC. ENCINEENS ACCIINECTS PLANNERS .Illl.lrr I I 0 3/414e(1 rr/1DE- tMoop I2i1 W/��\ 3/41((� 111u 1 k fe & x 1/4u x I ' +Iu(ica w/(2) /2 "dp 1"N�t tsvl.-TS II \ � i all-\ �-I � , Li tw. \\ n 1 1 l/z u "C6 xl2 xQ- io I i II 12 II-A- i / Ne7 xn.La p DESIGN ANALYSIS �.onru L9 I1�/J�4 sn¢r OF A CHr CI Eo BY I, ir IDL R0. 96,-04 1 AMARC INC. ENGINEENS MCIIRECTS PVANNENS rn"rC* PJp o-rf rte-t ) ,t1Azt t a11IIJCrr - ,) I 92 c7J 1 Ft)Lt__ p-14 4 _i n G, Acr „coIST FNr 6 x rSAiL - �orJT, w/ L4x4x74 w/ 2 0 H i t_T i I W I P oc_rz _ Zd-"n c, b Co .0c- 'WALL conrulio BY n❑ETSIGNnTE ANALYSIS SHEET OF CIICCNEO BY ATE JOB NO AMARC INC. ENGINEENS ANCI RTECIS PVWNENS rrsod ECT SUB IFCT Z1, I2 LE-Cz-,s2z II I �� 1 I I < �. 1 N jr FAX(S-T'. 3 Mb CALE_ BUILDING PERMIT II CITY OF ANACORTES PERMIT NO. : BLD97-0022 II P.O. BOX 547 APPLIED: 01/21/97 ANACORTES, WA 98221 ISSUED: 01/24/97 (206) 293-1901 EXPIRES: 01/24/98 SITE ADDRESS: 1920 R AVE ASSESSOR'S PARCEL NO. : 1920 PROJECT DESCRIPTION: Remove one interior column and install beam to span area. — OWNER — CONTRACTOR — LENDER NORTHERN MARINE, INC. 1920 R AVENUE ANACORTES WA 98221 299-8400 TYPE OF WORK *REP AREA (sf) VALU. . .$: 10000 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •999 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR 0 SIDE • 0 ft :7 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :? :7 :7 : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :? :? :? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 117. 00 MD 01/24/97 6414 STBC $ 4.50 MD 01/24/97 6414 TOTAL $ 121.50 agree hereby acknowledge that I have read this permit and state t above information is correct, and g ree to comply� y with all ordinances and laws regulating activities covered by thi rmit. MCA tug J1ea a-d--) Issued by Ap an 0 ' s Signature 24 Hour Notice Req ired For All Inspections bldprmt, Rev: 06/11/92 t9Za r4-vc.� I Auston, Rick From: Curtis, Richard To: Maxwell, Dean Cc: Auston, Rick Subject: Several Items Date: Thursday, April 17, 1997 4:29PM I'm sorry I wasn't able to talk with you personally about this issue. I met with Rick and Don late afternoon on Thursday. They reviewed with me the history on Northern Marine and the present request to spray paint the one boat inside a non-sprinklered building. Don and Rick have done quite a bit of research into what alternatives there are available and what other cities who have marine fabrication facilities do. They contacted the International Conference of Building Officials (I.C.B.O.) in California and Bellingham, visited boat building facilities in Arlington, and spoke with Lynn Howard from Seattle Fire Department. The information coming back from these folks is that any flow coating and spray type operations, even the large manufactures, are required to conduct these operations in a sprinklered building. Lynn stated that there is no known spray operation in an un-sprinklered building in Seattle. I.C.B.O. stated that they would never allow these high risk operations in un-sprinklered buildings. In addition, the boat manufactures are required to provide systems that exhaust the fumes, and provide intrinsically safe electrical systems within the vicinity of the spray operation. Pladipus Marine is the painting contractor who submitted an alternative. It essentially is a plastic drape around the boat containing the fumes. A cart carrying extinguishing agent is then plumbed through the plastic to protect the employees in case of fire. The system is activated manually, not automatically. Both Rick and Don reviewed the proposal and asked if other jurisdictions were accepting this as an approved alternative. The answer was yes; however, they were not willing to give out the names of the companies or cities where this alternative is being used. We discussed the alternatives for Northern Marine. The only alternative we could come up with for this one time spray operation is outlined below. Using this alternative is clearly outside the minimum requirements of the code and places the city in a vulnerable position for litigation if something were to happen. 1. Provide a fire suppression team from the F.D. instead of the sprinkler system. (Have the company hire three off duty firefighters at an overtime rate of 17.00 to 22.00 dollars an hour to staff a fire engine for the period they would spray the boat.) 2. Utilize the alternative they had offered to protect the painters. 3. Require that they draft a letter to their insurance company. 4. Have Steve draft a "Waiver Form", relegating responsibility on the city. 5. Suspend other hazardous operations within the building during the spray operation. This is in keeping with how we approached Dakota Creek. Why we wanted to require the fire suppression team is because they are working in an un-sprinklered building, unlike Dakota Creek. I will be off for Vacation Friday. I will be around the area and have instructed Rick to contact me about any issue. Apparently they may want to spray this boat this weekend. If the alternative is acceptable to you and Northern Marine, Rick will coordinate the team. I will check in at work tomorrow as well. I_)hiE�;tl°JE APR 1 8 1997 BUILDING DEPT. Page 1 AMARC INC. ENGINEERS ARCHITECTS PLANNERS March 14, 1997 Don Measamer City of Anacortes P.O. Box 547 Anacortes, Washington 98221 Re: Northern Marine—Onsite Inspections 03-12-97 Corrections Report 08-14-96 Permit No. BLDG96-0246 New Mezzanine Construction Permit No. BLD96-0455 Column Removal -- Permit No. BLDG97-0022 Dear Don, Thank you for conducting an on site inspection Wednesday regarding the above three items. Regarding the inspection, please find the following items that you will want in your files: As regards the new W036-245 beam used in the Column Removal project Permit#BLDG97-0022: 1. Certified Mill Test Report on the beam. 2. WABO Certified Welder Card for welder Frederick R. Landahl. 3. Cascade Test Report of main beam splice Ultra Sound inspection showing approval signature of Tom Horn, NDT Specialist. In addition, I inspected the footing construction, the re-bar steel placement, and the concrete pours, and hereby represent that they were completed in conformance to plans and specifications. As regards the Correction Report of 08-14-96, Permit No BLDG96-0246, please find an electrical L&I inspection report showing passed as of 02- 07-97. This inspection covered the original shortcomings covered in the Correction Report, along with the additional construction resulting from the New Mezzanine Permit#BLDG96-0455. 1215 120TH AVENUE N E.,SUITE 103 FAX: (206) 453-2213 BELLEVUE,WASHINGTON 98005 PH: (206) 453-2212 As regards the New Mezzanine Construction Permit#BLDG96-0455, please see the above L&I Report which includes this new work. Regarding your Notes 1 & 2 in the report you made Wednesday: 1. Northern Marine will resolve this by adding selective dust collection equipment at once. 2. Northern Marine will resolve the handrail immediately, and whereas I have not looked today, I think it has been completed as I type this. 3. AMARC will address this and I will be back to you next week as to a proposed resolution of the untreated wood against concrete issue. Sincerely, AMAR' Inc. / / a es A. Schemmer, P.E. •c: Northern Marine NUCOR-YAMATO STEEL CO. DATE All beams produced by Nucor-Yamato Steel are cast CERTIFIED MILL TEST REPORTg 2-- P.O.BOX 1228 • BLYTHEVILLE,AR 72316 f!/0 9/9 9 and rolled to a fully killed and fine grain practice. 100%MELTED AND MANUFACTURED IN U.S.A. P GRADE: ASTP A36-93A ASNE SA-3E. H LAN2E n . STE' L INVOICED CUSTOMER NO. E GRADE: ASTM A70S-93A G(236 I UP TAALK ^716- ZONE 2 c P 6924 N. CPAWFORO 7C7E75 1 17 4 F LAMPROSSTEEL r °CRTL!1:u^, LP 9r _f:i3-uocn c INVOICE N 0 7 OUStUMER 0 LA.t1PY.ri[i STE°L BILL OF LADING CUSTOMER P.O I P d. N L 0 DATE D 824 r'!. CPAWFORn 1 'i7S°.: 6c57 i'rRTL1i'• N97203-Cron S T * JP 0 MECHANICAL PROPERTIES . CHEMICAL PROPERTIES ITEM "0., ,ItW" " CHARPY IMPACT I I YIELD TENSILE It STRENGTH STRENGTH ELONG ITEM DESCRIPTION OTY HEAT TEMP IMPACT ENERGY ENGLISH PSI PSI % •F Fr•Las C Mn P S Si Cu Ni Cr Mo V Nb CE METRIC MPa MPe % •C .JOULES I ' 7 r n l C '1 1' 1f r ' 02 .r a3 m •21 ( 1 W036 -150.0 6,165 Sinai 66000 .nL .5u.01 . .1 .1 _ . 1 gr ram;i-,. "''.. r. r itt n: . 9 t 'f..��S'-,°s•W 1�-"-'t %tFTAi +'!+ 2 W036 -150.0 1 6'5167 49000 64CnU 2n .06 .56.011 .r'1 .13 . rr:_ . 1 .. ..n., .n2 .^1.0n , _7( ...,•.Y• .ttiiik�.v., 'ri 4.,'w= . rY ,; 'lairs/ O U .4. • e:N '8 T ,v n r, .3y,�Y woi, ..',y :�. - ``;f:, 4.,,,r .�e�1MM W';s^,z,,•, .,;(4.,, SrF B py`silte r. %�l2in ism If.t'.v;' i lid' r T ,, i�lt,.= �. 4,� :. � 4°i'nFs�n �tt�1��. � :�- ��'.'� ,ue'�" + '0 . 3 W036 150.0 2 6`17C 54000 67000 30 06 .FC.011 .r'2 . 14 .345 •n'; .r7 .C2 .r' 1 .007 . 15 • n C0 MC 9 t Y j' r a,I.iJ 'y,`�-ar .r�'' {� !; 9�y ,� r��,r�ri� '}.y" :4;4 .1kt. :t. • ...ad t:.[44 r v ,-i, ' r I 3 ; ' ?c'' 2i 'i° , d 6'VtlR g.11 FP'� K • 4 W036 -245.0 1 64982 45000 61000 3? .06 -57.011 002 .70 ..11 . 12 . CS .C3 .r' 1 .0n- .12 '`Uk'."i v,VieTeye ` t't 1',„t ,‘,. - .„a r a 2n1 1,/ f 1 r P n x ;V # ', r :?.1f i+M�.Y'F.k, i. p .j,.t ai % . it,;?, 1IM V$5• ' q r i <ft t'75. q)yi i. r.isA *iti lee,' � I:,.•:"i . - - 5 W036 -245.0 1 04990 44000 62000 32 .07 .57.011 .n2 .18 .30 ..10 .OE .02 .01.007 .2; I Itr a Cn::l° y�y`�>'s,t{r1y{'�'i5,i f`." �,� ti • f1 -:. J� ILlYf:0,�. 'yf�:• r', 1',�! tf 'f h..h: " .1 +_. t'E„! Sd,Stimamr lh, y 't t h G'1: • 'S?�� ,[�. . A ,r h� !� '?i': a s 1 .,I,I 5 .e. (;. r'v.,f u".'T6r_, i of gW,•;,i''.. . . -''j^.: i'n ' ;',v.:ii. i n:i;117i rei ;h i• r:int• tre 5'iirsi'f'.owliS:icti t .Ce',•;., e!' 'v1ii i ,Ji\•* '1,'t C•, epF1`,7�,L, ti:r r� AI e i• .KHv 'ri:; f" t Y1 i c, !rye 'fa�i A.`rtait' t ,`h.i'ri;v., ' 1:'',.; .:“.1 v�• ,'., , . . ;5,ik .' �"3.'I*J' , W4 ( "'f°' .'Ea y Tt f�lM ','K�i'r."i{1 :; .. .a: � ,,��.�•J'�Yl'f ✓ t:L :viYll iNM;I: :rt Y ;! 1.d, rA.i'` � . e lIf4n�P..... :ir., )i: .�•nqr. .'' veS ^D 1•p v nq,"wp. ''. 1 ,Ifvf 1i,+, !'1 � • ^�':' :i Y,y rh''"R°r t yhlr'� �,'�:{.e raw.,ii,"P" 1 , �'l Awn: i p.r.'"t;, da"' e � �i 't i tir 6'• III 4 7`1.` -% .. ,• - ELONGATION BASED ON 8.00 INCH GAUGE LENGTH CARBON EQUIVALENT(CE)=C + Mn/6+ (Cr+ Mo+ V)/5+ (Ni + Cu)/15 ,. 'v that the contents of this report are STATE OF ARKANSAS COUNTY OF MISSISSIPPI t. All test results and operations SWORN TO AND SUBSCRIBED BEFORE ME THIS r: manufacturer are in compliance Day of 4: material specifications, and QUALITY ASSURANCE nor moot tho onniirNdn Gy2 - iro (--, 619 WO NUCOR-YAMATO STEEL CO. DATE All beams produced by Nucor-Yamato Steel are cast CERTIFIED MILL TEST REPORT and rolled to a fully killed and fine grain practice. P.O.BOX 1226 • BLYTHEVILLE,AR 72316 A/09/95 . . t00%MELTED AND MANUFACTURED IN U.S.A. P GRADE: AST?. A36-93A ASYE SA-?6 H LAMPKni, STE5L INVOICE CUSTOMER NO. E GRADE: ASTM A70S-93A GR36 I UP T:(ALK t:716- .0tYE 2 C P 6`24 ^. CRAWF PRO 1 i.:7 F..25 1174 t LAMPROS STEE T °rtrr ...^• t;R ; r?`13-UOG" INVOICE IY `/`/5'7f? 0 A OUEODMER AJOIU1I N /!2 /AJ/C s L A IMP.,r ., ST L L BILL OF LADING CUSTOMER PO T 3'73/ • o O DATE /- /..1'97 D 8524 ^I. CPAWFOPr1 1';752,- ti"57 N T Pr'R TL .Aclfl 'OP `'i7.03-Of.'•i.r' s 0 MECHANICAL PROPERTIES . CHEMICAL PROPERTIES YIELD TENSILE CHARPY IMPACT I ITEM ITEM DESCRIPTION QTY HEAT a STRENGTH STRENGTH ELONG TEMP IMPACT ENERGY " ENGLISH PSI PSI % P PT-Les C Mn P S Si Cu Ni Cr Mo V Nb CE METRIC MPe MPe % •C JOULES _ 1 W036 -150,.D 2 o;16S ¢/e 51rcC 66001: .Jr .06 .5b.O10 ..n2 .15 e'= •1 - .('; -.n _ •r' l. n+ .7 • ..t•1 { ft,4i�,04;)jam"h'T.'1'1f /. :yil'S c�.i: r3 r ,t-t 6.9, Yr 17y+ • ' 7 a tit m.•4:,:k.,,,a.. :..0e,J;._ %:ri • ,7 ,.%.. 5?� . .i-. . f't it .. T .•a 2 W036 -150.0 L 1 6;167 4900n 640n'U 29 .04 .6.011 .'71 .I3 _ ,. T .; 00': .n2 .^1.0°''r .2( :i e ,`•�l�',St� w{:., `&'.kr,ii,Vj.C^' :,,'C: i. •. . 'ii )p T,q41.12.0, . V„ . :< 7lv ^`1:.YI:f r,,;:'Y, ^:i9'=':,v4 '' 1 3 W036 -150.0 . •.2.• 6S171 54000 C7GCL' 30' .06 nFC.a11 .r2 •14 . 33 .r . n7 .C2 .r' 1 .0n7 .1 , • • nGrl w-.r'4� +> �� ) Ky.:•?; tn: • '`'' a7z 1 ' ,"# Oa is -iiitY 1 l;. '. �'. YSTI-i# y,:_ I:: 33I,`. ', Inge,Wig We .: 4 W036 -245.0 1 ' 64982 45000 61000 ')? .06 .51.011 on: .'C •.11 „ 1 .' .. CS .f3 .r1 .00'7, .2; . .r:IOrit ^.tr ...•.. . . e`i.' ^DLL ^ 11, ' ,,5 t x kvt;:i: 0 1 .L Y! er�p wE i::l' ft i� 1S , r. l *1 U;A' ' it4�ii ' ry, f ,..„1'. . ..1,k., 11,4 14 x*',- F TR 't.“)G` x .: ' .i 31v ti." ! ti $4,•t .s�! 'J.ai.Si 7.ky: 5 W036 -245.0 1 619FSC 44000 62000 .32 .07 .97.011 .n2 010 .10 ..1n .0E .n2 .n1 .0r7 .2; . 10 e n -krg, 'J!e ,}c rF P Pe r rn r y. 1'��'" rr y.),,,3 ,, t .. 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'IZ tt(G '4;.1� 7A2;1:i ' ELONGATION BASED ON 8.00 INCH GAUGE LENGTH CARBON EQUIVALENT(CE)= C+Mn/6+(Cr+ Mo+V)/5+(NI +Cu)/15 'fy thal the contents of this report are STATE OF ARKANSAS COUNTY OF MISSISSIPPI rect. All test results and operations SWORN TO AND SUBSCRIBED BEFORE ME THIS anal manufacturer are In compliance Day of I the material specifications, and DUALITY ASSURANCE fit a n ... ____ ._. _ _ SENT BY: 2-12-87 • 9.47 ; FISHER & SONS, INC-, ,Os"Sit nUtLtatM1O Mall L,t, 2/ 2 tW home Ave 51 xx) ISZEPG aor 7310•OlyMmu WA 9RNO 79 td Phone (iWl beB-6726125 i CERTIFIED WELDER CARD WABO Certified Welder cr000ss qualHlcatlona are based on the emceeingmtanaaras I FREDERICK R. LANDAHL STRUCTURAL WELDING SHEET STEEL MELDING ALUMINUM WELDING expires: 01 OCT97 > LAN 82 9875 MA Stewart NO 27-13 wA80Stanoaro Na.22.13 WOO Standard Se 282I I DECStendard No 27-13 USCSIaNatd No 27-13 use Standard No 26-I I 1498 COUNTRY CLUB DR APT B ANSIIAWS DI 1-00 ANSvAWSDt.2-81 ANbItWb D1.2A-83 i BURLINGTON WA 98233-2738 SIGNATURE 01,CERTIFIED WILDER 'his card is the oroparry of WASO (TTis card meat be signed by the mantled..elder) Cere gin:he.•m,eo on a,e.mrs erprehon claw Peecud•+Dnartot SIGNATURES OF EMPLOYERS Structural Welder hlsponmm mast be SIONED and DATED by an employer crUpngM el Pm wilder tm Wewmg process; SMA W r,taa,:at Manual penmmad.mael nOrr Reoduanot we:dmg of the I, t.uplp W iad an the late of this ate donna m.a,enerly WIN/denaeatet tanlow Peaehwlmn d I.Cakatatas Oh this card at tern, P'pe./Plale PONRduet All vertical t'rogrm.un Lip :Dept - Mnlatel Steel react ' pc F-4 a& tower : rntckn.URenAC'./R7 c& over In At. Groove & Filler ✓lpe Sae 41 & over how , 10,10,1c ReSwnd a.r Complete PyActranUn WudeR NO - - NAME Date ....__— FIRM. -_ _toe „_ ' April-Jame NAME: Due. - FIRM: - Talc. - - 'sly•Sepseny.r - NAME Dam' _ - - ) FIRit. slu J� , x^ _Title: ..___ - , . - . • NAME:•�/3J /mil NAME '' , Dote P -4P'97 . FIRM r-it14t9- I1 Ttt1e.(gAre..azatRR ' c_RSCP E TESTING LRB TEL No .2068232203 Mar 12 .97 8 :41 No .001 P .02 Certified • Inspection Services, Inc. 1089 B.W.328th Court, Federal Way,WA 08023 Phone(208)927.0828 Ultrasonic Weld Inspection Report • AWS D1.1 . . Customer: Cascade TestingLaboralories Date: 2/17(97 Job No.: 9702.19 Project: Northern Marine Report No.: 12995 Specification: AWS D1.1-96 Class: 6.2 Job Description: Ultrasonic inspection of:complete pent ation welds,as lased. Remarks: Procedure Procedure No.: 1 !! t Weld Joint: B•U5-GF Ease Metal Type: fe Weld Process:FCAW ram:, Surface condition:as welded Joint Details: C B-U5-GF Ultrasonic Equipment Instrument: Mfg.: Kraulkramer Branson Model:USK 7 Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz Dimensions:.75"z.75" Angle: 70 deg. Dimensions: l"din. Angle: Straight Beam Inspected By: Thomas S,H ev I Approve y: t.✓' �Q �� ' D 1 :l CERTI'7EDIIZSPECIIOn SERV1CCS AWS ULTRASONIC WELD INSPECTION REPORT 2/18/97 • m IV Customer:Cascade Testing Laboratories Report No.:12115 Repair 16';,.0.09t i, rri Reject'Yolk Ob°F>E 1 _ in Job Description:Northerae Marine s' t X IC Thick. C D Depth Status Weld LD. RN Remarks Pe.M . z rrrr, k D Na Leg A B S Path Lent , Rr ra tg!, t°,' t„ Mafk S o€ . - 70 50 0 000 `i r ' t 3C'�� 4` Ap ziN fr iivaiir `i3 J `ik f g n k D - 50 ,Pt ::,x Q igi{gicgr{�� `;;yyjj "NW F.A!,g1;th / I�t:113Mtal ltia �! 0 700 - .000 .:.11x7Rl�4� .1:... to I 50 v - 0 TQ 1 m r ``. z \`_ 0 NJ 0 1 tr CO IV W ti) N 0 . c.I i 1 1 3 • N Ou F, x, N 'J ml W A 0 1, Pagel msPE /- - d 't t .:T: of Labor &Industries AGENCY REQUESTED INSPECTION j El..c r';al Section HC-660 p _ r';"mpia. Wa, 9850d - - .:^.. , 'rL;.�vsmmw<=r:es:.-: s,;;��t - Send Completed Request To Area Electrical Inspection Ottice . - r-_.:ncy maims request . _ ;7telephone number date rA 3 to ' w i Gc -;c13 1.iCI, \, . �Re - c90 - :cncv'addressT city state zip ✓ _ \+i A ,_,� . .t-':_r:.,.__ • '�.0,': `�'s_o.�;4:4\, i-A*. . lJ_v4' ) i-\Lc,r` 'InJZ.:I' .._ ti icc..port of investigation (address) city zip county i TA t , R- 'A,._.: ' r'e!S t L:,G vj (,t->Ck �: \ - .� 1 ': ;�1 ^�.=r1 O'wners n11a��m,,e� �._._ W telephone num�-berr•}(�daay) �. ,cam t r- ..€ 4`` Y ; 4- J county w,e, s address �. city zip / ._ _ \ ....._......._ .. _ • i �? �titlel5' cd by .:.",. :;:+: i2" •.-P.:' _ -.,�. ,. w•`n1 w r_ t e l.A-s ,s4 N11.z1< <'r,,, '' .•K°die3`::;e!9.:57az > %ia SPORT OF INSPECTION • [For DEPARTMENT or LABOR and INDUSTRIES use only] - gr , . Information- :oni7 -..._ ,;; .- - Dam r Corrections needed - [` `�-': ` . . . . C / / ..n o r 7 The electrical safety vcuectr0.:S rated below are hereby ordered and must be completed _ Peanut act N within 15 days. Refer to National Electrical Code and State Riots for Standards. ' ' .., f , :e - - _, _ 1' — l �_....... 0" :? /.-�_/'7"7 . L....._ ZZ-' _�r _ c�( -. . r -_/�y��- "�'_\__\_ ,......_ - .,.......- ICI ? Sei FP; Z :, \ S inspectors stamp Do NOT conceal electrical work prior to written`approval: •`± , 1 _ _ /e 3.0° a- • t Furnish electrical work permit for inspection ofcorrections. ;OTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION 1 _• t . permit canary - mon rept pink - Job site goldenrod - dept run i L i 025-000 agency request for inspection 2.90 ''I ____ .d IJ'E-tai: tT LG5I 9E •2°y DO9EBGZO'92 'ON BNOHd - -- -- 3NIelt1W_Nd3H13ON : IJOdd _ . if la- - t ,Deittarniaentlafliabor 84 Industries ELECTRICAL 922816 WORK PERMIT APPLICATION • , ... , ,-- Today'sdate Ready now Will call 'ye Installatioy 5kmnpaion , ‘i „2 _ j., % ),',/•7z r-,J . Sir 47 7 I •/ -2 / (>11?/--C- i . rectrical contractor Owner i Phone No. Jab wired by CL11 ELI 452./1>- ex/i 7 c )•:, .7 4 • Address of inspection je`Z.0 les 4 tiQ . . ' . City A Canary )-- , Prnnisca owner's name 17 E.:cant:al corarac . . tot name ''inspection Yes „ ...._ . /itit t / ,f /7.,. "...,te e: • - , . /....< ..4) c s iao, , Ct) ) 1/ ' Pur.baser'smailing address Alc C:/ Becomes permit when properly validated./ 2: Expires one(I)year from date of issue. . . suit 7.11%,..4 Department use only ' ‘tr• .i' i 7 7-/ . (7,,,r: ...:/?: / ;.' j . Powereompaay . -.- .,. //,! fir:i : r herby certl& that I am the ownei.(or authorized agent) of the above . a named property or a licensed eleetri Cal contractor(or the firm's authorized 12a3/% 17106 96249647 )and am Making the electrical installation or alteration Li compliance 65.30 i...tith the electrical law. Chapter 19.28 RCW. . : !II iiiiii owner oriiiitain'armor 'tt' ---Le;\0 1 tjir.P.7&.. 'I )41L,,,_ ,,kylletevav ke Plytkvaromer Csnaneinvpectot Gexesite % i ei WALLS 1 Insulation Only \ l' 2 CEILING ` i POOL Insulation Only 3 Bond..Mg Only ' 1.-4 SEitineES Overhead ''s,. . I i , t Date i 7npro-v-ei Date Approved By - Date Arproved By Data Approved at), I C.over Equipment Only Underground .....„ , -. -•,,ti : . -...............-- -............._. _ , .... DI6C -- ApprOVed SZ/ \ Date - Approvegli '‘,._ Pate _Approved, .. . - Ifitl ..- / ; • SLAB . s• , 6 DITCH -*`. ./.7 FINAL N, i 8 TRANSFORMERS! '\ t. • Cover Cover . GENERATORS . . . . .. ... . . ,_. • ' ' 17( v - . : . • . APPmvenY,.. \ Date Appleved By) ;\:".DO; Approved ay) „...: Nita- Approved By 2 ' 9 FEEDERS/ ---N (10 MOBILE HOME/ITC\ fir-- CET N fir—......6T—H—E—ii-------- SUBPANELS Service Only . PROGRESSIVE ' . , . . REPORT Date Appnwed By . Feeder Only ttt:' . • Approved By/ ..., .... f \ -- , n -I, -- - ... . . . . Area,Building,or Qate ' Equipment Inspected :.: J: Action Taken Approval No. 7 - !'l ' ' . air rfrle fp EiL/14 . ..,_ .tir--,:-:.:, .• • • . . . .- • - • .-..- ... .. •-7,,„...: . i ... .. : ..: . POST THIS COPY ON joBsiTE. . , FT:143-001-OM electrical work permit application 6/51"12 t' THIS IS YOUR PERMANENT RECORD.. i . t, . .. A i • i . . g JOB SITE ‘ . - ___LA_I.J.H_TT'XI1;.•;._T P7 '"Ia'F-{ inszeiczns7 : i_ON DHoHd BIlICHWNISEHLPON : liCtid i)ept.of Labor&Industries AGENCY REQUESTED INSPECTION Electrical Section HC-660 Olympia,'We_ 98504 ,»fib ao,,�a,.,nn:.,,, ,;, . r124 - 8. 0 'Agent,.- Send-sCompleted 11egttest.To Ores: •Elee'tricai •Imsriectl'$n,.Office : ' •✓.;,'.,...<� '' d„x"o`.;. W i - A encY'making f§t ,t� ,• � " `: . �� telephone•munter iate. , - >IL C:''-. 0YrCA,, altJ kkiell i3Ge Y 3 " 11ut \) - ktt llp._. .. Agencyaaddress a:'a t' city __._.__ state zip g t : �F p . /y� .? L:e .k ^-S'a •fi 11 -f 'J ..-.' . •4 -.... f 1-? 1. ' \^'x.,;,-, i , *Y,.1,li g . .l ^.,)/. ..) ... Nature of problem , t44 , \\ Lo at on of investigation ss), city zip county 1 ,., V.KA, Owners s name • 1 telephone number.((dray) ttl wners address _. city zip ssPP�1 county -__._._...._.._.......,_. t T.itleigiy�Fvdby --E ;' Vt ',REPORT OF INSPECTION [For DEPARTMENT of LABOR and INDUSTRIES use only] � P F �� 1 ' rt ,ff . ti lifedi4::. ' .a ,. 9 F • o? i { /4041A C" . • The pTacid mike&irreotiait€il6404aW are'he4E-6 a4104: ttd ii tlg**Wild - - - - , Wiiibii'l'Sdays:Referro NetionaliE hiroal Code and State Ititl4s t *dos. . ... ._,..,,.,... tof2!r 1 `-e z r�.-%I,' 4' ..._,. dr ` ...,.,,_/ , . r, . ,.. ` . lt]spettfoo s r• stdm.p: . _ ' Do NOT conceal electrical work prior•to written i" va[ -' Tjk [..._ Furnish electrical work permit for inspection of corrections. • • NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION $ white - permit canary - mon rept pink - Job site goldenrod - dept rtn 4 F500-025-000 agency request for inspection 2-90 - } • x !lt t/ l a • • • • • AMARC Inc • 1601 114th Ave SE Suite 109 ▪ Bellevue,Washington 98004 • • • • To: Auston Company: Fax number: +1 (360)293-1933 Business phone: 1-360-293-1925 From: James A.Schemmer Fax number: +1 (360)293-4051 Business phone: 1-206-453-2212 Home phone: 1-360-293-1960 Date&Time: 9/30/96 4:57:00 PM Pages: 3 Re: Northern Marine meeting minutes Rick, In that the tape was not useable, I have put together a draft of minutes of our meeting based on the notes that I took at that time. I also faxed over a copy to Don for his review. I have just received a signed copy of our agreement for services with Northern,and I am post haste proceeding to address the issues we discussed. I would look to visit with you on Wed to go over what it is we are doing. Edit as you see fit,and then send over any comments, my fax is 293-4051. Thanks, Jim Schemmer NoT� : 1=M Aocr-S EA's\I-VS ontt=.Z. aC��.teZ� 1 /�ck1 AS, L t-t , NuJA,PP I Do(a A03 NAt-114 t cteAin ( Cat 13� C'>L9.()act At-4 ..17`-7°l� _ n�Sl 11r.>p a t= htz f 1t Ic.ALcI 4 tLS 1 A QC A cro'4, I H Fidal- S 5 A w.t.kt' Cow PL- � �t iR2 . uAi) i 1: t`.t ) 2aLl(S 15 � \ c AGt ACzt3 1� �-t ltS A E SS�rbL+� A 0.0kAi -CAT s A vvv ,a • August 30, 1996 Minutes of a meeting held at Anacortes Fire Department Purpose: Review Correction Report of 08-1496 Report prepared by Don Measmer-City of Anacortes Location of site 1920 R Ave., Northern Marine, Inc. Attendees: • Mr. Richard Auston, Anacortes Fire Marshal • Mr. Don Measamer, Building Official with City of Anacortes • Mr. Bud LeMieux, Vice President, Northern Marine, Inc. • Mr. Andy Keene, Northern Marine, Inc. • Mr. Jim Schemmer, PE, AMARC Inc. The meeting got under way just after 0900. Don Measamer reviewed the various events that have taken place since his first visit to Richard Auston Ancacortes Fire Marshal Anacortes Fire Department 1016 13th Street Anacortes, Washington 98221 1920 R Ave. around the first week of June of this year. Don reviewed: 1. Finding certain work that was not "permitted". 2. Working with Northern Marine so as to bring construction into compliance. 3. Review of on-site construction meeting. 4. Review of a subsequent site inspection resulting in a Correction Notice for several items dated 08-14-96 Rick Auston then reviewed a visit he had made to the site as a result of his discussions with Don Measamer, and while noting a number of items that needed more review, he noted that he had not issued any formal notice, but preferred at this time to seek to resolve any items by scheduling this meeting, and asking that as a result a plan be brought forth addressing any Fire Marshal concerns. General discussion followed, it was represented that the original business license addressed a work area of approximately 10,000 sf, and that this license had been renewed this year to describe a work area of approximately 20,000 sf. This latest permit filing did not describe any flammable storage, but a copy of this; latest filing had not been located at the time of this meeting. A discussion was had as to the original occupancy of this building, and it was felt that originally it was B2 or B4, with a type 41 hr rating. Using today's code would probably see this space classified as something in a Group F Occupancy. Some discussion was had as to how the original permit review was made, but it was understood that what was needed was to review the use as it is today. In the discussion that followed, it was discussed that what is needed now is to classify the building as it is being used and to address: 1. The current processes of manufacture 2. Describe and address the materials being used 3. The carpenter shop, and its dust collection facilities 4. The welding area 5. The lunch space 6. The storage spaces, and how are they used 7. The supply process, the moving of material in and out 8. The office areas 9. Special elements relating to the manufacturing process such as: Fiberglassing Flowcoating 10.Any other elements. Rick Auston indicated that his preliminary review suggested that some of the present operation might warrant consideration of the space as being H2 or H3 Occupancies, but that he was not saying that as a conclusion, only that more study was required. Discussion was had as to the need for the installation of a sprinkler system, but that more information was needed before any such requirement could be made. The meeting adjourned with the understanding that Northern Marine would come up with a plan to address the concerns raised in this meeting, and would seek concurrence of the Fire Marshals office and the City Permit Department before submitting a request to classify the present building for the present F Occupancy correctly in its business license. Please review these minutes, revise as you see fit, and please return a marked up copy to me for redoing. Distribution: Attendees. Jim Schemmer EVERGREEN FIRE 5 SAFETY 20 677 4.0742 P. 0-74, 1 i t;1 STORED PRESSURE pe 50, 125/150 I.R. Stored ssure li MLCI REGULAR, PURPLE K , Dry Cherrtical 1'V, : t‘ 1 :•4 e' The commercial stored pressure extirgilisherA aro available movement through narrow aisles,doorways and in confined in a choice of two sizes and three chemical notions.The car- areas Ch,orrica/and pressure is sealed in the agent cylinder ,. '.-- , riage design on both sizes provides cACP JVro protection for ready for instant actuation and is always protected from con- the agent cylinder as well as a well balanced platform for tarninAtion. Stored pressure wheeled oitmguishers mre less transportation and operation. The narrryai width and easy expencive to purcl-kase as well as caeler and ler.$costly to ITMin- '''•3 rolling serni-pneumatic rubber tired wheels allow one person rain and ori.rice. ..).,',. . i ill ' _. 3PEGIFICATIONS 50 ,..ela ui-mmK;AL r--1.26/160 LB.bRY CI-IEMICAL .'! 4 . Lied01 i 4U4IYUe.0 --,., IrOPPAI 4" 497 ittl. 465 440 it. A0Ant - 4- 0!0 RECULAR PUttr'l:L ic ADC R.OUAR L PURPLE elin t?, 1 ... il. . ,t .11 U/L Re ille(.. .- 10A.1 tRilE r ,E0E1 in 48A:i..19kc•; 2.109 %...c omo . V • Capaety ON kg] 51/22 99 125/597 1S5?Pro) in i 99.7 T Shipping WeiVA OLIke) i74/78e5 144 1 154 55 359/1137.29 944/155 95 ti — -e, Oleeliefsee Time(see) 35 48 Discharg4 Ran (If mq 25-15°7 82,.10 PA 30-49 1.-9 1-12 2 ,- Cylinder.DO 14 tit."4.61,1 .1"" P•Itt .....i' Operating ProSel.ire(pte/kPa) _--. 240°iao "F.::., >0,- aurst Pr9SP,(MIn.)(ptit kPa) 1200"5280 win i PPM ...,,.. - ,,-4:' t i OperaIlq Temp.Range P',0) •40'to 4 14"i-go'to...3isr a ,.33. ' I •,i4T-'- Hose Length(11/Ti) 25/7 e'.2 501 15 2 Hose Dlameled(in/01) _ - - 53!1.27 .71'1.90 216. r ',,?..Wheels is,ni-Preu.)(16 ton; 1250 3.5751.75,8 89 1694/4084e 10 16 App. NI • '., ‘ . - r Pitegnt(in/cm; 46111504 5351 136.0 1' Width(Iv eio Plippik on,,....,) 4 ISO PG 21 5 3 54 61 223/71 12 401•18i.16 ',f.'-;- ',.'''' , • Coast Guard APProveel 4-Os 'F HAf(ill PERFORMANCE ..•,• • , 250 LB. Stored Pressure i ,,, ,,. klisC, REGULAR, PIIRPLF K 1.r,i t_.. Dry Chemical '... '.. .. . . 250 LB, HIGH PERFORIVANCE Stored PreAci t re units anz with a special corrosion resistant finish,Wheels mire wide foot, '' the finest performing dry chemical wheeled fire cexf inguishers print 3r:C1 X 61 and may be purchased with non-speirlcing rub- ,,.)P available anywhere! Thew deliver tremendous: poi]nds per her treads..The cylinder protc.iciing cage type carriage is fitted IS second,vertical and horizontal range, fire killing ability and with lift ewes for crane placement at higher leve15, ,... ...l'i. operator protection,Extra features are built in(not added on HIGH PERFORIIIANCEhas an exolueive 12 year walla ri iy! as a high priced option)to protect the extingl tither from rough usage arid environmental extrem PS carriae and wheels are . SPECIFICATIONS 250 fail,DRY CHEMICAL .1 lr hot dip galvaniz.ed, and like the agent cylinder, are painted '• MOUINjobor " 57a 574 675 ,ftent AB0 REGULAR,4 PURP.G K .,0 . Ull.Rattly l'Ant"UE:C 1E46 C 1613e c . • r.,33..n.ty(IK)1323 erelf•it:J4 , •:,,? Shipping Welght tdb i kal 77S?rr.81 I. i ., ,...------ aerge Tim [5 e e9) SD 60 42 • !!IF• --41.. 4, .Id' , lilt 3 0 eehrs)e Rale nch q i‘ din lir-•' ....• fi,›4 p.,...../lit.pate otc,) 5""2 n et,"T 72 5 88 i 7 _ Dist-horge 41,rI3 (ft rn) et, 50/18.10- -4. /I IP ,,,A ,:;-:•: eylieveler-t0OT4teVe1e0 i.t0/2415 OParatRig PreSSIMS.011kFkl) • ai au;Press min ii.2VINFa, 1400/3550 --. ,.'. • • ...-. 0 P 4 I - I Opp miina Teev-110119c in -40"(V"(1180'I .14?"SO I 4 ir lase L¢r016 Ji i,e.) 60'?46 n ... .1,14, . t , i ri Hose Diee.eier{n f cm) I/2 64 . 141 i I' 1.`51‘,818(Serni Pneu)(II.Pen) 1 39 0191.44 P1594 ., i' ...,,, • 1-ii,rof(in./ere) 60 .4 , 41 r Ai 37 pn, .i.li. 44/ ps " . 114.0et Guard APAN,Kt VPS i ,., . , EVERGREEN FIRE & SAFETY 2067740742 P. 0 2 1'. NITROGEN CYLINDER OPERATED .c'. .... 1.25/150, 300/350 LB. Direct Pressure --- .'''', ,,,'1, . tELEC, REGULAR, PURPLE K l.',.`....- Dry Chemical .),.,, i .4 125 lb. ABC & Purple. K acid 150 lb. Regular Direct Fol luryer hazards choose the 300 lb.ABC or Purple K or i lf Pressure extinguishers utilize a 23 fl iiitwgeri cylinder with a 350 lb. Regular Direct Pressure extinguishers with a"quick =.. . . "quick opening valve" tv piessulize and completely discharge opening" 55 fry nitrogen cylinder.They provide quality and .t.''..,.., s's 41: the age ii tr..yli ider.The compact size and 16"semi-pneumatic economical fire protection, large volume capacity for extra L'fi' tires allow easy maneuvering and operation by one person, high hazard areas with single person transport and 1 opera- 4, through narrow doorways and aisles.A 4"stainless steel fill ton.The 36"X 6"wide tel wheels makes movement pos- it opening with rugged brass cap make servicing easier. sible in sandy or soft soil, ,i's. ,tr . ..._ ., • 12s f 150 LB.DRY CHEMICAL 30011SoLti.DRY CHEMICAL 1: u' ciPleAricult• tEmi..PNRUIMAT9CINHEEL3 StEEL WHEELS Nitc4C Nunt.W 40 I 45i 41 01 432 493 1.! _.....„ " Agent A60 R1. n EG.q.AR PuRe K. AO.; H:giULAR PURPLE K •4.,., ,-. 6.1/6.Rating 41,A.2./n.0 2103 LI *:)7DC C 40A.000B C 3.;Lo5 S --- , Csbacity(lb/kg) I 79 i97 '*155.16.6 125./S7 20006;07 3e3,,imis 304/IX 47 1*. 1 .1111 . 5higgh9 We3ght(I8.1 fo) - 3351 152 m :(a 1183 19/16 .,n,7 71:kV A 1 7e5 1 666.60 743/637 01 - _ Dikharge Time(664,) .._ 52 50 53 59 70 ".. :', 0' till a, DISCherge F1enge(ft i m) 30•40/9.1•32-2- tftregen Cy1indei(cu.ft.:I)4s) 23,951 1...--_ 5 i 1557.43 11111 2 Opereng Ten Range(Pi C.) -8510.in°/.54*94.1.40., H ,/. ' ‘ '1-',',,.: ii • ,.._ ......._ _,.. .5afety DTA Burst hoive 455-FA/2760-MD ii. (I- „Hose Levh(fl/m) - - 50/1S 2 1 I ; III ?: l . 1.4 / • obEDIEmeter(in!cm) ,S.190 1/254 M eets[Seml-Pn t`.eu i ./V •1 ,'.) , y 4 t 4g 54 x10.15 ---- r+ lAtagil Ir,./ct,t) 364;0411.0 6,141(4 13 Height(8)./8m) 41.$119 67)'44.60 ,%. ',1 Wflth(RV cm) Z41.81 Ai/6.6.36 1Deplh(in./am) ze e 92 39/99.05 Coast G ,d Approved YES 1 . .: ' 125/150 LB. Regulated Pressure 1 iZZ, REGULAR, IvA. :.;...7,, PURPLE K li •3`. Dry Chemical ts ,,f' . q .,, ',.,i` These 110 ft3 nitrogen cylinder operated models feature A, COMplet?. discliarge of the dry chemical with pressure re- i4 ! pressure regulator and two wheel options. The olrlpr, tradi- rUP for blowing dawn the discharge hose. Choose either 1i, tional design allows for adequate press!i re to.7=131.ke a grnooth, HIP 161° semi-pneumatic rubber tired or 36" X 21/d" steel t. wheels according to the area to be protected. Easy to it dub- ,,,, .0" s-J-04,,,e, 1 port and operate by one person. 125 i la°15§,DRY cREIVICAL /11 21 ri 5 0 1.07R-y'cHE-grecA-L , „,. 4-, sPECIFIcMIONS -- -rlitURIATic Vii-Ittl. STEEL WHEELS ,t7 vi.dei HumNr or ' 4AR 4E9 4;7. 471 472 j -, l' kort ',C Ft90.1(741, PUIPLG MC • PENA MY 9/6619.9 ..a IX FterG 400 240B e - 2499:C MS C 4a2456.R..--27-l9t NOB t..-T : ..0.1 -,;- • I*• • of.tiully(64/kg) 1257 57 150isa 125/57 • 125/57 150163 1161 r 57--1 • _ :,- ,9',) qhiirlc w, 3,(06,/4) +64/103 ' 428/l .t i 44+1/141 43111%14 447/2C7 .432 J106 1 , , 1 0164h20 Time(Wel i 4E. 53 1k7 48 •66 ct i I .•- L.,1 Cr Dhe.a,go Range(Wm) 33-40S 4-12 • 1 l''' "jii6r46tot tymte•(cultntre) • '11013115 .• , ....,., Opar,..14,0 TW,A RAN,*;F.,C -tir 64 4 14"f 44't)r 49, 5 H.5£11enlit Wm) 5(1114 N ' Mill ose Qi6tieter(ind cm) 75 i 1,90 mr.... i',., ,,,-,:., ' vviieeTa tW---rnnRileu. in er-7,1- iex 4 r,p,(4,00 15• --r- vir 6/7' , ,,Steel tin temp 00.2 m r al el a15/4 Re6iit fin!cm '------1---' ' • 52/132 . *`.. Width;41100 • 28166 25/71 _ ..121(91 43 l 114 1=- . COast Guard Anon,eei YE 3 -. • t ,, . • ..'^. ii' , „ , , ...... .... . . ... .. ...... ..._. .. _.. ..__._. ___. . ..- FROM NORTHERN MARINE PHONE NO. : 3602992600 AFT.. 02 1997 09:17AM PI tNERN MARINE, I, ,Jfl1L' ; r NORTHERN MARINE, INC. C ae 1920"R" Avenue ) Anacortes,WA 98221 • c. April 1, 1997 "rltnrz2Taditionof i✓xcsllt"'' City of Anacortes City Hall Mr. Don Measemer Diehard Austin/Fire Department Anacortes, Washington Gentlemen, You have additionally requested information on the following items: 1. Materials we are using to tent the boat. 2. Floor plan of the building indicating the boat and tent location, ventilation system diagram, and locations of fire suppression heads. 3. Name and phone number of our painting subcontractor, We have reviewed our plans for the painting procedure and offer the following: I. we will be using polyethylene sheeting to erect a non-porous "structure around the boat yet attached at the caprail to the boat."The material will nun vertically from the floor up to the caprail height( approximately 10 feet)and run horizontally to the boat providing a ten foot wide by ten foot tall chamber for the painters to drive a small scissors-type manlift. 2. Attached is a copy of a crude floor plan showing the relative location of the boat in relationship to the other boats in the building. As noted in Item 41, the tent will be physically attached to the twat at the caprail and will completely encircle the boat. 3, The painting subcontractor that we will be using is Platypus Marine, Inc., 2936 Alki Ave. SW, Seattle, WA 98116, Their phone number is (206)633-1073. Please ask for Judd if you are requesting information concerning the painting process and their methods. Please feel free to contact for additional information ud LeMicux Vice-President t 1^kLw� ip-r a.vec,, iJ ri in 1/241 o, - C r7i re. 5 . rflri:_• i a-1(n ( EMI _I ay exile S � f{/ � j a Offte-C i ' I• to . (3 0-00a5) 0 \ h j 1 X Cirri nor) C t � RNIN� z SWOT t pA z n y n �-t-qc 1. ROOM)�/a /� LOIV e R.f` f Eye LSVEL Litlt r /`j1, / ' curt kn Pt•d / ( J 1 f / w _ Lx z i X vie z-A-MINV W c z EX rr X, tz I K 4 Y -xt o . x^ Fen-- R.) +I.N 0.01 Sin 2JS \ 13 — t e ' 1, t aA vro \t FROM : NORTHERN MARINE PHONE NO. : 3602992500 Apr. 01 1997 08:33AM P1 i' �I0I 1 ERN MAR IV: I _4N. e t"a' I C. NORTHERN W A xlRl,. INC ,/ i,7 1920"R"Avenue Anacortes, March 31, 1997 1"tff orr n ' cello` Tradition of L'-x City of Anacortes City Hall Mr. Don Measemer 1. Richard Austin/Fire Department Anacortes, Washington Gentlemen, You requested information from us concerning the following issues: 1. Portable halon fire suppression system 2. Air flow system in the paint tent S. Air supply for painters 1, The portable Halon fire suppression system that the subcontractors will utilize has been successfully used by their paint team for the past 6 years. They typically rent this unit through a local safety supplier in the Seattle area. The system is composed of 6 large baton bottles kept in the bed of a truck,with hoses running into the tented area. The system is automatic and/or manual in discharge. Any employee may discharge the system at will,or the system can automatically discharge at a factory set temperature of 180 degrees F. 2_ The air flow system that will be used for the interior of the paint tent will consist of three separate blowers, totaling 24,390 CFM. We estimate that the total area that will be tented will be approximately 16,000 cubic feet,thereby providing a complete air change every 39 minutes. 3. The subcontractors utilize an oil-less compressor system designed for remote air supply for 1 human consumption with separate air feed lines to the two or three individuals inside the tent at any point in time. The subcontractors have been using this system for the past 6 years. The system is filtered outside,opposite the tent exhaust,and feeds low prcssurc air to a regulator on each employee. 4. The painters also indicate that their use of a state-of-the-art Bulks High Volume Low Pressure spray gun assures a very low overspray and subsequent low rate of fumes. Additionally,the painters have notified us that a potential change in paint to a new Low VOC product is in the works. They indicate that the Sterling top coat is a Low VOC product,but that a newer Awlgrip top coat has a lower VOC rating than the Sterling paint. They have been successfully applying this new paint for less than a year and report that it is much less toxic than the paints they previously applied. Bud LeMieux President FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 04:59PM P1 �0 TUERN MARIN4 /N NORTHERN MARINE,INC. 1 i 7� `+U Ts. `t 1920"It" Avenueii Anacortes,WA 98221 .��! 1,.441 - rn+'s 7-5 F6c17, yQ.l S '+>, _waro LRrs March 26, i997 elf on a Tradition of Ex�lle e I-AU< P- City of Anacortes City Hall Mr. Don Measemer Richard Austin/Fire Department l Anacortes,Washington Gentlemen, Northern Marine,Inc. is requesting your review of a proposal to allow spray painting of one of our boats inside the facility at 1920"R"Avenue here is Anacortes. My discussion with Mr. Austin was predicated on our desire to work within the standards set forth by the City and to adhere to safe practices in our work environment. We are requesting the opportunity to spray a 58 foot boat linen the caprail to the water line with a 2-part polyurethane paint. We have engaged the services of a professional boat-painting company to come in and tent the boat and provide a halon fire suppression system within the tent,while supplying independent air sources to their employees while actually spraying. Additionally,there will provide a complete air flow system that has proven to be very effective for them in the past. if we are unable to paint inside the building,we will have to move the boat outside and complete the painting process. The same concerns would be addressed outside as inside,fire suppression,air changes,air supplies to painters. Our major concern is the inclement weather and the additional labor required to move a 60 ton boat in and out of the building,tenting it with plastic sheeting and establishing a relatively air-tight spraying enclosure to prevent overspray and minimize spraying problems. The paint we are using is a very high performance two-part mixture that is very difficult to apply. Attached is a 4 page applications detail package for the paint as well as MSDS forms for the product. Page 3 of the applications detail line item#4 is the product(Sterling)we are anticipating using. We anticipate painting over a weekend,actual spray time of approximately four hours,with only subcontract employees and one NMI supervisor in the building as early on a Saturday morning as possible. Our projected date is April 19, 1997. Thank you for considering our request. ..turd LeMieux Vice-President, Operations ti FROM : NORTHERN MAP IhE PHONE NJ. : 3602992600 Mar. 26 1997 05:00pm P2 • MOYNE-AS O•014/XXSTRAL/COATIAC SV$7E4S:EA4insd 4a'wsysS Kt sox via NEWPORT efiAM CAUFORMA 92662 PHONE Iri-V6,11.0,09 SPECIFICATIONS FOR THE APPLICATION OF STERLING COATINGS ON LAMINATE, GEL COAT AND PREVIOUSLY-COATED SURFACES ABOVE THE WATERLINE 1.0 SURFACE PREPARATION 1.1 Structural Hull/Superstructure Repairs All structural defects shalt be exposed by power grinding, relaminated, and tilled to flush level as necessary so that existing defects are structurally bridged to prevent future cracking. Allow 48-hour cure before application of primer. 2.0 FAIRING OF REPAIRED OR LARGE SUB-FLUSH AREAS 2,1 Sand all newly-laminated surfaces with 60-grit or coarser abrasive to provide adequate "tooth'for primer. 2.2 Apply barrier coat of STERLING U-2555 or U-4749 per Specification 3.0. 2.2.1 Allow 48-hour cure time,sand primed area with 60-grit, blow dust away with clean,filtered air, and proceed with fairing. 2,3 Mix equal parts STERLING U-2705 Epoxy Fairing Compound and STERLING U-2710 Catalyst(allow to stand for 15 minutes in temperatures below 65°F) and apply by trowel to all low spots. 2.3.1 Applicator may chose to utilize another brand of low-density fairing compound or may make up their own using generic epoxy,West epoxy,or other similar products. While STERLING and DETCO can make no warranty of fitness for such materials, generally those manufactured by the prominent marine coatings companies and West are found satisfactory. It is felt, most definitely, however, that using a pre-manufactured fairing compound is the best method of retaining uniformity from batch to batch, preventing the incidence of"hard spots" or irregularities in the faked surface due to differences in compound density. It is the opinion of OETCO and STERLING, furthermore, that resorting to extremely low- density Adler for faking compound may result in diminished impact resistance and vulnerability to system motility or movement in high heat conditions in tropical and subtropical usage. II FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:01PM P3 2.3.2 Do not use polyester fairing compound for these materials tend to be water-attractive or hygroscopic and contain solvents which may result in blistering substantially after a vessel has been launched, 2.3-3 Do not add solvents to fairing compounds, to facilitate spreading. 2.4 After cure period of at least 24-48 hours, depending upon ambient temperatures, coarse abrasive grinding is used to remove obvious high spots. 24-36 grit abrasive will speed the process. 2.5 Long and somewhat flexible sanding boards should be used to bring high and low spots together, 2.6 Longboards should be moved horizontally,vertically,and at varying angles during the board sanding process to achieve the fairest possible surface. 2.7 After completion of all filling, fairing, and sanding, use high pressure, filtered air to remove all dust and sanding residue. 3.0 PRIMING FAIRED HULL SURFACE 3.1 Thoroughly mix STERLING U-2555 Epoxy Primer and STERLING U-2566 Catalyst in equal proportions, allow to stand 30-60 minutes, reduce to desired viscosity with U-12e9, for airless or pressure pot conventional spray application. 3.2 At temperatures above 70°F, apply 15-20 mils wet film thickness in at least two passes to cover porous surface of sanded fairing compound_ The second application is applied after 1-4 hours' drying time, when first coat should be firm to the touch. CAUTION: In cooler climates or in application or post-application conditions below 65-WE there is a danger of solvent absorption by the faking compound if the first coat of primer is applied in an excessive film thickness. Restrict the first application,therefore,to approximately 10-15 mils wet and allow overnight drying before applying additional material which should build to a total of 15-20 mils dry. NEW LOW VOC HIGH BUILD: 3.2.1 An improved alternative to the above primer is STERUNG's U-4749 High Silver Epoxy Primer, which is mixed 1:1 with U-4748 Catalyst. pre-reacted for 30 minutes and reduced to desired application viscosity with U-1269 Reducer, This product is low VOC and complies with the most stringent of air pollution regulations. Importantly, it is tar easier to sand, 3.2.2 CAUTION: In cooler climates or in application or post-application conditions below 65-70.F, there is a danger of solvent absorption by the fairing compound if the first coat of primer is applied in an excessive film thickness. Restrict the first application, therefore, to approximately 10-15 mils wet and allow overnightdrying before applying additional material which should build to a total of 15-20 mils dry_ For application in temperatures above 70.F, a 10-15 mil wet film may be applied. followed by a second application after several hours' 2 FROM : NORTHERN MAR WE PHONE NO. : 3602992600 Mar. 26 1997 05:02PM P4 drying time, or when first coat is firm to touch. Recoat may be delayed to overnight in cooler conditions. 3.3 Using longboards with 80-150 grit abrasive, depending upon spray profile, sand surface to expose remaining highs and lows. Retair or reprime as necessary and resand all resurfaced areas. 3.4 Glaze as necessary to III nominal low spots and deep sanding grooves with epoxy putty (International Red Hand as an example) and sand fair with 120-150 grit abrasive, using firm boards to maintain surface fairness. A tight glaze of entire surface is the most cost effective way to fill deep scratches, at this stage, to make ready for finish priming. 4.0 INTER MEDIATE/FINISH PRIMING 4.1 Mix S I WALING U-1000 Primer and STERLING U-1000C Catalyst in 2:1 ratio, reduce approximately 10 percent with STERLING U-1014 Reducer, and apply by conventional or airless spray to entire surface in sufficient coating thickness to cover the abrasive profile from board sanding. LOW VOC FINISH PRIMER: 4.1,1 As an alternative to U-1000, STERLING's new Pine Silver Epoxy Primer may be used to comply with the most stringent of air pollution regulations. U-4750 White or U-4751 Grey Epoxy Finish Primer, mixed 1:1 with U-4752 Catalyst may be used. This product is pre- reacted 30 minutes before thinning as needed with U-1289 up to 25%for VOC compliance. Application by airless, pressure feed, siphon feed, roller/brush, or HVLP is appropriate. 4.1.2 The two Fine Silver colors permit the guide coat technique at this level as a final test of surface fairness and to indicate complete defect filling. Use either color for the first coat and switch to the other for a final thinner pass. Sand until a uniform base coat color is attained. 4.2 Complete sanding operation to remove all texture from primer and residual abrasive profile, up to 220 grit dry. 4.3 All remaining imperfections should be lilted with epoxy putty and spot primed. 4.4 After final sanding, blow dust from surface with dean, uncontaminated air and do not allow to be contaminated prior to gloss application. 5,0 EXISTING COATINGS SURFACE PREPARATION 5.1 Sand all surfaces requiring only finish priming with 150-180 grit abrasive to eliminate glossy surface. Any existing subsurface defects should be filled with epoxy putty. 5.2 Using two-rag method and STEALING C-8762 Surface Preparation,wipe down all surfaces,following sanding, to remove surface contamination prior to priming_ 5.3 Apply STERLING U-1000 or U-4750 Primer as described in Paragraph 4,1.4_ 3 FROM NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:02PM PS 5,4 Sand entire primed surface to remove all texture from primer, with 220-grit. dry. 5,5 After final sanding, blow dust from surface with clean, uncontaminated air and do not allow it to be contaminated prior to gloss application. 6_0 GLOSS APPLICATION 6,1 Catalyze STERLING Linear Polyurethane Color Base 1:1 with STERLING U-1001C Catalyst, adding up to 1/4 ounce per catalyzed gallon STERLING U-2900 Accelerator in cases where application temperatures are not expected to reach 65°F,or when faster film cure time is desired. Allow to stand 30-45 minutes. Do not use accelerator if ambient conditions do not require it or use less than noted maximum. 8,2 Reduce catalyzed urethane mixture approximately 25-30 percent with STERLING U-10t4 Reducer at temperatures above 70-75°F and STERLING U-1385 Reducer in lower ambient temperatures. U- 1275 may be used where temperatures exceed 75-80°F. 6.3 Using at least 60 psi air pressure at gun, fine atomizing air cap and fluid orifice no greater than .045 inches, apply first or "tack" coat of urethane so that surface is wet and film has good surface continuity. Thickness will he about 1.5-2.0 mils wet,just enough material to wet out surface. 6,4 Allowing first coat to dry until firm (approximately 45 minutes to one hour at 70"F)apply second coat. in final application process, to achieve full flow (to thickness of about 2.0 mils wet)_ Some applicators apply STERLING Gloss Polyurethane in three passes, but it is not necessary to achieve desired coating thickness. 6.5 Allow surface to dry at least 24-48 hours before applying tape for striping, unless testing proves film to be cured so that tape imprint will not occur_ 4 • FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:03PM P6 MAR-2*-9T TUE 17 :20 P_e2 =i r.- _ MATERIAL SAFLSYY DATA BHI31 S' PRODUCT NAM/1: WINNER URETHANE REDUCER HMIS CODES: H F R P fl131UCT CODE: U-1365 1 3 0 l -•. SECTION I - MANUFACTURER IAI+N IEICATIUN ====T=:sasacatrsnP MANUFACTURER'S NAME: STERLING LACQUER MMG. CO. INC. ADDRESS: 3160 BRANNON AVE. , CT. LOUIS, MO 63139 ENERGENcY PHONE: 314-776-4450 INFORMATION PHONES: 314-776-4450 DATE REVISED : 06-01-93 NAME Or PREPAAtE2 : P. D. YIooRH nc =F-=ems SECTION I1 - UA'LAJ3OU& INGREDIENTS/SARA III INFORMATION 'rr OCCOYATIONL SMOSUAS L1d7Y5 PAPO1 !IIUUMS OMIT MERE COMPONBMTS CAS NUNN WMA PM NOD TLP O7MEA OR M0 •?EH PRCSBE ptoplt.Plt GLYCOL INUiofl TED, t 11 % ACMIATN 105.45-6 NUT M6TAS. ACT &9HM. 1.7 61? 4f N0186L IU1YL ACETATE 113-85-4 150 PPI IS PPO Ili MY 1f *HUE RH%f840IX IA-93.3 H00 HM 790 Ufl 113 ISP 31 6TNPL ACt1A t 4t% OMAOE 141-78-6 404 PH U.S He 11 • indicates toxic cktsitel(sl snhjtct to this reporting requirements of section 111 et title 111 and of 40 to 112. • • sssrsaar_:arm SECTION III - PHYSICAL/CHEMICAL CHARACTERISTICS ===a===asmr BOILING RANGE: 167 to 302 Deg P arb'CIFIC GRAVITY (I1120rl1 : 0.9 VAPOR Df3NBITY: HEAVIER THAN AIR EVAPORATION RATE: SLOWER THAN ETHER COATING Y.O.C. : 7 .39 LB/GL ( 886 GA) MATERIAL Y.O.C.: 7.39 LB/GL ( 886 G/L) SOLUBILITY IN WATER: NEGLIGIBLE APPEARANCE AND ODOR: CLEAR LIQUID, BOLVBNT ODOR ea="" feanimmwel,ene SECTION YV - FIRE AND EXPLOSION HAZARD DATA a a ---t-taa ."="= FLASH POINT: 21 Deg P METHOD USED: T.C.C. FLAMMABLE LIMITS IN AIR SY VOLUME- LOWER: 1.3% UPPER: 13.1% EXTINGUISHING MRDIA: FOAM, CO2, DRY CHEMICAL SPECIAL PIREPZGRTING PROCEDURES TEEN 08LP-COMt1IIBO Inman APPANASVW Ulm A FOLL PAC8P111C3 OPSHAT09 1p PffuSUil-OHNDO NEM MATING TIMSs. MST WU '06 Z 19 COOS CLOSES MEMO. • UNUSUAL LIRE AND EXPLOSION HAZARDS W Et 808 MIL PLAMBANL6 LWII9, CAM MIDI MOH BM RIM HAMEHLM OHMS it TEMPSNITUIN At ON DM tot FLASMPOLA7. %INIBATS AMD HOLM Pf9O ALL HONCHZ OP IUS1t19M. COMAt6`i'1hN Viii DO50C8 COI, CO, In TOUC GAMES, FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:04PM P7 MHR-25-9T TUE 1T:20 p.03 U-1365'- !''_ MATERIAL SAioRTY DATA SHEET PACK 2 OF 3 ":.*ras- -_= SECTION V REACTIVITY DATA z=KeAe.= C SEILITY: 9TA19LE ` EDITIONS TO AVOID 0010 MEMOIR NSAt. INCOMPATIBILITY (MATERIALS TO AVOID} 1I011 MG OXIDI81E L UPE. HAZARDOUS DECOMPOSITION OR BYPROUIK'TR HIM{CU HOW Cum MOTHE AND I O1 CLODS 108O3145. HAZARDOUS POLYMERIZATION; WILL ROT OCCUR =sxaxxs.=_ec=a=ems-_c=x RUCTION VI - HEALTH HAZARD DATA INHALATION HEALTH RISKS AND SYMPTOMS OP EXPOSURE I1t1TATIO1 TO TM 1SAPIAAT01! TEXT HOBS. TENET. MIMI AM I at Dtea8I6. SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS O1' ASXPOSURE 1111117110, Ail IMPS BEE T1E1UE If MT ?MEW MOM SKIN ABSORPTION HEALTH Klan AND SYMPTOMS OF EXPOSURE t REDONE DER EO WOttSATS. 1NGEIflON HEAL II RISKS AND SYMYltMS Or EXPOSURE ROYEEATPL! tUEIC. fly CAME WART, tOUTIAO, in DUtt111. W 101. THE IIT111ALLY. COSSUL! PI/SWIA1. HEAIAI{ HAZARDS (ACUTE AND CHRONIC) CARCINOGENICITY: NTP? NU LAKC MONOGRAPHS? NO OSHA REGULATED? ND !MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE 11SP1fARST !ROUES CAI IS 11CttAIED Af mania OF YAPO11. EMERGENCY AND FIRST AID PROCEDURES DIES - FUSE MO MS MI 11 1IRUTES. 6Rt IIPNYD11ff NIDICAL AlTNi1lO1. SEEN - RNIOU CONTANDGTA'D CMAUNIMD. NASA AFFECTED WI YITH AOAP 114 YATNA. INRM,ATI6Y - NDPS TO FME91 AIR. OSTA11 ILLICIL MEMOS IT um. INTER - DO EDT INDUCE ATAtiTINO. GET IMMEDIATE M M AMMO. F01 11O¢3TRIAL USE. IMP SWAY FIDE CuILDtE1I. FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:04PM Pe TZAR-25-9T TUE IT :21 P.04 U. , 1335 - . MATERIAL SAEJflY DATA SHEET YAGR; 3 CIF S SECTION VII - PIUCAUTIONa FUR RAVE DANDLING AND USE p.= — - "',P3 TO ME TAKEN 1N CASE MATERIAL IS RI•;LEASE.1) OR SPiLLtfl ii_ _ IPAtl[LTON, LI3411 VITB YKIILCOLLT& Ot UTUIE &ISUtSENT MATIRIAL. [LIStiMfd ALL 1SN!!iON SUU1C'LS. Z?JP SPILL K! SOWS MD PIPET NtnAS11O. WASTE DISPOSAL METHOD SISTIST NT I.FQSIS LIMIIIIITJON. CONTASISLTED &BIOl6NNT In III USPOSItNU IN A LANNSILL Di ACC'JIDAUeE 111911 LOCAL, STATE AID MIA 1IGOLA1101S. PRECAUTION[ TO inc TAKEN IN HANDLING AND STORING STGII II S[T I1BA, IRO COMITIES 41C7it6P CLUSSD. PROMO P[-0N PRIMA CANAGG. EMPTIED CUWTAIJSIS At!AIN PRODUCT SOME (NMI, LIQUID, Ala [at IEIoj. ALA WWI PREAOTIOIS CIPSI II TO DATA SS':::]O.fl O,EM/UM. rat fl 3 la DEL V. O'17H3Y PRECAUTIONS It4II LLIOI OVAITITI&S ID IIILDIES MEISIII TO CVIPLT vim OSHA LS'ia.106_ co, CLJSUE.: !TA: ANS ;UA':7.ISh1 U111E7 '!U 111SVRNIT I2 UL4E. IQ 10T 1Y013 NMI SEAT. /PLUM 01 PLANS. Ou NOT SIT II SYSS. SSSP AIR/ TEUM u"IIL";Aux. Atilt 63!N CONTAC?. NO NO? ?LIB IN?[lflhLt. POI !AMPULE' OIV. cm====>sa®alaaaa SKCTION VIII - CONTROL MthASURLS _ ____- — RESPIRATORY PROTECTION • II.4LP OP BEP[DVMC1 Of tit tAMPOINT 18 EXCEEDED. A N101HIMSIA min? APPRDVSU All 3IPP1.Y 1Lte 11110E iS taint AB L RE OF MOM BISISONISIML CONT[OY. Ugh LZGULATIUIS we emir OTNB1 OIOSNiM3NA tISPIIAtttS ONSIl aiEC1t110 ITIONS• (SSt ?OR 2APIT? BQUIPt1NIT IOPPAIO.) mamma II ADIIIISTIMIN: COITlOLS SGUDW AG INP!, NTNO• VENTILATION ?NUB SUMMIT ISCIWITe L (66IEU1.4 AID ( O[ LOCAL BCHIUSTI VBV?ILATIOM tO 1€ALITAIN EXWJSOPF GIiI,OW ;LVI.S;. ' PROTECTIVE GLOVES VID IOLVIN?VE NNI?4I4P68 (SEE IOU[ DAM ET1IPN[VT ONLINE OE Part ENGINIUDI. EYE PROTECTION mama NPLASI GO66LtM ;MOTEL OT 3t lira? RABBI PBEIT?ID. OMER PROTECTIVE CLOTHING OR EQUIPMENT 19 MET 16BATta GI P10141436 0111 e4ORT. BE MOT ilret1o&1 CIATIL'ec Aso :WV . MORK/EYGIENIC PRACTICES VAST VITD leAP AO VATIB *FTZ1 UIB., IIPOO IITISC DR SEEM. ---se:--s. coamtr a.-------- SECTION IX - DISt:L.e11CILR --•."":*. X i4 mrrrn- DISCLAIMER Tits INP01Ilf1O11 IS 66IX1I6ED VITSUUT TAWNY, SIDURII1 OR MMP61lD. EXCIFT THAT 1'T t. AC:OIATE TO TIE !TV OF NE � al. TIB OAT& NI Bit Sim1ILAtf3 Ohl TO TITS NIICITIC arteiAL ON61liIATEA FIRED. L.'StL.:T; LAC;:id't. .JPACI911NG COMPINI AERERI NO LNNCIL 1BSPOtiiiu.nr Fat OS[ OR INLiANC1 eras THIS DAPA- I FROM : NORTHERN MARIF'E PHONE NJ. : 3602992600 Mar. 26 1997 05:05PM P9 ffR-2II-91' TUE 1T :24 P.ms • Mt�'1'1•;Xlhl, ttAYla2'Y yn'i',A sHY..E'1' PRODUCT NAME: INTERMEDIATE tATALVsT HnlO COU13S: U Y R i r iIIUCT cOUR: U-l000 2 3 3. J .a,mT=ex= SECTION I - MANUFACTURER IDENTIFICATION t4NUFAC URER'S NAME: STERLING LACQUER MFG. CO. INC. ADDRESS: also MRANNUt4 AVE. , ST, LoUi5, MO 63139 B[IERGENCY PHONE: 314-776-4450 INFORMILTION PHONE: 314-776-4450 DATE REVISED : 06-01-93 NAME OF PREPARHR : P. U- MOORE sstra---- SECTION II - HAZARDOUS INGREDIENT'S/SARA ?_Ii SNFORi1ATION OCLYWATKMI. U1OSSIB LIKITM YAPOA U1fK3U16 HEM IAZA10WS COMPOMMMT6 enrol OMA PKL MINN MU ae MIA TEST PBICKIR Ini I ttThB1 0f NUI 28162-11-2 NE SIDI. MOT 61TA9. I N013 NA ME ECST67'B 99% GIA06 tit-n-B A00 Phi I6.6 6IN 15 SWIM CLYDE K(iICIBTIi1L NMI ACBTITB 101-65-6 MOI K1TAB. NOT SSYA3. 3.7 61P 30 OMMN.NOCf5 AC@IATB 133-16-1 150 PPM 150 PHI 10.0 DR 10 MIME 1330-10-1 100 MS H0 PHI 1.3 LIN 5 Indicates toxic eliaieal(1I anbjett to tie tenoning regaireaeate of notion an of Title Di and of 40 CPI 372. r ___--== sECTIUN III - PHYSICAL/CHL't°ITCAL CHARACT$kIUTLCS r_==a'"n BOILING RANDS: 167 to 302 Deg F SPECIFIC GRAVITY (112o=1) : 1.0 VAPOR DENSITY! HEAVIER 9.`13,S,N AIR EVAPORATION RATS: SLOWER THAN ETHER :MATING N.O.C. 2 5.23 LB/GL ( 626 G/L) 'IA1BRLAL V.O.C. : 5.22 LA/GL ( 626 G/L) iOLOSIWIT IN WATER: NEGLIGIBLE IflEAR NcE AND ODOR: CLR&.R LIQUID, ZOLVSNIT ODOR Imam= wis=== SECTION IV - FIRE AND EXPLOSION tIAZARD DATA a-=tlmasaaatY. ?LASH POINT: 24 Deg F PWTHOII USED: T.C.C. n4ANNAiSL15 lamas IN AIR BY VOLUME- LoWBR: 1.1% UPPER: 13.1% 3XTINGIJIfBTNG MEDIA: FOAM. ALCOHOL FOAM. CO2. DRY CHEMICAL SPECIAL FIRSE1C13TING PROCI&DURVS 'SH SELM0I5I10e0 0110111110 000010103 VIM I nu PAGIPIICA 00E1A7E0 lE 011SSOIK-01IIAMn MH$N PUGI'UAG NI16t. 0$t PAt'A% '011LK9 TO COOL CLOMP CONTA3M IL INUSUAL FIRE AND EXPLOSION HAYARIIs 0 °DT U&E ntat. PLNaa1118 1I0011. On MAID um !Ait P000 fumiAbg MI MS AY TPIIPUMU3$ AT se LIM TB 11138001101. BLlMIMAtS DU ItObATM PION ALL S001CS9 OF tUM1410N, C0S1OSTIOM VIM. U0OUCS co, CO, AM !GIIC GASSES. FROM : NORTHERN MARINE PHONE HO. 36212992600 Mar. 26 1997 05:06PM P10 P.OY MAR-25-97 itIr 17 :29 Utloao MATERIAL SAFETY DATA UHERl PAGE 2 OF 3 =mete .ectrt r- m- w33CTION V - 1ttACTIVITY DATA ;awe:==4=awz r \BILITY: STAA,4i: L ADI'klONS TO AVOID DOD EICBNl1YE NEAT. ' INCOMPATIBILITY (MATERIALS 'fro 'mono) AVOID ALUM SEThL 1fSI0uo8D, SKS AS SODIUM 1YDWG111E, ASD 111416 OItDitEAu. HAZARDOUS DECOMPOSITION OK BYPRODUCTS if Ptl1: COS, 69, OIIDBS OF 11T1,Ct111, Pluto OF KO, AGl, HAZARDOUS POLYMERIZATION: WILL NOT OCCUR wwsea,meaee==ft==_====e 2LCT1O$ VI - HEALTH HAZARD DATA saes == IHHALAI'AON HHALTEl RISKS AND SYMPI'OS OK $XPOSURE TI11tITIO9 TO HT t18PIe3TC1fl MAC? Sou, TItOAt, ANGST. SKIN AND EYE CONTACT HEALTH R sics AND SYnpTOReg OF ExPosDKE WULT 1111TATIIG, NHL IEUSE EYE TIME IF TOT FMOPEVJ RBEOH L SKIM ABSORPTION HEALTH ILISKE ARID SYMPTOMS op EXPOSURE $SI?II1t. ILLIIGIC 9t0 SIACTiOR RAY OCCUA 11 891E LIDIetflUALs. INGES TLON HEALTH RISKS AND SThP"TOMS OF EXPOSURE LOUDLY PSTIECIA1. DO TOT TAA'E I1?ERAALUT. HEALTH HAZARDS (ACtIVP: AND C1litmNIC) EEIAIATsrL11E DffOec161ATA 001E (CAS i811-06-81 IONOAEE COMTENT LISS TSAI 1.1I IASHG OS MD MO AT TLEE GE 1I19PACtltt. EMMA, AFTER 34 MIN ROUGE, TIE nu t14%MEL War SIT Sill TO A TATUul OF 0.31. CARCINDGENACITY: NTT( NO IARC MUNCX (APHS7 NO OSHA AUSGULA 11127 NO MEDICAL CONDTTUENS GEIIEMALLT AGGRAVATED BY EXVOSPRE INUIIATOST PIOELRIS CAI BE I1611SNSD If 11WALATIOI OF YRtE. &3E$GKNCY AND FIRST ATD PROCEDURES SG - P1d1Si Y14D r1AT1{t Pot 1L MUTH. CST I%NEOUtg OHM UTGlT1ON. 311 - 1110E COIIMAIIINATE1 CLOTHING. EASE OFYBCTBD Ha WITH SOAP AND mg, .IDALAIIOI - 104E TO FEELS ME, OAY31T 1EIICAL ITTSINIMI IF SEEM N ESTIOA - flG SOT IMO IGNITING. GET IEEEOIAWE 1EDICAL ATTBST101. F %N5t?ILED TO II 1LOCYAIATS, To FUTEEI Mimi CAI SS UYNITTED. WON 11DDTIIAL OME. DIP DO Itoii C%SAME%. FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:07PM P11 f1RR-2n-9T TUP_ 1T:25 F. l9 scxu6o MATERIAL 3Lw rx DATA s11tt1 P AOC 3 W. • aFr'===-----• SJ CT1ON v1I - PRECAUTIONS FOR SAFE; UANUL1NG AND U81: a=ecss,===s__ to TIE Y,AXEN XN CASE MATERIAL IS RELEASED OR SPILLKU _.__•tK5P27ATCP, 185CI8 WITH tl1NiCULITE OR OTNRa ABMs? NAtT'RIAL. ELLB11All ALL 1GNIYLOD SJBtaS. SIDE' ;WILL AT IGuitt MO PRBHS1 etleiliiG. WASTE f33 SNOSAL =Tom }BSTAUY ET LIQVIO I1CThlt0101. COYTIN11ATB0 IIEORDNIT NAT BE UBYODI'EO IN A "AHUYIL'. LI ACCCA1i NCG 11ft UXAL, &Tht INO VEOINAL Manion, PRISCAUTIONS TO BE TAKEN IN BANI3LING AND STORING mis IN nit AIBA, EEl COITSAITS1 11G1TL1 GLOM. Peet, FIf81 FOYSICAL !IMAGE. BNPTIL1 CONTALNGtL IBTAIN TIOODI.'T IIDINNIE IPAPOL, L10VIU, ABD I Ct SOLIBI. ILL HAIARU PI[V,tVF1010 GIBER IN Tee BATH OMIT M. Be 0teeetNU. ItOt8 BttLDY 1t6 DEG. P. Muss PRECAUTIONS MD LAM OAP/VMS IN BUILDSBGB DB&1GIBU TO IOBFLY YIN NM 1410.111. tell CLOSBtB 1Ut? ARU ;Vitt U UPUI IT 70 IINIEYT LIAIACE. ➢O NOT Stile IRA/ Bee, MUD OR FLAIL GO NOT CET IA EYES. REF AVII riME T10,71O . CCU GIIN INTACT. OO ROT 4IID 1N1'EUTALLY. FOE INOeSat1AL GSA. mwsmm&s. St;Ct'1t1N v111 - CONTROL MEASURES = - - RESPIRAaunY PROTECTION TLt OF 118 PIONUCT UI ASt MINIM IS BYCEADDD, A KICSBWI5NA dO1N%Y APPIOVIO Mt IDFPLI te5Faail% :L w ;&BC 19 'CB if MBE ENtItoileetiE t014IOL. OZE! leGRATIOls 1fs0 PMitNtT CnRBR IHNO BSNA IBAFIIATtE SMER SFBCIFIEO lTIONi. MIS YOUR BAPB'M %ElIRIT AUPPL1B4.1 IMMESIII0 01 ADBIJISTU 'IIIE C017TOLl SICULN to LAYC,:.KEUTFdA. 7ICD7tZLAflOtt �', 3RCPIDE SUPPICIBNT IECBAYICAL (G®Its1. 1NO ! 01 LOCAL BRNAUSTI YBNTILAt'1Ct 70 IIl&TA1I Tarn1114: PitoTECttfl El.OVES [BAR BOL!IIT I1011t7AlT CLOTBt (SIN TDOt &A1' TY RUNES?ZlWPLIBR OR min stlieleel. Mfl PROTECTION :IBN1GL BUSH Wage DCOGBITR, anti Shrift GLASSES P1!INlt1' 1- 7F11ER PROEECl'ivE CLO'1'111NLa OR EQUIPDlk:DL1' !O PiIYW ROUTE OI PIOLONGPB &Ili COPTIC?. YEAt Mat 1.1110lOUS CLOT'BUG III BOOTS. • i10Rni3YGIEN1C PRACTICES EARN MTh SOAP AND %A7FA. DM VIE, WORE 8A1,IIG 01 INOBING, _—_____==••'S s=====.a-- SI:X:1'SON IX - DISCLAIML:H TISCLAIMER 'HIS 1NPOSIMIOi 18 iURBIDBBO Y1MDUU7 IA1LAY71, L'iPRE&SED OR ![PLIES, FICIPP TEAT IT 1& ACCUTATB :C Th ➢UST JF NM BUGB. Tilt DATA 01 MIA! vim thins UASY TO TEN 3YL1:IF1C NAY'IEIAL leSiGNAtti Billets. STttl!NG tftseacYUtatc away AIMEE to IsAL IE&POIt1Blhlet YOt USE 01 1I0,iuci UPON TN18 DATA, FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 26 1997 05:07PM P12 MAR-MS-9T TUE 1T :22 F.05 MATERIAL SAFETY DATA &HIS :'1' ! rm./DUCT IPAME: PRIMER SURFACER WHITE HNLS CPP?S: H P R P f" IUUC'C GOOK: U-1000P 3 3 1 a =a===ems=====cam== SECTION 1 - MANUFACTURER 1UTSN'I'1t1CATION =-- _---==a• MANUFACTURER'S NAME: STERLING LACQUER MFG. CO. INC. ADDRESS: 3150 BRANNON AVE. , ST. LOUIS, MO 63133 EMERGENCY PHONE: 314-776-4450 INFORMATION PRONE: 314-776-4450 HATE REVISED : 06-01-93 NAME ON PREPARER : P. D. MOOR1 === woaa= SECTION II - HAXARDUDS INGREUiliNT$/SAKA Ili INFORMATION a="' (MCOPITIONEL MOM IMPS 4APOt FAt51UIE YE[9NT NAZARODO3 CORPONLICIS CAS Erma OM PEL AGEIN TLT 4PI1ER aE #4 9 TM? FLEW OIL 0O1YL nC@TA:"B 123-66-4 150 YPN 1541 PPM 1t.9 61F 5 RRITETL ETIYL wage It-I3-3 Ito Pm 200 PPR it S t6P 1: *7061E08 104441-3 I00 PM 100 PPR 21,1 6111 PIOPYLRYB EMU NORONETRTL MISR gnu 191•L5-6 DOT UM. NOT 83TAL 3.1 HP 10 2I1513116 I311-204 110 NI no Mr 5,5 itt 1 TITANrUR DIOXIDE 13463-67-7 S E0113 10 NO/R3 5 01(03 Nit 25 * 1Ndttatei toxic ehai at(s) &abject to he Isint* mutant' 9( Seatio 313 at title ID and a1 40 CFI 171. C0011113 00)111610206 OILICA - O66ISCTIOX C =n-u'^rcc-==was= SECTION 1I1 - PRYE1CAL(CHEMtCAL CHARACTERISTICS s:cxcra±tnn- bOILING RANGE: 172 to 302 Deg F' 8PEC1VIC GRAVITY ( 121:fl : 1.4 VAPOR DENSITY: HEAVIER THAN AIR EVAPORATION RATE: SLOWER THAN ETHER COATING V.O.C. : 4.21 L13/GL ( 504 GfL1 MATERIAL V.O.C. : 4.21 LE/GL ( 504 Gil-) SOLUBIL-ltx IN WA ci': NSOLIGIELE APPEARANCE AND ODOR: WHITE LIQUID, smarm ODOR ▪__=L7a-CF.CSCIS SECTION IV — elm ANL) EXPLOSION HAY.ARD DMA FLASH POINT: 21Deg F' METHOD USED: T.C.C. F'LAMIABLE LIMITS IN AIR NY VOLUME- LOWER.: 1.1$ UPPER: 13.1% EXTINGUISHING MEDIA: FOAM. CO2, DRY CHEMICAL SPECIAL FIREFIGHTING PROCEDURES IRAt BRLP-CORTASHO 220711ING AMPf,AA70S YITX A Pab6 YACEPIRCE MOO AR PII810RI. EVILD YIIX £ICN7itG P1SIE. IHZ MEP ▪ 'O6&LBS TO COOL CLOt10 GUX711158, s�. .NIUSUAL LIKE AND EXPLOSION HAZARES 0 Mt IR YA9t. FLAMRASLE LI¢010, to ittsitta 9APO13 Mt FORM FLARRAILN MINIM AT IVIPYtATUIE AR Ot AWE TEE 'LAERPOIN7. ILIEARATN 1N0 130LIT1 FLOE ALL swims or WML7l OR. CNIS05730 EU. P1000CE C01, co, GO TOIiC bA:SSS- ICI FROM : NORTHERN MARINE PHONE NO. : 3E02992E00 Mar. 26 1997 O5:09PM P13 MAR-23-97 TUE 1r :2z P.06 s lOttlDe MATERIAL RA1"L:TY DATA. EHE 1' PAGE a OF 3 w " :SECTION V - REACTLVITY DA1'A eta---------- - �BILI'1Y_ SMILE ADITIOIAB TO AVOID MID Ix AMIE 1NAA'P INCOMPATIBILITY (MATRRIALS TO Morn) 3910 ETRORG DHIDIEING NSENTS. -IAKAkfUUs DECOT1pOSITIUN OR BYPRODUCTS !Rim CAR PAODUCE CLE&1N Dionne An 1 at CAABOI NOHOUIDN. 3AZARDOUS POLYMERIZATION: WILL NOT OCCUR • t=====aoaasaleniS et -- SECTION VI - HEALTH HAZARD DATA meess+aa�as�ssec�=tea==.e=� INHALATION REALM RISKS AND SYMPTOMS OF EXPOSURE HITATION TO THE NRTPIRATORT TRACT 1105R, THROAT, LUkGS) DH I OR KARCOSIS. iK1N AND EYE CONTACT UKA.LTER RISKS AND SYMPTOMS ON EXPOSURE EtITAtING, NIT IWNIEE EYE TIME IP NOT TAWYEIL, RHAD:15. SKIN ABSORYTION await RISKS AND all/FTC/MS OF EXPOSURE [6B} IttITATI(Nl DUE TO TPALTEATS. LNRASSTnON HEALTH MttDcU 1,NLi SYMPTOMS OF EXPOSURE DDERATEIJ TOI1L NAT COME NAOSNA, TONITIAG, IDG D1AAIHEI. DO HOT TARE AESYRDALLT. (IIHEOLT PUYSICIIE. IEAA,47I 'HAZARDS (ACUTE AND CHRONIC) 1TItILUNE MUCH NAR INS CLASS(FIEG iS PIGTAIL? CHCIHGGH& ?It MUD )DA) or Hoc. CUSTILWNN SILICA IS HID I ADNN CAINE OF HILICo3AH, A ANIA CAAC$NUNE LONG AIIEH O e uleo It ETCZtZAVH EXPWuW TG COTSTALL= ULICA. • •'.ARCINOGERICITY: NTT? NO TARO MONOGRAPHS? NO OSMA. REGULATED?' NO 4AED1CAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE ENPIUTDRT MINAS GAR He IIR:BRISNO EY INBALATIOH or TAMIL 314ERGENCY AND FIRST AID PROCEDURES PBE - PUN VITO VASE POI IS NINUTAP&. GET INNHAIATR RUM ATTHRY(ON. f:IN • RINDiE CGNTI(IRHITNN CLGTWO. NAME IPTtCTES UM Yin IGiP GA MAL IRALAt1o# - NONE TO PES33 Lit. DWAIS NNEICAL 0701101 IP BM. IGASTIOI - UO HOT Man MOM VG. GOT INNEDNTE HWICh6 ATT(r'114i. OR MISTRIAL USE. XNBP AHIY PROM CHILDREN. FROM : NORTHERN MARINE PHONE N0. = 3E02992690 Mar. 25 1997 05:09PM P14 MAR-25-9T TUE 17:23 P_07 • :-•113'J01` MA'1ERI AL SAI-t 1'Y DATA :MEET PAC;h 3 Ur 3 RECTJON VI] - PRI:CAUTLONS roil SAkY4 HANLL1 NE AND USE ••'__-- ;PS TO DE TAKEN IN CASE. C1A'L'KAi1Au JD RELEASED OK BL'1LLL11 SEDEREAT:}R, .AGUES Y1T:' Y6XM:=�'.-1EE aflf Ab.at8tE' Shtt ihu. SLSALXATE ALL :OAITIUN SUUYU'G. :":Of ;:'!LL AI iUDLCE ail PAGJG2.= SYLY,M'J 4t. elAS'1'P: DISPOSAL PEET3JU71 )E5 LOY 6` Li;U.: niCiRIKAA"'na. tAY.1SA78S A.S0 9L' 1)KYct:1f ) :R LANDFILL iA LC::LOAAV« L'RE LUCAL. :TETE UfD MOOGRAL WW3ULATIORS. PRECATPTIONS 'it BE 'TAKEN 1N 11ANULJ.NG AND STORING TOEI 1X III AREA. RYK' CWEYAISE,a: TRRE117 CLUB&D. YtQYiX:Y PLOA PPYSICAL OAOZ. Ekr:IEU :UN7AtAtU; E1111.11 FODDER' ::IDOi: ;YAY:,. LIQUID. ADD : D1 itLIDI. AL. '.:A':AED YgSCAO1'lOXS Gi'IGN IX Tilt DATE SGGET *DDT AE DREEXPEU. 5TGEK Si:LU4' 2ONW. F. :Y1'HE1A PLSlUAU'J'1UNE 0014 LANG- 1,fAS:.:at3 In 5DILDIEDi UGi,DRLG TV CIYIP1iy YITB mats :710.106. }:EY CI,UL'dtt':16il AXD CO,IThIDDE N741SW tU -tGYGk'P LtUASS. JU HUT SPODE 9:,At RAA;, ZrARES OE run. op MD?`. ? 114 ?TES. IEEE DIE 1105 C51Ld55X. AVGiU iA1B ;OX.'AL'f. ht• SC: :A£. 19t sL1,.:. A:t :11i"'Sn"SL LOU. - _-- - SECTION V11I - CONTROL '11;ASUJRES ---- n==_�=__- RESPIRATORY PROTECTION TLi FIE mir PRUODE? `+J AMY CI(41,05 AY iS DECEEDIO, A §k1U8lsJASGA SUifi,"SS ADE101112 Alf SUPPLY RESPLEATOW iS AUU UU i9 :C OF 2I0P88 E RDIEOAAL'A'TLL COMTLOL. DNA LhI;JLA719115 MISO YFiYMIY' ORM AADSH/XBDA &KSP:LIi'OIS UNDER d48C1M1PIl _ulc:?IOtz- :itt TGIU ;AFL'1'T totivngn SUPPL1hx.1 WIN ORL G OW 4DKIN1ST1A"1IC UStXDS MILD 8k.' i8PLalia 9. Pk:NTS1,_ 1'IUN 'AOYiDk 3lierit Eit ALCD0/1:At i;EIgRAb AR1 i UK DUCAL LXNAUSY` 4k`u".r.LA;1Ck TD Mi1H5'A1U 3J'OSkAE SELO'S YI. {Z;. .pRU'1'J:C:TJV1s GLUV1:8 1KAA ;WSW 3USI.TAAT SLGYES ;tk8 ?DUE DAMII'YY tCC17'RET ROPYLi!i3 ';3 JAf3"."_' RIC:SEEEj EYH PROTE:OTIOI'1 :1?SA:CAL SPLASS «'.,'Pis Y' SUGari?D, ',"i5Ed ''APF:,^Y GLA,",:,p9,. °.°-kl'PPSU. OTTER P RU'1'k:C'1'1 V15 CLCYr'HXNG OR YQUIPMJiNT ISSIE 7 A..3YEA!M;1 TS PSOLOIGL'S SEIM ';OXYAC?, YEAR 1DIRIXT 1fP11GYIUU3 CLuTEREG AID [DDT:. woRx/nYGIENlC YKAC.'1'1CI<t$ fASS U'!U MAP Alt YAYSS Ant 'JSc, 8SYORE GAYLE OR ROMIG. 0.-- SECTION 1.X Di SCIAiflEli -.--____xy,«ssn�x-••___ U I SA:LJLLM8R IlYU4AA^._::t 1S t:'ilt-nPff: r"".0UT YA'ARL ILL WEND::"OD :SPL:SU, UCMt ':°S: :A e:::JKAi V. :XL 'na"T au '1Y1G "rA?d '}S TEAS ;EMT uSLM:S vNLY n Tug+Pr-LFnc ExEEKiAL alZIGAk7.Vnew. SnaventURIYG SOBPADY Aatutt 10 LEOLL LSSi'OXG181L::": :C'k OE .Gl•:ANCR; UU TE:E 'JL%. FRO.,I, : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 27 1997 11:41AM P1 ��lZTt3ERN MMJ Nr 1 ,, > rvy C INC NORTHERN MARINE, "�" Z4 izr 'F �, 1920"R"Aveuue 7 ° Anacurtes, WA 98221 . r 411, March 27, 1997 xy�`11 n Tradition of ate° City of Anacortes City Rail Mr. Don Measemer Richard Austin/Fire Department Anacortes,Washington Gentlemen, Follow-up: Attached arc MSDS forms for the topcoat and the topcoat catalyst. Thanks again. rd3 I�i FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 27 1997 11:41AM P2 • MAR-z7-?7 THU 21J5T P . U.G MAMKAAL `'AVC'; :'Y U.A't'A t+'1tG7z't t'H:O11UC'1' NAM,: tNArtha, CATALYST kIM.LJt CUUAiS! k F k a r -lt1uC'A' WOE: .000ie 3 1 61 _=== SECTION 1 - MANUFACTURER IDENTIFICATION => MANUP'AC'1'URE1!'B NAME: la'1'. AL/NG LACQUER MFO. CU. INC. ADDRESS: .S15O KRANN1`N AVE. , 8'1'- LOU/8, MO 63139 EMERGENCY PHONE: 314-776-4450 INFORMATION Y11UNE: 314-77o-445O OAT RRV I Still : 06-01.-93 NAME OF PRHPARYR : V. Q. MOORE SECTION ,LI - fA'LARDOUS IAJGRED115N'1'S(SAR.A 111 INFORMATION n -- UCCUPd'1'1UNAL &XPUSU4b LIIUTh 7APUk LSESSUke N6iU!L'C HABA!DOU8 MUM CA5 AUMAGR UIHA YLL AeG h Thy Van :o tic k TItdV VBGC'LN'1' HODUULYM6k UM HU1 N182.81^'e UU'I 657A:. NOT men. Hint) 51A 4d yMLH171t 108-50-1 238 PPM 10a PPM 22.1 at: 1 6'PMY4 AC61'A1% 5,4 Willi 14i-Th-J 440 PPM 96.: 69M 2S MIL SU'PYL &C6MA1'M 12:-86-4 150 PPS 1:0 !'P). ;0,6 681( ! 5406 PLOF?WK6 ULYCUi, MUHHH10L $'Y3L'R AUThIT 188.86.E Ru'f MAR. 90 68RA8. 3," DV 34 'Rime 172G P6 7 1G0 PM ,OG PPS 4.1 61a ' Andicat2i toxic clteOical(s) subject :a :he nepa.ung t:gvire:41f: of aacticn 311 of 'ti:i€ III and of (0 C:'8 372. ---'----------__�� SEC1'1U11 Is! - ,k1EY4SCAL/C'k12;,MicAL CJIARACTr:tti8TIC£3 BOSLLNG RANGRt 167 to 302 Acg e SNttCYl:•1U URAviTY (19301) 1.0 VAPOR DENSITY: HEAVIER MAN AIR EVAPORATION RATE! 6'LUWt✓11 THAN ETHER COATING V.U.C. . 4.91 LA1/GL ( 58S O/L) MATERIAL V .O,C. : 4.91 Lll/UL ( 588 U/L) SOLUBILITY IN WATERt NEGLIGIBLE APPEARANCE AND ODOR: CLEAR LIQUID, SOLVENT ODOR ncc= SECTION IV - FIRE AND EXPLOSION HAZARD DATA "- max==x 61 FLASH POINT: 24 ueg F •' ��• mE HUU USED: T.C.G. FLAMMABLE LIMITS IN AIR BY VOLUMY- LOWER: 1 .1% UPPER: 13.1% EXPINGUISM1NG MEDIA: FOAM, ALCOHOL FOAM, C,'02. DRY CHEMIC,:.L SPECIAL PILtEFIGHT1NU PROCEDURES w.n BALD"CUN1'A1NHS ORtA1'MfHG AP1Aal to CM A MULL WPM.'UPl1A'1'Gd Hi tiV4 IM-UL«'YAYE YHbd :!Sif;•la, .1'RUC. lUH WAq'HN ''U'A'LLNS 7'G COOL CLGSMS CU@YPA1NS1, UNUSUAL FIRE AND EXPLOSION 1LAGAIWS A8 NGR lilt ME!. PLAMNAALE t1q i8, CAN ItLEARK eAP!s48 '!'HAT S'i1PN FLA1WANLk A11"UBt1 AT ':'BMPBAL'!'li$M Yf 9g kifUlh fLASMPA97. MLINikASL OD 1U0LA7M flUB ALL sown UM 1CYi'1'.UP, CBM89a7T3 A1LL PIOOUCM ;U2, GO, 00 t'OXLC VA5S85. FROM : NORTHERN MARINE PHONE IJO. : 3E02992600 Mar. 27 1997 11:42AM P3 f.1A'1't113LA6, AIL tyr,'l4'. 9Hi L I' !'ACE' : OY 3 U-SfDOIC SheTIUN V - Lt„'AC l.V1'L'Y UA9'A -='''¢"__'&`m . i 3IL1'PY: :3'1 ADLE ADl'1'LONd To AVOID ANUS EACESME HEAT, 1NCOMPATM3111.'1'Y (MATHR1AL5 TO MOLD) AWN ALKAI:1 NN'1'AL MINUSES, SUES AS SUSAUN NYUKOIIU2, Ail) SHOES OL1LIBEIS• HAZARDOUS LIECONIYUSI'lION OR BYPRODUCTS 1Y YISS: CL CO, OSI6$S OF NI'TLAi&8H, H'1ACHS OF HCN, HU. HAZARDOUS FULYnER1'LA'1'1ON U WJL1, AU OCCUR -'�'"'•�Yun.a .. ccv ULX'1'1 ON V1 1n 150.11'kl kIAZARD DATA -==rn=======mmxioana==, INHALATION HEALTH RL KO ANSI $YMY'1'OMH OF k;XS'USURk ig11TA'TLUA TS TLH !SSYl4ATOS1 TRACT {NOSN, NNW, LUIIGSI. MKI N AN') RYE CONTACT HI4A1;U'il K 1 SKS AND SYMPTOMH OF EXPOSURE 11.37S1i,1' iSN1?AtlNG, V11,L INJURE SYE VL6Sti 1K NOT PAUY691? MOSS. SKIN ADSORPTION LIEAL'1'H R151(S AND SYMk''TOM J OF EXPOSURE SSNllritSi. ALLB1GIC BRIM UEETION RAY UCCUk 1N YON3 INU111UUALS. INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE C'ASULT °HSiU1AN. UV gilt TAUS INTNLNALLY. HEALTH HAZARDS (ACUTE AND CHRONIC) ASY.1i4s l,SNG OUI.00YiIh1'N 1HU11 NA. 1E33•06-Cl NUNUSNL CONTM1' LSES 'PHAi! U.21 IASkV ON aStlk 2011US A'! ':INK 8g 9AlUi'AY':'U,t. 41')YC9i;, AV'!'SL 1-6 KAM 'otUYAGf, TR F96H, NUNUMNN MANS' MAY ME TO A NA.I:NUH OF 1.5%. CARCINOGENICITY! N'1'P? tic LAM; MONOGRAMS'? NO OSHA REGULATED? NO MEDICAL CONDITIONS GtNENALLY AOUR.AVA'1'ED HY EXPOSURE LES41N1T61Y tM'DSLNNS CAN as 1NCYl;ASEU EY INNALATMUN OF 7APUN5. EMERGENCY AND EARSW Alt) PROCEDURES ern; - rLVLN NLTN lA1CL 'CL IS NUJU:'CS. GN'f i$U1A"tl MICAS At1'NN'!'10N. SR1N VIM CUNTAN(NATV CLMilNG, WA?!! A?FHC'i'tO ASEA Yi715 SOH OW IIA'1'tlh• ANIIALAPIV1 - SIAN 1'a PNUNH ht}. OH'1'h3 HiJU;C.i A'PTUNt1UN 1L' ,NCINIUNI. :NU6ST.'1N iV 4V'1' 1N L'L'C 4GK;'1'1NG. GET LNHSUTA'1S watati MEMO. I' u6N611SL4N! '1'7 A9 111UCYARM, CC VIAPI9l'dt MGM CAH AN 1'uYNi?ThU, FOR 11:LU I21WL U . %Ek9 AWL'! rm':P FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 27 1997 11:430M P4 HAM-IT-=T THU LLit° _ F_ 04 • LI--lO01e MAT tALLMJ i:Al'l:NY DATA 5tthI ,: 'PAUL 3 CP' 2 Sbe'rION VIA - VALk:CAt.I'.Y'.L Nt1 !'(l6( SAYE; NANALING ANU USU.: =-rgs•r=•=== ';L"6 TO bl. 'YAKbN 111/21 cause L'4A'1't3(sA1,, IS REL ASk:O UR SPILLlill r. ?maim, atm Y!'1'N 'iAKEI 'il:ie :!. 7;'AE# AN"OtlKPJI? MAt Rr J,, ELIILNKT6 ALL L'unATICN EG,W„3S. STOP SP1 L AT 50UIi:E AM) Plnnat 316d1f!AG. WASTE vIRMSAL METHOD DESTINY ay LEQLIDI1kC1 11ATSUN. :OH'IANINkrbO Ae0111EVt HA'! 114 OGPU61'1'EO Di A LOU & Ili ACCOAUANCH 'kl`!'H LGC1L, STATE AND VEOb'iAb IH:ULACLOAS. PRECAUTIONS 'PO BE TAKEN 1N HANDLING AND STORING l'UNE IN DRY ANEA, Kb ? L'UNTAINERS '1'AGATLY CL'JStL. VNC':'NC'1' etui kJ(YSICAL OANAQA. ENPrin CUN'1'AINEI{1 tisTAIN Mgr; !MOM (YAYUI, LiQO1C, Ant ! 04, SUL1Ui. ALb HM KU PPRAU'1'1G!l GIVBN 3 Tkb AtUnit SII ;MT NE MEMO. S7U3E MOM iii. Y. CTtimt YIAt;UbVTlON:i STOKE LAME QUAN':1TaS 1N 5UiLt1NG5 ali.tUNbO 'i'U CUNPL't with UHHA 1119,199, fE'SY S'6US!1RB 1111II P ASP ' N';h11E11 !!PLi61T TU PY6YEN'i I, AKAUN. DO MOT run A$AP NEAT, .PANA'3 Us YLINB, DU HUT On 1N PYPS. KCEk AYLY ?RUN f-FitIll'EN. AY0I5 it]] C'JNTAL'C. OO N111 TAKE 111'1'ERNALL9. ITN HinIt111L UBE. 2S41eascs_mwv- a SECTION Vill - cuN1'EQL MEASURES asn:Yin a== R LWIEATORY YAtO'1'L''CY'nUN 1F TUI UN TNb PIODUC? Ul AM VAPORS? IA 6XC5EJEJ, A 1110SESSBA 1:03 'LY APPIOVSD Alt SUPPLY k52+11A'1'Ut :5 unnSEJ ui CF FIUP$R 311;I KNCNIAL COA°2UL, OSHA KSBULATI9RS ALSO FBRHIT /CNHR 141G30SHA 16SPARAI'UkS UNUEL 3riC3,31/ CuaulTIONZ. ISBE YUUR SAFETY MOW'? SUPPLLEK.! 06310106 UR AUNiHLi'L'tATLYS GU!U'X a i ')ULI; 75 INPLENENTED, VISNTILATION PRU611/E V1PNICIENT M-:CNAS;: L U AL SAC I 'At L0C,1L S:idAU.C; 'IENY'ILA'!'14N TO NAIA'I'Aid BAPL'AU 1j AL AN ':'Lr 9;. PROTECTIVE ULOVI5B PEAR SUREST 1ES13TANV GboYES 1 K (UUk Dela'Y EQUIPMENT SUPPLIER OR SAFE(T BN;IHEEV':. EYE PIUYVEC'1'1ON UJRNiCAL ;PLAIN GOGGLES MkiliSTEe, U'I'H1R way GLASSE6 PESHIP'PID. O11U3B IAKU'1'EC'1'1Vt CLUTHING Uit 13QUI'YMENT N MINT !WED III PIOLONOED EK1N CUN4'AC1', nFhl .ULVEHY 1HPEMRLUUS UMW AND EULM, WORK/FIY(311;NLC YMC:'L'10ES VhSH vl'1'H SOAP DV 'VAPEk AFY'NR OSE, MG WAG Ott 301)1G, reareemsmeremm- --m SE,CY'IUN 1K - HiSC1aAll'1Cx DLSCLAIMJ•R YfiR 1AP0K'6A'LLUH 1E )JAN1Y)IEC VitMUNI' 4AEYANY'Y, 6YF7ES5A1) UR LMPLLEO, i2:113&' 'I) ! IT IS ACCUPARP ^91 PI'YK Nk4Y PP !1Uk -EDGE, THE WA UN THiS SHEET KELA'1'EE ONLY W THE sotZi?iC NAttHiAL MAGNArHU NL3 EUL. STERLING LACgOEK K,... +At'rrtc!Nu EONPANV A3SUNgS !1O Ik;I.Ai, NFl; oh1atR1L,'.Yt'Y FOk USStlk 2NLIANCE UPJN 'THiS DATA- FRO : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 27 1997 11:43AM P� HAM! 27 -fl THU I 1 :ei9 P. on ?Ma ttjAi UAttcrz pIV1A snEET .PRODLCT NAbst; `)'A&'LAN HMI CODES! H le le P ' "UAJCT CULL: U- 1.13 3* 3 1, .1 :auuwF-_.a====>a soon= UtC'1'ION I - MANUFACTUR1ig Ill +LrJ I'I r1C:A'1'1CN r==m rnryn==s MANUFACTURER'S NAME: STERLING LACQUER MFG. CO. INC. Al1DRE6S: 3150 ERANNON AVE. , ST. LOU'S, MO 63139 EMERGENCY PHONE! 114-776-445n INFORMATION PHONE! 314-776-4450 DATE REVISED : 06-01-03 NAME OF PREPARER P . D. MOORE _____nw__= SECTION II - HAZARDOUS TNCREDIENTS/SARA lit INFORMATION 0CCUP►110AAL IIIODUIR !.1N1'PS YAM ?AESSURF *EIGHT NAZARDUUI COMPONENTS CAA NMI OSHA PUL AC01E MY OTI3 :U HO * TNiP PNlCL'NT PROPYLENE OLTCOL ICIONI'1'HYL E'PEER ACI'IA7'E i08-65-6 A0'1 MAN, NUT 6ATAK, 1.7 6SP 2( wane 1110.10.7 100 PPS 100 PPN 8.5 6IF 1 ETHYL ACBTA'i'E 99% GRADE 161-7A-6 00 mix H.) 601, 10 'COPPER COMMA 1 40(81 NIA 'NeTSYL ETHYL KITGRE 78.91-3 100 PPE 300 PPN 82"i 15Y 1 'TOLUSNS 16:-11-3 100 rer :04 PI'N 22.7 SOP 2 'LIRA CONFOUND REPUTED AB Pb . 74 9.91Q UMW ammo .15 NO(N3 I/A 6.87 'CINOEIBI COMBO AS Cr03 i641 . 1153-31.0 6,l NM .05 WE ell 1.2A TITANIUM DIOXIDE i101-67-7 8 EG(H3 10 IG(Il 5 01 N/A 5.0% ' IAOicAkes toxic cheN)ealicl subject to De everting requireteets of section D1 of Title III ea of 40 CFH 272, CONTAINS LEAD - SEA SECTION VI. INS CI L0EIUN MONO - :II WTI% Il. ==========mien SECTION 11I - PHYS ' ' ' ...............w3ss==ICAI./CHP.MICAL Ck1ARAC,76RI&9iCS BOILING RANGE: 167 to 302 Deg F SPECIFIC GRAVITY (H20=1) : 1.2 VAPOR DENSITY: HEAVIER WEAN AXR EVAPORATION RATS: BLOWUR PHAN ETHER COATING V.O.C. : 4.42 LE/GL ( 520 G/L) MATERIAL V.O.C. : 4.42 La/CL ( 520 G/L) 9OLUI2IL1'L'Y IN WATER: NEGLIGIBLE APPEARANCE AND ODOM: GRU*I LIQUID, SOLVENT ODOR =======mates-== = AFICTSSON IV - FTRE AND EXPLOSION HAZARD DATA FLASH POINT: 21 Deg V METHOD USED: T.C.C. FLAMMABLE faIrina IN AIR BY VOLUME- LOWER: 1.1% UPPER: 13.126 EXTINGUISnU4G MEDIA: FOAM, CO2, DRY CHEMICAL SPECIAL FIREFIGHTING PROCEDURES YEAR :KLF-COMfA1NEQ MATCH APPARATUI V11'N A FULL FACSPIECB MATS lI PRKESURE-OENAYD *HEN FIOETINS 51161. USN NA"'68 MASS TO POOL CLOSED CONTADIww. UNUSUAL FIRE AND PAPLOUION 1tMv Allen 0V NOT ESI VITI!. FLANEAILN LIQUID, CAN RELMA8E VAPON:'FEAT FORE KAMNAELH HUMS AT TENPIRA70NE Al 0P A10V6 THE TLLYNN9110. ILININLVE ANN IMAM FROM ALL Wm OP MUTTON. CONEU81'I0N ViLL matt Co2, CO. AND TCP.)C OASfl FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 27 1997 11:44AM P6 • MAR- 27-47 THU 12 :09 P. 06 v U-a11$ • MATLXIAL SAFETY DATA SHEET' PAGE 2 UF ===.sa.mca=_as..vvm SECTION V - REACT iVPPY DATA ma==a==_.___ r .1,131I,TTY: STABLE ,DXTIONS TO AVOID AVOID MIME HEAT, INCUMPAT181LITY (NA1'EF1iAA,AS '1'U AVOID) APDID ETEOIi OIIDISING AUXNB'S, L(AEARDOZJS D1rCOM#OUI'1'lON OR BYPRODUCTS BUMNLNC CAN PHONON CARAON imam AND / Ok CMBUN MONOXIDE. HAZARDOUS POLYMEIIZA9'2ONI WILL NOT OCCUR =a=moan a--= SECTION VI - HEALTkH HAZARD DATA mama ,ENUALATION HEALTH RILAIC6 AND SYMPTOMS OF EXPOSURE IMITATION TO TEE RESI'I➢AMY?MT ?NOBS, MCAT, LOW. sKZH AND EYE,' CONTACT. HEALTH RISKS AND SYMPTOMS OE EXPOSURE 1RN11'Ati*O, MY INJUAIA BYN TI55UN IF HUT FIGPNALV IBMCVMC, SKIN AZSSO1tPTION HEALTH RISKS AND sYMPPOMN OF EXPOSURE AICHT 1BELTATION IQ TO DULYONTO. r � INGESTION HEALTH RISKS AND SYMPTOMS OF EXFOSUAE XODRRATELY TflUc. NAY CALIBR mom, NON!T1NU, AN!! DIAIIHRL CONTAINS LRAM. CONSULT PHYSICIAN, DC NOT Ns IETEHALLY, HEALTH tXAZA,RDS (ACUTE AND CHRONIC) INGBSTLON CAN RESULT IN LEAD POUCHED. CARCINOGENICflYI NTP? YES ZARC MONOGRAPHS? YES OSHA REGULATED? NO DERXAL ANO MUCOUS WINE IIRiTATICB, HARM Nl66 RESULT FICK MCLUNGED ELIOSUDE1, THIS NATBRIA!, LS LLS'TEG EY LAkC T'U HAYN NUFVJCIFNT EIAOBNCE TO DE A CAICINOOCE VOL MEM ILUBGI A kbSCHATUMY HAM BMCAU58 OP To% OHM CONTENT. MEDICAL CONDITIONS UBH1 RALLY AGGRAVATED Sy EXPOSURE IEPLIAMORE PROBLMX1 CAM NB INCREASED BY INHALATION DP OAPOIS. ETHIRQL3NCY AND FIRST AID PROCEDURES EYES - PFJJBH YITN NATHk POE 1S NINUYES. ONT INXEDIATE MEDICAL AttOt!ON SEAS • YFMOVE CONYANINATED CWTKIAG. YAK AFPICZED DEA SITE SO►P ADD RATEL. 11NALATIGI - NCII TO PIASE AU, OBTAIN MEDICAL ASTENTIDU IP NEEDED. MEMOS - 00 NUT IIDUCB VENTING. GET 1HREDAA'TE XEDICAL ►TTIIITICI. COMM LEAD, FOR ENDUSTRIAL USX, UM AVID FIOR CHILDREN, FROM : NORTHERN MARINE PHONE NO. : 3602992600 Mar. 27 1997 11:45AM P7 • MAR-r7-: r InU a2 ;09 F'. o'r V-21.I:i MATERIAL SAA''1S7'Y DATA SHP.IPE PAGE 3 QN 1 rre==aW@nf SUCTION V.I.I PRECAUTIONS FOR MT PIANCL1NU AND USE -P-=-- ':1•s TO HS TAKEN tN CAOE MATERIAL is RELEASES UK SPILLED . Rd$PIRATUR, AbSORN N11'H ➢8RH1CUL1'YS UA OTHER APEINEN'T NATNRJA4, ELININATS ALL Minos aOURCNS. StUP iPl.: A'I' DOURO OD mamma aPRRAu1N0, wet%'t: DIRPoL'AL MEITIOU DESTROY YY LIQUID 1NCRNANATIUS. CONTAMINATED AbU'ORNEAT SAY IU MUTED IA A (,AADFILL 1N ACCONDANCs OM LOCAL, E ATN AND PK5E9AL N60ULAf1ONR. PktCAJ TOMS TO BE 'TAKEN IN HANDLING AND STORING HUH if NY AIAA. 3S? CONTAINERS 1'1DHTLY GUMMI). PRUTses PEN PPYS1CAt, NANA!:K. IlIP'I'igii CUN'tAlhkks P(TAIR POW! MINES IYAPOR, anti, AND 1 Ok MID). ALL HAM PRitAUTLONS WEN IN TNB USN UNMET RUNT lb MUM!). ST'0EE IELOW 1E0 DEG. F. OTHER PRECAUTIONS STORM LOOM QUINT:TIBA !A AUILUINGS UKS15RIu in COMPLY NIT'M OSHA 1910.10a. MP "LOSURE TEGNT AND CURTAINER UPRIGHT TO WENT IEAIAGN. DU NOT MIS SOAP. NBAT, SPARCS UR PLANE. DO NOT DRY 111 Ent REM AYAY FAUN VELUM AVOID DUN CORM?, DO AO'T TARN 1NTEANALIA. FOk 1NL'U3TRIAL UUE. PRODUCT CONTAINS LEAD, ==========m=== SECTION VIII -' CONTROL MEASURER RE sWIRATOkY PROTECTION IF 1149 OF TNN 9RGDUC7 OR In COMPONENT II EXCEEDED, A NIOEN/KRHA JOINTLY AMMO AJR CURTLY RE9l'ItATUR 1E &DIIRKN IN !OE OP PROPER NNYl3OA'NENTAL yonoL. ORAE WEOULATIGWW ALSO PHI!? OTHER NIDNI/MRHA PKSPIRATU9S UNDER SPECIFIED CU411108. (OBE YOUR MAFETY EQOIPitEST SDPPLuEt.! 6R4IPRR➢1N0 09 IDAIMISTUAT1➢: CONI'RO4R EHOULD RE 1NPLPNONTED. VENTILATION PROPIUR suF ICISNT NRCHANICAL (GSNon AAD ' 01 LOCAL EXNAUBTI PENTIL0301 TO AAiltAiN EXPOSURE 6540N TU(S)• PROTECTIVE GLOVES rum Dome MUTANT GLO➢RS (SE8 YCOR :AFET7 AQDIPABNT SOME tk SAFETT E.NG1NBBRJ. EYE P14VTSCTLON cOMMICAL NPLASN GOGGLES SUMJMBGTEG, OPNER SAFETY GLAOSEN PUMPED, OTHER PROTECTIVE CLOTHING OR EQUIPMENT TO MOM REPEATED OA PROLONGED DUN CONTACT, YBAN AGLNNNT 1NPSR➢IUU2 CEOT➢ING ANO BOGTD. WORK/HYGIENIC PRACTICES RE MTH SOAP AND YAN'EI 1FTE9 DEB, AI ak BA'1'tNG OR mousy, araRft--ee---=wi`ean asaane nm' SECTION IX - D1SCLAINER DISCLAIMER °1115 IIFoRNAIION 14 PO AIED YITNODT YAIRANI'Y, Masan DR IMPLIED% EICEPT THAT 1T is ACCURATE TO THE NbaT OF OUR ',sous. TES DATA 0D TE15 IDEN':' MATES ONLY TO THE 9PECIPIC NATKRtM DESIGNATED RENEW. steam LACUUSR ba.adACTURING COMPANY ►110113 10 LEGAL REUPONBiBILITY FOR DNS OR tNLIAMCS UPON Till DATA, GNC Y O� ANACORTES FIRE DEPARTMENT Reinspect CODE ENFORCEMENT Reinspect 1811111.1111 1016 13TH STREET,ANACORTES,WA 98221 (206)293-1925 ,1. 1891 Date 8^I/`� .F 9� 9 CORD, FIRE SAFETY INSPECTION REPORT File No. OCCUPANT 0e r4EE/� MA,Aa.1c .1E1,� OWNER AGENT Zee RzAKEIT ADDRESS I92o " A "t� �JELX.A . TELEPHONE Bus:o�9—t^t?7c1-lome: nThese premises were found reasonably fire safe at this time. i L NOTICE OF FIRE AND SAFETY HAZARDS: An inspection has disclosed the following fire safety hazards and/or violations of the appropriate local or state code. CODE LOCATION DESCRIPTION COR. / S6E'S ABATE Nt E41/411— OF ELECTPSLQL L142LLeh 85oti OFFICE '1REPLtciE Coo& PLATE. II / ' oe's eCEntsro% -t c AJ U e ' CcQO 8Soc of Amax ncrstral CoROS / Tool_ `' 2EYnOUE EXTE UO'4 OCRbS " EjSoCo Room AeCot Lve 1rs 8/S� 6er aK ,Agem00E Ex tT.�Q Srra.( Caen 4 Qmm L tzlym AWE/Mali li of EUE.Ttu&L ( kz.4 ) So'� PRESS / mflc E RE rI10CE Ex'E(sE( CaRD " 850o SNoP FAr-A S C DOAT 0STbV4Coa uIJOE2. STAres rs Id 1O P (k)it- lettrED If / EKrERT/3Z ?a ntt E TeehltrerscArroNA CIO I OF etaiDrt46 " 8 „ krc c Mtinean 4 SIDES 042 ORDER TO COMPLY: Such conditions are contrary to law,you are required to correct said conditions FORTHWITH. A reinspection will be conducted on or after Inspecting Officer Occupant (Ruled lines on reverse side) i- efiki lz Y O ANACORTES FIRE DEPARTMENT Reinspect CODE ENFORCEMENT Reinspect 1016 13TH STREET,ANACORTES,WA 98221 (206)293-1925 9e coW� FIRE SAFETY INSPECTION REPORT Filet No. OCCUPANT OWNER AGENT ADDRESS TELEPHONE Bus: Home: These premises were found reasonably fire safe at this time. NOTICE OF FIRE AND SAFETY HAZARDS:An inspection has disclosed the following fire safety hazards and/or violations of the appropriate local or state code. CODE LOCATION DESCRIPTION COR. 3o`I UST PRop `DU61 aiLL E r-roq 4 3 CL/ AR s l-- U,S�.= KEEPCtqc E t � / F z.- WET E)spa .ST V .515T-E144 SO03 ¶ hnar�-- .ISLO ZEQ.Ur ,E / Ala EAs T 1-160 STOR C_ LASE_ �.��c � � s w� �� p / WEN WALL 1--A 6 t= L 51-1 E C AS C P-A BM:De. / wv\ct &op ORDER TO COMPLY: Such conditions are contrary to law, you are required to correct said conditions FORTHWITH. A reinspection will be conducted on or after • Inspecting Officer Occupant li (Ruled lines on reverse side) G11 Y O.k ANACORTES FIRE DEPARTMENT Reinspect CODE ENFORCEMENT Reinspect ,ynliM � 1016 13TH STREET,ANACORTES,WA 98221 (206)293-1925 4, 1891 `Y Date 9 COR'' FIRE SAFETY INSPECTION REPORT File Na. OCCUPANT OWNER AGENT ADDRESS TELEPHONE Bus: • Home: LJThese premises were found reasonably fire safe at this time. NOTICE OF FIRE AND SAFETY HAZARDS: An inspection has disclosed the following fire safety hazards and/or violations of the appropriate local or state code. CODE LOCATION DESCRIPTION COR. lT.I,er f-�/-!2%20Oc S o`7Are /-?L / , i sS II , S . 0 . S . Si 4.ALL aE 1RFA4r� � �L I TO C a S AUAzt_n,3LE of-A ss� / T t-I2ri Act-1ouT N F PA c,N2I.S SWILL_ eel Soo I eullQr Co APPLLtrA act ALL i DEfJ LLR-.[`' 0 Ae.eAs / LAct r.t C, (.nmpRcssr 645 5 k o .&G E. 61-1441L 1190H—{ s1-Io+P a VOE"4r=Ent, LA(3tGLc/J, cFIA.5— GO A4-1C SEP rE aX/AcEr! / taLO IC. ko5E1 CalS.�Or� SI LL oi= tiZEtz. OF 9 1-1 St-10 P OUL o2 Ge,FASF —TI-irs Goocc.L0 t-40cu0E �rtrERrv� �p ' � FStzrM<5. K I-BEcERRs1:2 /103 t 6as-frai Ru,68.rsk 5 1-ao.�.L CAE z r--1 I Arta EXiECra2 Co -ITAinlER-S. OF t3ctrc,OM-d65 / N-L touruorkGs AQEAS vEtc occuAIE=5 t ALL/cam s NAZAt S mA T FQL pWA�A6Em6Jr P(4til -- EQ , ORDER TO COMPLY: Such conditions are contrary to law, you are required to correct said conditions FORTHWITH. A reinspection will be conducted on or after Inspecting Officer Occupant (Ruled lines on reverse side) AMARCINC. ENGINEERS ARCHITECTS PLANNERS December 19, 1996 Don Measamer City of Anacortes I-sttJclv�`� P.O. Box 547 Anacortes, Washington 98221 DEC 1 1996 Re: Northern Marine, Inc. BUILDING DEPT. i Corrections Report 08-14-96 HMMP - 1920 R Ave. Anacortes, WA Dear Don, Thank you for your letter of December 13, 1996 in response to my letter of November 8, 1996. As to Items 1-8 which were a part of your Corrections Report I would first like to comment on Items 1, 4, & 7, and then 9,10 & 11. Regarding Item #1: 1 Northern Marine, as you know, leases the building at 1920 R Ave. which you indicate shows in your records as having been originally constructed and used as a B-4 occupancy for the storage of non-combustible products. Northern Marine does not use the building for the purpose of storing non- combustible products. Northern Marine uses the building for the purposes that they described when they applied for and were issued a Business License by the City of Anacortes. Being aware of the 1994 Code Section 3405, they applied for and received a Business License No. 12816 on July 19, 1995 for the stated purpose of "boat building". On January 30, 1996 Northern Marine again applied for and received an update of this license, and license #1138 was issued on January 31, 1996. In their application Northern listed their business at 1920 R Ave. as "manufacturing, custom yacht building", and that they "stored flammable or hazardous materials on site", and that those materials were "resin-poly in quantities of 110 gal.". 1215 120TH AVENUE N.E,SUITE 103 FAX: (206) 453-2213 BELLEVUE,WASHINGTON 98005 PH: (260) 453-2212 Wr Northern Marine's manufacturing of boats includes no special unique operations to build boats outside of those considered by the UBC in determining that this type of activity belongs in an "F" Division 1 occupancy. As to the paint spraying operations, they are planed at the this time to be conducted outside the building in a tented enclosure commencing sometime during the month of February, 1997. Should that plan change Northern would seek to conduct the painting operation inside in a code compliant enclosure. Regarding Item #4: We agree, those pieces of equipment generating a finely divided combustible waste are: • #14 Sander • #16 Sander These specific pieces have now or are in the process of being fitted with a method of dust collection. All other equipment generates particulate matter and chips that are not "fine". Regarding Item #7: An electrical contractor will be providing the appropriate verification of this electrical inspection shortly, it is being worked on now during the mezzanine expansion project. Regarding Item #9: This item represents a new issue, Northern Marine has asked us to address it immediately and we are doing so at this time. Regarding Item #10: This is true and we would appreciate your input as to any expectations that the City has that we should be aware of. Regarding Item #11: We will contact you soon so as to schedule an inspection. Don, Northern is working to be code-compliant in their manufacturing operations and have worked to implement those improvements required to do this in a timely manner. The biggest problem I see in the building they are in now is that it is too small for their planed production requirements, and as a result they need to be re-located by the time the present 18 month lease expires. Also you need to know that Northern appreciates your efforts to work with them during this growth period. It will be helpful if we can isolate and deal with those few"H" occupancy activities inherent in their manufacturing process in a way that be both safe and reasonably compliant while at the same time do them such that we are not required to throw the "F" occupancy baby out with the bath water. Sincerely, AM Inc. Jam s A. Schemmer. P.E. cc: Rick Auston Bud LeMieux, Northern Marine, 1920 R Avenue Dan Dingfield, Dingfield &Assoc., 2107 Elliot Ave., Suite 306, Seattle, WA 98121 Joe Forret, 2801 Commercial Avenue CITY OF ANACORTES BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY 7' 19. 943 THIS IS TO CERTIFY that the (description of building or structure): .i.P01.1C..2--00 4-%/12,w t Owner: Or1/241-4-P Street and No • 19 741 - K-(4.44-4-Son 1- Contractor: Cht.h.S.tiatr Fire Zone- W..4 Building Permit No • 3./.1 Occ. Group:V-1 1--LI Use Zone:Pi has been inspected and occupancy is hereby authorized: lb•---40 U C4,4A-EdriteilA Building Inspector 3 1 ` V - ( 1,rr rOF ANAC'( wry H,WAsIIIN( VF( )N 9M22I r'tw _ May 21, 1982 * 1891' �+ ' I , Anvil Corporation 1675 West Bakerview Road Bellingham, WA 98225 Attention: Mr. Bill Chambers Re : Site Plan Review - "Tilt-up" Building Snelson Anvil Project, Anacortes, Washington Gentlemen: City of Anacortes staff, which was comprised of the Mayor, and Public Works , Fire and Planning Departments , has reviewed the site plan for your proposed "tilt-up" storage building at the Snelson Anvil construction site. A copy of the site plan re- view form is enclosed. From review of the site plan we would submit the following requirements and comments : 1. (Item #9) It is required that a parking plan be submitted for this building. In accordance with the zoning code, this struc- ture will require a minimum of 10 parking spaces for the office portion and one space per each two employees for the warehouse (minimum of 2 spaces) . If the intent is to have more than 4 employees for the warehouse, then the parking should be increased accordingly. Therefore, the building requires a minimum of 12 spaces. The total project in addition to the parking required above will require 50-100 parking spaces, based on the zoning code requirements for Manufacturing of 1 space per 2 employees. Information supplied from the Planning Director indicates that you anticipate 100-200 employees to be employed on this site as per your application for industrial revenue bonds. I I City of Anacortes Ordinance No. 1849 makes provision for cer- tain landscape requirements for off-street parking. A copy of the ordinance is enclosed for your reference. Provisions for landscaping of the parking lot should be submitted along with the parking lot plan. In lieu of complying with provision of the landscaping ordinance, it was suggested that planting a row of trees along the west boundary of the Scott Paper site to provide site screening would be more beneficial to all con- cerned.Trees if planted shall be a minimum of 10 ' in height at the time of planting. Other associated ground cover may be planted as necessary. ADMINISTRATION 101I12TH DEPARTMENT POLICE DEPARTMENT PUBLIC LIBRARY MUSEUM OH HISTORY 1 O e93-547171 101161 STREET 10116112TH STREET 12091 9612 S3 2700T 13051 61 2 STREET-5171 12061293-51]1 12061293-31 TI (2061293-5171 12061293-2�00 (2061293-31�1 Page 2 Anvil Corporation May 21, 1982 2 . (Item #11) In order to determine the size and location of solid waste containers, we need to know what your requirements for solid waste disposal from the building are , if any. 3 . (Item #12) Installation of sidewalks may be required depending upon the location of parking for the warehouse/office building in relationship to the entrance to said building. Your site plan must be submitted showing the parking beforea determination can be made. 4 . (Item #13) With regard to a sprinkler system for the building, it is my information that installation of the sprinkler system depends on the type of building and what is in the building. It is further my understanding that the need for a sprinkler system has not been definitely determined. Information as to whether or not you are indeed going to install a sprinkler system should be forwarded to the City. Fire protection for the building and the site in general was discussed in detail . There is at present an existing hydrant located on R Avenue by the Anacortes Brass Works . A second hy- drant is presently existing on the 20" main inside the project. It was determined that another hydrant will be necessary to be placed at the north end of the existing 20" main. This coupled with an additional proposed hydrant to be placed at 17th Street and Q Avenue will provide adequate fire protection as per the requirements of the Fire Department. In addition I am informed by the Fire Chief that the Proposed 2" meter which was to be in- stalled at the time of an extension of the 16 " transmission main is not acceptable to provide adequate fire protection and a 6" FMCT, as was previously discussed, with Mr. Chambers will be required. 5 . (Item #14 ) The site plan shows an extension of a 4 " sanitary sewer northward from an existing santiary sewer manhole at 20th & R Avenue. To conform with utility extension requirements of the City of Anacortes , it will be necessary to modify this pro - posal to show extension of a 6" line north from the referenced manhole with a manhole, or a cleanout, located at the north end of the 6" extension. The new manhole, or cleanout, should be placed within the existing public right of way of R Avenue . From the proposed manhole, or cleanout, a 4 " side service can then be extended into the building. An application for sewer hookup must be made for this side service. The cost of said sewer hookup, including inspection fee, is $535 . 00 and must be paid prior to hookup. Plans for sewer extension must be submitted to the City' s engineering office prior to construction and as built plans will be required upon completion of the project. Page 3 Anvil Corportation May 21, 1982 6 . (Item #16) The site plan indicates that access to the proposed building, and also to other development on the old Scott Paper Mill site will be from R Avenue on the south and from 17th Street on the west of the property. City Ordinance No. 1857 indicates that no building permit shall be issued by the City of Anacortes for construction for any building or structure which is located in a heavy manufacturing zone unless and until improvements are made to the public street and alleys, and the storm sewer system, in accordinace with, and to the extent required, by City design standards. This would require that the access into the project site from R Avenue be paved and improved to commercial access standards. Commercial access standards stipulate that paving 40 ' in width, including concrete curb and gutter, storm drainage, street lighting as required, shall be installed. The ordinance stipulates that the Director of Public Works has certain latitude to waive all or a portion of these requirements provided that certain conditions are met. These conditions are outlined in Section 2 of Ordinance No. 1857 , a copy of which is attached. The requirement for improvement, therefore, would be to pave the R Avenue access . The width of paving would be the same as the width of the present gravel street. Some base rock may be required, but it will definitely be required that 3" of crushed gravel and 3" of asphalt concrete be placed to sustain heavy loads being placed upon this access . Also the paving will eliminate the dust problems which have occurred during recent preparation of the site. Other items which appear on the site plan check list were either not applicable to the project or were shown to staff ' s satisfaction on the plan itself. If you have any questions with regard to any of the above or you wish to discuss our comments in further detail, please contact me. Sincerely yours , CITY OF ANACORTES David M. Ford, Jr . , P.E. Director of Public Works DF:cm Enclosure cc : Jim Rice, Mayor Mike Foster , Operations Supt. Ray Iversen, Building Inspector Ian Munce , Planning Director k.. ATTACHMENT A "''""' r ACCEPTABLE HANDRAIL DETAILS • 1'/2.to2' 1'/f iv 1W L MIN. to 2' MIN. Illi 1 MIN. 1'/:Ia 2" e 3'/i MAX. . illi T4 : \ NO i d , . i.,...„, r : . . _ _ . . , NOTE: OTHER SHAPES MAYBE ACCEPTABLE 1414 .. t IF THEY PROVIDE AN EQUIVALENT GRIPPING SERVICE. 1 NOT ACCEPTABLE . S r } ;AIvX.C.YOxTgs I t itrn Tla EIVT . 1t11614001Xieet,Auacortes,WA 98221 {36Q)293-1925 Hazardous Materials Information ADDRESS: BUSINESS NAME: 192o 4R " , - - Nor-fie-gm MARINE, pnr . BUSINESS TYPE: PLAN FILE NUMBER — •' PHON&FUMBER: Zoo-4 b o c d L 3 q 4-R4o a INSTRUCTIONS: Mark any process or equipment listed below to be used inside or adjacent to building: Printing/Silk-screening ❑ Dust Producing ® Dip Tanks Cl Combustible Metal i Metal Plating ❑ Welding/Cutting IA Chemical Storage Spray Painting ❑ Flow Coaters Auto Repair ❑ Ovens/Kilns ❑ Semiconductor Fab ❑ Complete both sides of this form. Requested information can be obtained from Appendix VI-A, Uniform Fire Code (UFC) or from Material Safety Data Sheets (MSDS). All hazard classification must be in accordance with the UFC. Columns 1 through 7 shall be completed as follows: 1. CHEMICAL NAME: List the chemical name(i.e., acetone, paint thinner,etc.). A trade name with multiple chemicals shall be listed with the chemicals sub-listed. 2. C.A.S. NUMBER: If the Chemical Abstracts Service number is not listed on the MSDS,mark"NOT LISTED". 3. CONCENTRATION: List the percentage of each hazardous material in each solution or mixture. 4. CLASSIFICATION: Provide the hazard classification(s) of all materials. Flammable or combustible liquids shall be listed as a Class I-A, I-B, I-C, I, I-A. or I-B liquid. Other hazards shall be listed as corrosive, oxidizer, toxic, etc. All hazard categories shall be listed for materials with multiple hazards. Refer to Appendix VI-A in the UFC or to MSDS for classification information. 5. List the flash point for flammable and combustible liquids. List the pH for corrosives. List the LD50 oral rat or dermal rabbit for toxic and/or highly toxic materials and the LC50 inhalation rat (ihl rat) for toxic and/or highly toxic gases. List all properties that apply. 6. QUANTITIES: List the materials by weight or volume. All materials shall be uniformly listed as either U.S. equivalents or metric. Quantities must be listed for the following types of use and storage: a.) IN USE OPEN: process or use with vapors escaping to the atmosphere. b.) IN USE CLOSED: no vapors escaping to the atmosphere. c.) STORAGE: stored only(not IN USE OPEN or IN USE CLOSED). 7. LOCATION: List the physical location of all hazardous materials used or stored inside or outside building(s). The building owner or representative is responsible for completing and submitting this form prior to construction plan reviews and inspection finals. I hereby certify that the use, storage, or processing of hazardous materials will be limited as indicated on page two. Building Owner or / n t I Responsib 1 in( e-e-� �(/E 41tJ to ,_EQ._3 )vt ea /vim v PI Fe SE PRINT NAME TITLE etaA SIGNATURE DAZE OCCUPANCY CLASSIFICATION: FIRE MARSHAL: DATE: Notes: LIFESFEYIHAZ,MAT.DOC 6-26-96 PAGE I The following information shall be submitted for determination of occupancy group classification and/or inspection declaration. Any deviations may require reclassification of this building. List all of the following hazardous materials,including waste materials,used or stored in your business: Explosives or Blasting Agents Unstable(Reactive)Materials Organic Peroxides Radioactives Compressed Gases Water-Reactive Materials Oxidizers Corrosives o Flammable and Combustible Liquids Cryogenic Fluids Pyrophoric Materials Other Health Hazards Flammable Solids Highly Toxic or Toxic Materials I. :G: g .>':;: :QUANTITIES . .. 2. • P RTIES., ,,: .a. ;IN;USE.: "ti;;`:INUSE:`i a: CLASSIFICATION PRO E PENSYSTEMSTORAGE I,OC4TI01f CONCENIRATSON, :(UFCAPPENDIXVIA)' '; (FLASH POINT, "'' OPEN `.: CLOSED �' CHEMICAL NAME CAS NO. (PERCENTAGE) : (MSDS)' LD 50;.pH) SYSTEM _ t tTh - _ • 1 • PAGE 2 LIFESFfYWASMAR.DGG I , NORTHERN MARINE, INC. HAZARDOUS MATERIALS LIST I 1 In Use 1Quantities i Chemical Name CAS. No. Conc._ Class Properties Open In Use Close_d Storage (Location Polyester gel coat 1-C FP 76 deg F Styrene 67-7230 40-50 1-2 drums Storage Unit A outside Methacrylate 80-62-6 1 5 1. Polyester resin 1 C I FP 89 deg F 2 drums(resin guns) 4-6 drums Storage Unit A outside Styrene monomer 100-42-5 50 MEKP 3-A FP 140 Deg F 3 gal (resin guns) 1 drum Storage Unit 6 outside MEKP 46-709 32 - Dimethyl Phthalate 131-11-3 48 Hydrogen Peroxide 7722-84-1 3 I Methyl Ethyl Ketone_ __ 78-93-3 12 I I_ - F Acetone 67-64-1 100 1-C FP -1 deg F I 1 gal 3 gal (resin guns) 1 drum Storage Unit A outside Canutec(organic peroxide) 7722-84-1 22 1-C 2 pints Storage Unit B outside Spray paint, varied brands 3-A FP 260 deg F 30 cans Tool Room colors, 11.6-12 oz cans) - - Toluene 108088-3 6 Lacquer Thinner 1-B FP 11 deg C 1 gal Tool Room Isobutyrate 97-85-8 MEK 79-93-3 12 Butyl Acetate 123-86-4 Methanol 67-56-1 10 Toluene 108-88-3 70 Methyl Cyclohexane 108-87-2 5 Kerosene 8008-20-6 2 Ham 1 qt Cabinet Shop Varathane Liquid Plastic Comb FP 105 deg F 3 gal Tool Room Mineral Spirits 8052-31-3 50 Clear Acrylic Sealer Flam 1 gal Tool Room 1 Acrylic resin _ 10 Aromatic hydrocarbons 84 Ester - - 6 -� - — -- - - - Styrene 100 42 5 50 1-C BP 295 deg F 3 gal Storage Unit A outside SUnito Polyfair 20 gal torage outside Styrenemonomer 100 42 5 129 34 I LD50 5g/kg oral rat Sealer Glaze 1 FP 200 deg F 2 qt Storage Unit A outside Mineral Spirits 64741-41-9 5-10 Petroleum Distillates 8002-05-9 15-20 Petroleum Hydrocarbons 6741-97-5 2-5 Formaldehyde 50000 .5 Contact Cement(Weidwood) ORM-D FP 200 deg F 3 gal Tool Room Acetone 67 64 1 15-20 • Toluene 108-88-3 15 20 filespec=hazmat Naptha 164742-89-8 L30-35 i- ) ! , Diethylene Dioxide 123-91-1 <2 1 Trichloroethane 71-55-6 85-95 ACGIH 350ppm 1 Epoxy Reducer _ 1 j 2 FP 101 deg F 11 gal Tool Room Naptha 64742-95-6 152 Butyl Alcohol 71-36-3 148 _ Countercore Balsa core) I 1 BP above 500deg F 2 pallets Shop, west corner Duretec primer(green, gray) 1 2+BP 71-295 deg F ,6 gal Storage Unit A outside Styrene 100-42-5 30 S1O2 13463-67-7 5 Methyl Acetate 141-78-6 <5 MEK 78-93 3 -112 Alcohol NOS 71-36-3 1100 3 BP 158 deg F 5 gal Storage Unit A outside Core Adhesive I_ -- 2 10 gal Storage Unit A outside Styrene monomer 100-42-5 [38-43 -LD50 4.37 g/kg rat Rubinate 12-C FP 425 deg F 5 gal Storage Unit A outside Isocyanic acid 9016-87-9 100 Shellac 3 BP 158 deg F 3 gal Tool Room denatured alcohol 71 36-3 L40 Paint material (bottom paint) 3 FP 61 deg F TCC 3-10 gal Tool Room Normal Butyl Acetate 123-86-4 0.7 150 ppm, ACGIM Gum rosin 8050-09-7 9.9 500 mg/kg Cuprous oxide 1317-39-1 69.3 1 mg/m3 Tripheny Phosphate 14 6 3 ppm Xylene isomers 1330-20-7 <0.01 100 ppm Ethyl benzene 100-41-4 <0.01 100 ppm Epoxy primer BP 231 deg F 1 gal Tool Room Xylene 1330-20-7 5.7 100 ppm Ethylene Benzene 100-41-4 varies 100 ppm Epoxy resin 25068-36-6 14.6 100 ppm Toluene 108-88-3 7.7 100 ppm Butyl alcohol 71-86-3 1.2 5 ppm N-butanol 71-36-3 varies 50 ppm Super Clean (Castro!) N/A n/a 3 gal Tool Room 2-Butoxyethanol 111-76-2 varies Sodium metasilicate 6834-92-0 12 Sodium hydroxide 1310-73-2 6 3M Super 77 Spray Adhesive 12 cans Tool Room Cyclohexane 110-82-7 9 2-methylpeatane 111-76-2 <1 Dimethyl ester 115-10-6 <1 Isobutane 75-28-5 <1 Propane 74-98-6 <1 Hexane 110-54-3 <1 filespec=hazmat Solvent thinned paint comb I FP 104 deg F ] 110 gal Storage Unit A outside Stoddard solvent 8052413 24.8 Mag aluminum silicate 12174117 1 2 Cyrstalline silica 14808607 0.5 Titanium dioxide 13463677 8.9 Calcium carbonate 471341 42.3 CCA treated wood N/A FP - N/A varies outside Chromium 7440-47-3 <2 Arsenic 7440-38-2 <2 Copper 7440-50-8 <2 Cobalt Alkanoate Solution HMIS F BP>300 deg F 1 gal Storage unit B outside Cobalt 2+ethylhexanoate 136-52-7 70 Mineral spirits 8052-41-3 i24 ] 2-ehylhexanoic acid 149-57-5 16 DT 2000 metal polish FP 350 deg F 2 pints Storage unit A outside Alumina - 1344-28-1 I ACGIH 10 mg/m3 Aluminum alloys 300 lbs metal shop rack Aluminum 7429-90-5 80-99.7 Copper 7440-50-8 <10 Magnesium 7439-50-4 <10 Zinc 7440-66 6 <10 Cobalt 7440-48-6 <2 XN LD50 617mg/kg rat Iron 7439-89-6 <2 Manganese 7439-96-5 I<2 L LD509000mg/kg rat —_ Silicon 7440-21-3 <14 LD503160mg/kg rat Tin 7440-31-5 <2 Chromium 7440-47-3 <0.5 Nickel 7440-02-0 <0.7 XN LD50 9000mg/kg rat Lead 7439-92-1 <1 Carbon steel varies Metal shop Silicon 7440-21-3 <1 LD50 316mg/kg rat Vanadium 7440-62-2 <1 LD50 59mg/kg rat Bismuth 7440-69-9 <1 LD50 5g/kg --------- - - ------- -- ------- ---- - - - - - — - ------------------ Copper varies Metal shop Antimony 7440-36-0 <0.01 XN LD50100mg/kg rat Selenium 7782-49-2 <0.01 T Bismuth 7440-69-9 <0 01 LD50 5gr/kg rat Bronze varies Metal shop Silicon _ 7440-21-3 _<4 LD503160 mg/kg rat _ Manganese 7439-96-5 <4 LD50 9000mg/kg rat Cobalt 7440-48-4 <2 LD50 6170 mg/kg rat Stainless steel varies Metal shop " Chromium 7440-47-3 10-30 Iron 7439-89-6 60-88 filespec=hazmat Nickel 7440 02-0 10-27 XN LD50 9000mg/kg tit Manganese 7439-96-5 l<6 jLD50 9000mg/kg rat _ Molybdenium 7439-96-5 I<6 Silicon 7440-21-3 <2 LD50 3160mg/kg rat Cobalt 7440-48-4 <2 XN LD50 6170mg/kg rat Acetylene 74-86-2 c gas 2 bottles Metal shop Argon 7440-37-1 c gas 2 bottles Metal shop Carbon Dioxide 124-38-9 c gas 2 bottles Metal shop Oxygen 7782-44-7 c gas 2 bottles Metal shop filespec=hazmat BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD96-0247 P.O. BOX 547 APPLIED: 07/11/96 ANACORTES, WA 98221 ISSUED: 07/12/96 (206) 293-1901 EXPIRES: 07/12/97 SITE ADDRESS: 1920 R AVE ASSESSOR'S PARCEL NO. : 1920 PROJECT DESCRIPTION: ADD DOOR AND STORAGE AREA — OWNER — CONTRACTOR — LENDER MJB PROPERTIES 9125 TENTH AVENUE S SEATTLE WA 98108 TYPE OF WORK •ADD AREA (sf) VALU. . .$: 2500 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •999 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :? :? :? :? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 •? •? :? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCR $ 35.10 MD 07/12/96 5648 PRMT $ 54.00 MD 07/12/96 5648 STBC $ 4.50 MD 07/12/96 5648 I TOTAL $ 93. 60 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner's Signature 24 Hour Notice Required For All Inspections bldjrmt, Rev: 06/11/92 I APPLICATION FOR BUILDING PERMIT CITY OF ANACORTES Date May 18, 1982 Owner's Name Snelson-Anvil, Inc. Owner's Address P. O. Box 70 Anacortes, Wa. 98221 Phone No. 293-5180 Applicant's Name Daniel R. Madlung Applicant's Address P. O. Box 70 Anacortes Wa. 98221 Phone No. 293-5180 Mae Property Address 19Qt R Avenue Anacortes Washington 98221 Legal .Description of Property See Attached (Snelson-Anvil North Yard Formerly "Scott Paper Site" CUttat 44- 'Q Sri- b --Ob% --0069 Description of proposed improvement 100' X 200' Warehouse Concrete tilt up. construction �� j ( On 0. • Improved property to be used as follows Warehouse of materials ' pay Value of proposed improvement 400,000 gJ J�f 75? ©o PLOT PLAN 7614/acrk 60J. ©O Instructions: Draw a sketch of the property on the reverse side of this page or submit plot plan showing the following inforrmati/o/n: 1. Streets and alleys abutting property. ///��' ��` SO 2. North point. /veit/O(j - 55 tic 3. Size and shape of property. Sf�y21 OL? 4. Size of existing building or improvements. • 5. Size of proposed buildings or improvements. //00' .- 6. Distance of all-structures from all property lines. Applicant's or agent's sig ture Sign only after reading attached • building permit requirements. CITY OF ANACORTES BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY 943 THIS IS TO CERTIFY that the (description of building or structure): Delk 2-00 14) / Owner: aiA-A-A-4-P Street and_, CINo • / 2-0 rk aj F-41.0ar-141-Sent et- Contractor: Offisifet-Vs.P-er Fire Zone• IY A Building Permit No.: 3.11. q Occ. Group:11 If-LI Use Zone: has been inspected and occupancy is hereby authorized: lb—Co 9s4e4ARA-Ar Ig AA Building Inspector . CITY OF ANACORTES • 3 BLDG. 0 PLUMBING 0 MECHANICAL 0 PERMIT 541$ TelephOne293-5173 I . ANACORTES, WASH. DATE ' hi/I C ) 19 I YE PERMISSIQIJ IS HEREBY GRANTED TO: § r". OWNER /StEASilia A kg-7,4 /eft;5 a .'f ix'6,.21i-6:;eIAIt4 - STREET 4 - ADDRESS / 2000 24 t.../ Al-ter LOCATION WHERE WORK IS TO BE DONE " CONTRACTOR f. /rr'J .; 7-,:,.r Mi 1 TO ERECT [d' INSTALL ❑ OR REPAIR 0 1 : IN THE FOLLOWING MANNER: 1- c) 7 `Y '/6 ! 1-j,Svi-•./ :all- 1 ;o1 l r pe _J %' t - 3 kt a 4 " PERMIT EXPIRES ONE YEAR FROM DATE ISSUED 5 PLANS FOR CONSTRUCTION WERE OT, SUBMITTED WERWORK TO BE DONE BY OWNER 0 CONTRACTOR C RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE OF WORK PERMIT FEES ISSUING BUILDING ji 00 c-% Ia Cc. . GAS PIPING PLUMBING AND W.S. SEWER CONNECTION INSP. MECHANICAL - PLAN CHECK,FEE ` MISC. it f::'.'"%4) (tie ,.Jc,rc.L c ! c TOTAL z :X/ 41 /7 ,"` LEGAL DESCRIPTION • ,.. _ "C--" CITY INSPECTOR I / It I /)261 / /iC j METAL FABRICAI1ON AND WELDING SHOP W0'E x N __��L. 20'-0' In Gr' _O U 1 1 W K a >- m w 1- 0 11 IL — MAN D.DOR 1.--_ - - I L- ♦' SHELVING ABOIE G0 CHOP SAW --- o , m J J AND BELOW PPE BYN UM H— stoRIVAY aPENNG EYE WASH A� ®CHOP sAw oWN NM 3 m IEU N NE Ilya t ® @ mom 0 GRWFR PALE EILTNNRam� C „ GRINDER / win /y\ 1®JOIN 7t ©1 we SAW D6WNtECE ©DftlLL PRESS lECINICAL PANELS O p MEZIANINE LEVEL 7Y-o' mow 12 ' '' Yq�WO P :EOUPYENE TTO 0 W Y 31'-D'A 0 BMO SAW BE USED ON EONS WOODWORKING SHOP GRINDER o o 0 BELOW ew San yYq M ©VACUUM WNW © VACUUM EQUIPMENT �g T Q r ; SAW ©SNIDER (oN BOAT) 1 0 moo 10 SANDER ®GRNIDER (ON BOAT) „ .t o MEZZANINE LEVEL 1 ; €it: 1 fliER.FT. IEYPO JtEW 'L MI6 UNI0. :1f ®BM SAW IEIIANIE IEVEL IS COtrsIRUCIEn 'I., 4 0 BAND SAW irid ,LOCATIONS MIL 14 , 7—/ m LMl IS CONS RUC1ED -b O 0 CRWDER ,0 JOINER ©RADIAL ARM SAW :'—_ /3 8 ®TABLE SAW olAEawm F L ME E , Ep QIB9-1. ®ace sew o` `-P1E , . 0 DRILL PRESS BRASSWORKS PROP' Vl' x 70' OFFICE 1 I I CMINc I OFFICE WE p \1 STORAGE UNIT 'B' SOME ,ivl'•C 1—` /�� MAN DOOR o 'r-D' [_._ _PORU&E GUIDING is y__ / s1'-G k Q MR R 'A' ...e Sc .r. LC7:.- .. ,..._.._a., ),,,, ,,„__,, GUOLD:AVG DEPT Z Q J Ns___WAlER VALVE a_ SHED 41 W "R" AVENUE a 5 0. CENTERLINE S 0 W UJ Z a Z Q Q U se' GENERAL SITE PLAN AND Z °o w C DUST PRODUCING EQUIPMENT PLAN W o� Q cc SCALE: 1/16"= 1 '—On ill 1 0 16' 32' C p < STORAGE BUILDING O D CV Z 62' x `°' NOTE: SEE CITY OF ANACORTES ASBUILT UTILITY PLAN Z CI 92 Q FURNISHED BY PUBLIC WORKS ATTACHED. JOB NO. 96-035 SHEET Al CAD FILE: NMARDUST PLOT DATE: - -I 1 OF 1 0806504-i 0001 03/10/2008 002 3 Permit Fees 007893 $1 ,690.98 I, • G1 O City of Anacortes Permit#: BLD-2008-0111 904 6th Street Issue date: 03/10/2008 "lamilbromit,r P.O.Box 547 Expire date: 03/10/2009 wr •CO Anacortes, WA 98221-0547 P 014i (360) 293-1901 Job Address: 1920 RAVE Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-2377 Project: APN: P32941 Remarks: 115 FT. X 132 FT TEMPORARY FABRIC COVERED STRUCTURE TO BE REMOVED NOT LATER THAN AUGUST 31, 2008. Owner: MJB PROPERTIES Contractor: Address: 9125 10TH AVE S Address: SEATTLE WA 98108-4612 Phone: Phone: License#: General Information: Fees: Building Valuation 150000 Plan Review Fee 663 98 Lot Coverage 15180 Building Permit Fee 1,022 50 I State Building Code Fee 4.50 Total Calculated 1,690.98 Deposits/Receipts: 0.00 Total Due: 1,690.98 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL T PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION ' SIGNATURE OF OWNER OR AUTHORIZED AGENT ISS '- r BY —iI ---- I V Of L K U I ! I I I fI C I I ' I I 1, , `1 xGt ry.•IlI#p Ili :Ili , t I '" i#: }RF lIj �1 k "M N# �'" ILOY sg "Y 4� Ay 'N �l • 1,y Y � I�.f f ;¢• 'f Rk,4Mr n : Mdj' f lir ' ^ 8 €€Q+yyQ+''��}} J�� it 92 f N to t SECTION A—A LOOKING TOWARD THE SHOP 1,I1 ,t d; I ``e ,par.� .. qq {i x d I ]. •,,,i" - ,t'te' '' ' :19 , -'' ( 1 I ' 00 I 1+4'-2" LOADING PLATFORM • ) Q I r i' %� y { ,•.r.. m --0.00 (LEVEL GROUNDED) I ''.' t 0 T' �T:' I + d � A ran: . t�, i( � - � - t I `-; 1l(bi�q,;!{' ' r1", , ¢2.3ry,,.'. > I I % i=."..r k .4.k X x i t :=:4 5.' O C I: F % r• -__-__..--__-- .—_-. W 1 7 I � ° " tv $4 z s '. U z 2 M 1 �- SEE PLAN VIEW 7 W o I M l 41 Y. O E ��p, # , J 171.-IA" GROUNDti1 I I :TrNTI0N I I � O IP 4 !. {P 4� I • r .. T C'- FL r. :I 1 Y.1, O J o I 4 ' ° hm , + I +-0.00 (LEVEL GROUNDED) ' itM1 ?,°l • r „,„tot, ► •-I Li 4 * -�1 ky 41 p "ry Wn 38'-11 " A` S ,V z / A a 1 .;ry Zan STREET 1 1� S , ', 38'-8�" Iti 3,1 j `` 1 s v Ja. I-to I + 3y i Vf'k TS>+ e I V I K 6 I"'r �I' u'e,, jp6 ' �' B I • :T'ih `t 3 `' f ^ I 21st STREET IN " -}Sk"ti -.Y{n �— r?It a 441a s °P R , a , - < vE �1 A } 4a �'�;I ''1 I PLAN OF SITUATION I PLAN VIEW — - — -- - a1�t ,s/ 1i ,, •A« _- I PLAN VIEW LOOKING TROUGH THE TENT � y kit b I w ,.l.5", 1 4, 1., { F i "u i. IF O IIIt ,,,t 0.41I Wytts I -— 14' l;t 5 _ W I 5 Y3�+- I J �� « } j+-0.00 (LEVEL GROUNDED) W I I k' Z a iO N-FL 4" THICK. HI' 4 ' THICK S- I I 4" THICK f j ` i �p+ .ti,l nNGRFTF PAn ":, 1 �-�-- SECTION Z—Z " "; IF PAP c•rxar,PFTF IFAn ,. r e.,- : ,; �.., I I 0 1 4I ' '.4.4V , -�_--' ram--III.•-- -- _ d t'Idu -'t, , I I a rl5.p , df i y':m ' b 2 1 1I+' ' "W' . +-0.00 (LEVEL GROUNDED)I * I. yy�d 29'-1 TO END PLATFORM 5'—� I 64'-10i" TO END PLATFORM - - -- - - -- - - z - - o- z 4 N1 i ,j r„•� I„� ' .,,,. 4 PLAN VIEW u t III "d ',i„it, { If,, ' 1iA Mpy ,e 1#0 Oi, N „, 4"- ` ' i agI t�€ t •: # cnil sfit 4-2 .. 23. 71.. Arno, � I "' I7 PLATFORM FRONT EDGE PLATFORM FRONT EDGE tmtt# Id i�'� 11�P�r lip 3 iI I "UN [� '�.•��"�yy-� ❑ ,101 F ON : I„':INN l,r . 1:114r77 � # HOLE ON GROUND DETAIL 1� I #f r Sf ' '' r I 34'-3�"1- AI r r PLAN VIEW 7, i <I a 3 ¢ o +4'-2" LOADING PLATFOP1.1 �./ )1.' r :. 410 .. . -' N i ] ik : ab a /C , 1 ln Q Nh j " +' ,Iq --- ---- - - - - -- - - - I Lp trAt wi �d + , N t{'Iij: I' l'i rlItItft � IS, + l x . '# ! .,,, I A ' 9 q r i 1I, ' t, ^: �3. REFERENCES I K <1 'Ii •` « . .k. i,3 3 ,.,., - REFERENCES NOTES x a " CIT`V F 1 TES pERM1 r l,ENTEb v.1 s , irk , , 6,i1' 2 APPROVED PLANS #r4 N 114 j I 0ERMIT No. c6 ` Z�3--- o-i 7 (Tl — — A DD/MM/YY 1 1 DESCRIPTION ;. 4 , T ADURE§§ : L �o:G 12� C��j REV DATE N Sht # DESCRIPTION BY REVISION HISTORY �� BMW ORACLE RACING BMW ORACLE RACING Er1T APPRGj>vi€® @ �w1Gi 33rd AMERICA'S CUP CLASS YACHT PORT AMERICA'S CUP STRUCTURES R&D I ANACORTES i# " yfkllMl I � �„ I" SuB4gOTTO 1 0INSPECTION. OvERS1,G " t ., ' § OR ��M R1 ®N E � 1n MUELLE DE ADUANA 1920 R AVENUE 111i 'I �1'1`9 "�i LubE�'1. ,� w /� 46024 VALENCIA ANACORTES, WA 98221 ..,y,, ORACLE Fox +34 96 367 658 Ph>tne +1 360 588-9 !In? I I I% n SECTION C— C Y ,�1` Fox : +34 96 367 66 5 Fox : +1 360 588-9428 dl f Idlk" I ha '� Y'' :' t! a @ I,'I LOOKING TOWARD THE SEA BMW W,A' II 1�' ,b? �I, I' - -- - . l DIRECTORY Racing kl ai P :� '. I J"Al. ,,;I 11 a.. s I ( � I'I' DRAWING_DIRECTORY_PATH REV 1 ,' N 9p;?' I '' n DRAWING NUMBER TITLE — I*.I I' 1 1 A EMBLY_TENT_OUTSIDE_SHOP � 1p I - ' _7" I ADING PLATFORM DWN DATE PSPACE SHEET NAME SHEET tiaI , I`p ` �II7 �a4 1 I CKD RAC DA�05/02/08 ! i ASSEMBLY TENT 1 OF 1 I *'", •,,,4pa,, • I CON DATE ----- SIZE SCALE 7 `; ''I � 1k, � a ,8'-8 "-- '- -,6'-48 APVD DATE v _____ Al AS NOTED fln ' fi ITf,T",� .' V� ,AlAi fiI N•�.? II " - �' I THIS DOCUMENT AND THE INFORMATION IT CONTAINS ARE PROPERTY OF @ktJp( " ! I/ I I I ' I n r ORACLE Racing AND CONFIDENTIAL. THEY SHALL NOT BE REPRODUCED NOR . ------------ _...----- - - _____ , ....__ --- ___, , --- - --- I r !1 ! I . . ;1 „h, :: . ., , , , ' lioli. ., .-- : : .: L : C' ! i I ! . ..- : c •,', fl '' 1. !.i --- ' - '.1 ! , ., : .P • ! . --- :: : : Ft ., :: : , -- • --- . --- .,1 , 1 , 11 !I 1! li! I, . 1. r.1 ;1 1111 IH CO . .•••• 4 mgl ,.1t 11 11 ' H1 II 1 1 , Lin Ignir connction , ,, . , vLs ?. , roof bracing 01111111°11 : . I ' •1 0°.r CP H • I H, :11 .E CO 0 CO r'l . , , • , I , -1901K ', I ; i • connection - • , . i 0 , „ .7 • i... ... roof bracing / 7 „ • .. ., : . . 7 . -, ,: . :, :,,, , 7 ' . •., '1 , 31: 1 . I , ,, / . 1. 1 ,H, : : I ‘ .' -, ,, ,.0 *1! 0 ., , 1 1 1 ' 1 CNI I „ ..„ I connection / , „ I . . . I wall bracing / ,‘ I -:: • I :I: :,, , In , .. ..„ I I / ‘, I • + , / •, . : 1:',,, -s\-- — ________________ .. - . !, I : . , ,_,,, 39880 500/ / 500 ' ,, . . . , . , 300/,( / / : im .., il _ 40180 5000 / / / I: i 1 ; :: I 1 I I 1) 111 1 II 1' . - % \ •• • , \ • 1 ' . /./ \. • anchoring configuration : , \ . . .. ./ . , , , . .. ./ .. ./ o ... / ./ ,', ,. , , . 0.• o .. ./ .. ./ per frame pole gable o . •./ \. ./ , • , r, ,,,,, LI1 \. / \ / • • !!) \ ./ \. ./ per 2nd frame pole ( brac , • i, .. ./ ,.. ./ , • , , , , \. ./ .. .// / per inferior frame pole .. . \. .6' 11 i 1 1 • 1 ' \. ./ \ •. ./ j 11 • Hil 1 N , / \• •/ per gable pole outside , , .1., • , 1, , - • ,,, I ; \ c; ' .1 ,:p • HI ....1 per gable pole centre .• - , „ . ./ .. ./ ... : T ./ \ ./ \ I ./ \. ./ \ Diese Zeichnung dart ohne unsere MaRstab: 11100 / • ./ •. Genehmigung weder kopiert noch ,:l Ty ', '1 •!H ./ •. / •. dritten Personen oder Konkurrenz- , to ./ •. / •. LOB R4ER fimen zugangtich gemacht werden . . : , ,.i , cz:t ./ N. / N. ( Par, 1S, 18 d. RG. v. 19.06.1901 ) : , , .:, - o / • . ./ •. Datum: Name / \ /./ \: Bearb. 06.03.08 BKo . N. . \ , ./ \. ./ s.. Gepr. / • / N. I ., Ges. ./ •. ./ • , / • / • . ,.,:i: 1 r.i,„:,,,fIH - / • Si.., • t..t. _ . _ . _ . _ . _ . _ . _ . _ . _ . 1- . — . — . ...- . — . — . -4(...- — --. -4- 1....-1. I 1 1 I FreimaVoleranzen Zeichn. W.; 1 ! ! KJ 11 II 1 II li II1 I nach DIN 7168-mittel ,u1.1: _.: :, 1 . Index Anderung I Datum Name Ersatz fan , . it , , : ,' il ,, I, _ .. . ___----------------- __----------------- . -....---------- - .- .. si !.,*wow,.„•.i..re-^- r • \ .0"... . ..0". • .0'... \ . /*dr . • . it \ t' , , A .: . .\. • . . . I , .:..\. . i, 4.... . . . .\ . ‘.,.i,,!.L:i , \ ,]'0..\,\ . • I .\,„...„” .;. •.r L\ ;.• Cc. . ...-- . -- .• . .....- • • ,c. .7..k. • 1\ ','"- 1 's ...1. ' \'ssi,,- • ., . ' ik , \ A4, 1 \ . ..0°... • . 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I o ~ VI' III I Inm Irl � I° r ' ., 30 R :, ,, 6 i I I 1 I !I ], u-, I I I "9ll" I ', , 'leill ,' .O O 0 0 0 0 0 0 0 0 0 0 i!_ii 0 0 :f_ii 0 - 1 I' co o 0 0 0 0 ri o o PI o 1' f " ��—O 0 0 0 0 0 0 0 , 4r. t II1° I 1200 200i, Ohne dal ,I'I '. ,I', 1 Ig ., / /.nzQ u q wider Ili III 1 N A'—"T' p ,:,, ; , I; / 500 / LO BER ER go c frmen a Donne I ` Y ILeearb 29.0108 91 / 5000 / 5000 / 5000 / I1 :i d i III I' 1 l [ 1, -i �, 35000 Get" ;1 ,ihl � ,. 1 35500 'I; II I ; . / ' , Index Anderung Datum Name Ersatz Mr: , �} i V 9, t C hi 11 p� {! €1 ..1M.'14 031 6i 4-1 0001 05.11612 J2 002 4 ems I: Fees CO7695 $$1 .54ti.'"4 GZS © City of Anacortes Permit#: BLD-2008-0257 904 6th Street Issue date: 05/16/2008 P.O.Box 547 Expire date: 05/16/2009 s�, t Anacortes, WA 98221-0547 (360) 293-1901 COW kHr. Job Address: 1920 RAVE Permit Type: Commercial Building Permit ANACORTES WA 98221-2377 Project: APN: P32941 Remarks: Construct temporary offices for boat building facility for a period not to exceed 1 year as identified on the approved site plan Owner: MJB PROPERTIES Contractor: Address: 9125 10TH AVE S Address: SEATTLE WA 98108-4612 Phone: Phone: License#: General Information: Fees: Building Valuation 123000 Plan Review Deposit 293.38 Sewer Inspection Fee 50.00 Building Permit Fee 903.70 State Building Code Fee 4.50 Plan Review Fee 293.38 Total Calculated: 1,544 96 Deposits/Receipts: 0.00 Total Due: 1,544 96 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER O AUTHORIZED AGENT IS ED B/ LK pi I C i R 8 --- 16' NEW 28' GnOUNCEC EXTENTON 8 I SECTION A—A LOOKING TOWARD THE SHOP 0 $+-DOO (LEvrL CROUNDED) ' 1 I G o - 1+4'--2" LOADING PLATFORM m — -- mCC L Q o 00 7 U z II Y _I !' ! J i CONCRETE iPAD ,o r 8 --- - —_an1 - .---- + '. 'I. w_117• aEVE c,0 N z :'r'E 381_8k m r1I 13---- - _ _ _ _ _ _ _ __ _ _ OFFICE mom la a 1 • MEETING 4 I ROOM Tif M -- - I I 1 _ - � r [-I I zo STREET h 7 \\.(\, '{M t • 1442 A" Twirl, - - - 01' F PAD ^ _ ? i 1__, I +, - - — I — 2fet STREET 1 1 1 \ , __ r . , i ,..,. ` PLAN OF SITUATION 1 Ts. I ! I I I " . 5 R , -II A 74'-1D PLAN VIEW 5 �r4,4,_ 1 I i j 1vr — - K ❑ n Wit.: ,L i € •,. _ I .I I I ' I A r IC[. II 1 P-FL a TIIC 5-r1 4' ,. l ; . CONCRETE PAD Cn.rm-v' x ,. __. "r'rF�"r PLAN VIEW . +-0.00 (LEA' bR0UN01.U) _ _ f'1 �- / LOOKING TROUGH THE TENT .�, yf .. I I + ;-,.rn„ nrr; ,rni wnrnl 4• , R AVENUE I— SECTION Z-Z {- I 4 p. , ) 4 I I I I ___ — _ 1 ,-7, w- I I • i. N3 A' THICK 11 ` 1;:: PAD S• - 5' .__—- war- 29'-1 TO _ _ 64.-10 " TO t END PLATFORM END PLATFORM I == 1 _ 0 -- - [i1 �1= Z - - -2-- PLAN VIEW rah RESTROOMS i IN ' f , �N - } ) P TF RM PLATFORM ON 0 RL 3 I f*of '• _ - G � a FRONTEDGE FRONTEDGE X"s ' ' 4. ' PINT ^r, RESTROOMS i HOLE IN GROUND DETAIL :IL{ N PLAN VIEW f s + ...,: PNAOORTES r 1:.HMI 411 I V � 1: a- E P • ., =ERPa,IT yO _ 7-1(:)C" Oc% • 1 , ; 2 _ ADURESS .Q 21 .0 / 2 ' ; (Tl APPROVED By. 5 MG cl fo.ii, I . ... SUBJECT TO FI JSPECTIO . OvERSIGItr _;,; OR V;OLAT'O F CODE IS NOT INCLUDED. x:;:1 • BMW ORACLE RACING BMW ORACLE RACING 33rd AMERICA'S CUP CLASS YACHT PORT AMERICA'S CUP STRUCTURES R&D I ANACORTES 'i- C' m h• 46024 VALENCIA ANACORTES, WA 98221 MUSEPLNDE ADUANA 19USA AVENUE II �` ORACLE Phone : +34 96 367 6586 Phone : +1 360 588-9428 I SECTION C— C Fax : +34 96 367 6615 Fax : +1 360 586-9267 ,, LOOKING TOWARD THE SEA BMW ORACLE Racing yA:• I DRAWING DIRECTORY PATH DRAWING_DIRECTORY_PATH -'7 I DRAWING NUMBER TITLE REV .,., i , 1 I•• I „AIIIII' IIrll ,p , ASSEMBLY_TENT_OUTSIDE_SHOP 9 1 DwN RAC DA�05/02/08 PSPACE SHEET NAME SHEET CKD DATE ASSEMBLY TENT 1 OF 1 ' 1 CON DATE SIZE SCALE e �� 7, Al AS NOTED APVD DATE _�� ' '+,,,, THIS DOCUMENT AND THE INFORMATION IT CONTAINS ARE PROPERTY OF MINI I•`' . I I 4 I I I 1 n ORACLLR cinQ AND CONFIDENTIAL. THEY SHALL NOT BE REPRODUCED NOR 0731804-1 0002 11/14/200 7 002 4 © Cit of Anacortes Permit Fees 007695 $9955.73 j j Y Permit#: BLD-2007-0809 904 6th Street Issue date: 11/14/2007 `!"0 P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 11/13/2008 (360) 293-1901 Job Address: 1920 RAVE Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-2377 Project: APN: P32941 Remarks: Dust collection system for manufacturing facility and temporary mezzanine. Owner: MJB PROPERTIES Contractor: CORE BUILDERS Address: 9125 10TH AVE S Address: 1920 RAVE SEATTLE WA 98108-4612 ANACORTES WA 98221-2377 Phone: (206)762-9125 Phone: (360)588-9428 License#: General Information: Fees: Building Valuation 60000 Plan Review Fee 374.73 Building Permit Fee 576.50 State Building Code Fee 4.50 Total Calculated: 955.73 Deposits/Receipts: 0.00 Total Due: 955.73 • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY CORE BUILDERS PH:360 588-9428 FAX-360 588-9467 Dear Don Measamer The following process and materials handling description is to assure all parties are aware of any hazardous materials present and the method we use to assure hazardous materials and process's are conducted in the safest possible ways.All MSDS documents are on file at the shop and can be reviewed as you wish. In terms of the big picture we use pre-impregnated carbon fiber to create racing yachts. The pre-impregnated carbon fiber is stored at—18 degrees Celsius so the resin that is held in the carbon fiber stays in active.We lay the carbon fiber in molds at room temperature at which point the resin is just tacky enough to be held in place on the mold.While laying the carbon workers just wear cotton gloves and there are no fumes emitted so respirators are not needed.To cook the part we use a modular oven and cook the parts at 90 degrees Celsius. For the oven itself we follow code requirements for a class A, fuel-fired ovens are contained in NFPA 86. The main items of special attention for us is having exhaust fans that can evacuate 4 times the volume of the oven in 10 minutes out of the building and having carbon monoxide detectors in and out of the oven to make sure it is safe in and out of the oven at all times. One area that we take great care in is the secondary bonding of carbon parts and the use of solvents and adhesives that go along with the process. For solvents we use EP-921 and Teksol EP instead of Acetone. Both products were developed for the Air force to meet the most stringent environmental standards. EP- 921 is a citrus-based solvent that is not flammable thus meeting standards for its use around jet engines.Teksol EP is a secondary citrus based adhesive that is used to take off all residue of the EP-921 and again is not flammable thus meeting standards needed to work around jet engines. The use of acetone is only used for bonding preparation and we only use medical grade acetone,which provides us with zero contamination to bonding surfaces and has less contaminants which are harmful for the user.We store all acetone for use in special dispensing containers that a person must press an applicator to get any acetone out, so there is less chance of spills and breathing of vapors.We store our stock and dispensing containers in a steel fireproof cabinet where we store about 7.5 quarts in dispensing containers and 4 gallons in stock for refilling containers.All solvents are stored in their own steel fireproof locker away from other substances. The adhesives we use are many and varied to cope to the specialized areas of bonding we encounter.All adhesives and epoxies that need to be mixed are done so in a special room with a downdraft table that has a high-powered fan that was CORE BUILDERS PH•360 588-9428 FAX-360 588-9467 made to be utilized around vapors. One steel locker contains various specialized epoxies, gallon of rubber toughened, gallon of core splice adhesive and a gallon of cartridge dispensed rubber toughened epoxy. A second cabinet contains epoxy resin generally used for mold construction with a maximum stock of 25 gallons stored inside while any over stock is kept in a separate steel cabinet kept outside of the building.A third steel cabinet contains various paints and sealers. Most of the paint and sealers used is for sealing up mold surfaces by hand. Large-scale painting will not occur on site so quantities are quite small with a maximum of 25 gallons of paint products inside at any point with larger stock stored outside in steel cabinets. Dust is a large concern of ours for environmental concerns as well as to assure we bond items with great effectiveness. Dust to us on the job is like flowering dough before you roll it out to assure it does not stick but in our world everything must stick so dust is the enemy. All power tools run along with portable vacuums. We have larger vacuum cleaners with snorkel inlets that can be positioned over jobs thus providing a semi-static powerful vacuum for larger jobs. It is workshop policy to have all vacuums cleaned out every Friday thus assuring proper servicing and functionality. The wood shop has a designed dust collector system and specifics are being provided along with this letter to make sure the design meets the standards of the city.We set up a special grinding room for any part that can be wheeled in so dust is completely separated from the shop. This room has its own special dust collector so any media, not wood does not interact with the woodshop dust collection system.This room has also been designed and plans have been attached for more specific information for its dust collection system. Both dust collection systems have been designed with the help of the manufacturer and will be installed f by Superior Systems a local and very experienced installer. Core Builders tries very hard to drive home a clean workplace to all our workers which serves the safety of all involved and the process's we do. Please let us know if you would like any more information or more specific about any of the materials or process's we do and we will be happy to comply. Thanks Chris Sitzenstock 206-595-8213 CORE BUILDERS 1920 R Avenue Anacortes,WA 98221 USA . 0 or Tt----11:. 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(5) Reciatta) [TAG COLUMN: COL #2", "COL #3", 'COL #4", 'COL #5', & 'COL #14 ON BOTTOM CF SASE PLATE) f EACH CONSISTING OF nit: FCLL0W14S: 0 amg (1) MN: 12* o 12" x 5/2" NAV KATE (w/ (4) ATCHON 1101,T4) Cs, 111 e E 0 ONE (I) EAONt 11* x 5-' x 1/4" IOU SQUARE TUBE x 12-11 3/5"LONO (133.31r) 0 ou (3) Eloil 4 A 3 It 1/4" ois Attu:CUP k a I/a4 il ONO (w/ ( ) suns) ke.op.fielg „ugt wut -1.r. a TWO (2) MK: 3" x 3* x 3/le" 2101110TUNAL 44121 Cup *ye"...• v + a ONE(1) EACH: r it 3*x Vie STRUCTONAL otAIGLE CLIP / 5' 1.3Ne 1 tiT --1. tir 1 i/44.1 aiDQVII 06-740., DETAIL OF C) - "--; 17,====m— = ,— -...=.-7 - . 19,40_,.....„....._ gor, --.-604,,V441 illialim. , ,0 ..0110=, 4:mm......vt4 ,rrrjfgrm... ' t 1 4 -, 4aPriAl 1 4.747 Int.SIVO i 1,,s,..,#,., idisi_....._ ._ .. _. .. . . _ ... f_.......,..". - , 4-i,-- . - ' ' .........._ . - ,..°) o o —,,,,,y.N Mg 4 / ,, ..0' k:5) 2 n .,....41.)„.0 Oil- ,--- ------1 ' ly.....,__0 ,1 -I;v4. we1 _,,, , , — .. 1 .. A I I..—..._.,— 0 ir•,, i- — . - ...3. 1 (D, tf t.Y., RC', '',+ —"........."4.>" I: 1.1.004 out -- .......r '7 Li,. 4. , . ._ - i . , . ',„,,,). .14. 1104 ,• 0.‘ ., , A . ,.. 0 : - ".›,/ ),''' , i---0 ve---I s 4.,4v• -, (4 tetr. CENTER COLUMN FOR 12," DEEP D1EZZ. BEAM — 1:5'—0" TALL (1) REQUIRED (TAG COLUMN: "COL. #15 , 4173, #7 7, 8c 0113 ON 130TTOM OF EAS',':, PLATE] -n. EACH OONSIST1NG OF THE ECLLOW NG: .."•••1 ONE (1) EACH; 12' x 12" x 5 16" IMei InATIE, (IV '1'4-1 Atilliati Hata) :, I , r,•.,, 0 01•111 (I) EH; gr sr, 6" x 1/4° WALL 3+21JAME ititie 4 12.-1/ .5,,Er I.C410 (165.376") L: .. . .......--------- .. 1.... —...... .4"-. I. 0 FOUR (4) EACH 4' x 3" x 1/4' 170114E0 ANOLF e.1.14- x e 1/2" 1.0140 (1v/ (3) WIT'S) fx/w a&Now V 1010i 0 TWO (2.) F.AC4i: 3" x 3" x 3/164 31"F1,A,ITURAL,41,A31..e C1.1, x 3" LONG till 0 11110 (2) EX:11: 3" x 3" x 3/1,6" 31-RMIUR,41k1..MAL Ct.? x 6" LONG; 1 1,2,1"-{tgrill 1 1,-1 t/te , 1/41-, 1-s• r 1 [--"'—1 1,..s IT-V1(irilmatakt4. ,,to it'r.,,,jUiy;,,lIQ' ' On , ,..• 1 ...::: \-11 4114 '''''MW:'..1 7:::::±7.;;;- --,.,-......- '' -""*----------'--- 1 !j.- film 4 1 ':,... . ..• ---- .."1r, .411 ] -..-. r „,,r4;:--' 4r47::::''' '4441* Q''....., F--- ,..„.,. ___„,„„ ,I, ,.. . PP 1 r F ii:"'''"" 1 ,.... i Vg.4. ,,re..' /.4 L , . 1,.._ le, -- ours me CONTILEVER COLO tAN FOR lr DEEP MEZZ. SEM - 12',-0''' 1'Al— ( ) REcturien BAG COU"itt ",DO. fie a: "COL Fl 3" ON 8017041 OF RASE FLAIL': -------3' It FAA CONSISTING OF THE FOLLOW NO: + E 104:44 mot' .....T I) ONE 09 03,1: It A 1,1" 54 Ms"nokstr (111 r.4 AMO 3 4 R 14)1,Ers) E) OK (1) tEk141 8" x 4" I/4 MI SQUARE NOE x W,-11 3/ii"LOW (143 VW) t il L ne VA,MU 0 ?AEI (ti) EACH: ,:11" e x 311le SIMIUNAL ANOLt liP )1 r LONG 4.. L 4, v" i lir fri we 1-v1 11: r4.1 DEL or® mr*Ir. *' ,- ., *tazir-'44..'lx; I'llnrii!".. .ftErr.—.711t1 r., ,* __ _ _ _ 1 ' .. . (r) ,...04:3,. '....., ..100M r ,p4P.M..- Mr " ‘."' /.....................1.h..h...‘01 OA r A 1 I ' 4,/ 5-1‘":Cs,,--; ' , 0 ( '.1,.. 1 a M14 Iliitti t . tk / ,,, k) + 4' t ''r. 4 44 i r't 4/ (Y (t9 MIDDLE CANIILEVER COLUMN FOR 12" DEEP ME21. DS* — 12'-0 NMI *" ri ( ) REQUIRED (TAG COLUMN: 'COL #9". "c)i... pc', "act #1 i". & "COL #12" ON earrom ,)F BASE' FLAT] 7C----- EACH CONSISTING OF THE FOLLOWING; ,00.01000010000 0,. COM 0) OW 12' A i 2'''' X 5/ge anE Win. (Ati (4) it4OOR IIO rS) ;'-' ",,,„ CN (I) FACit 1r x -11" 3 1/4 ttef,th sotlitt 1.1.4E, g in 3/3"toti3 (14L$70 1 6,ma NV 1 • a.....-..4.m. .....1.1 4' T3,0 (2) Enth 3' x r 3 316" VIROOTUfitk&NMI CtIP 3 3', ow, t Vie" EMUtrIlift1/4. meit cup g 0.4 tag i rir 3j7flijr:t. I me 3-tt . , 41 -2=a01,2_,k44::* IT,e'-mi 1 tool..; INOV] *at ...T.,aggeoatri I[S,:aIRMI aftaganariCe;.44ti , NA ....t. L 1 ..‘:',‘ WAIL OF QL) OETAit Or C) ' ' .... ma, ....,...**,.......,........,....,., ...-0010 - ,- i • -, .— --— ..,..,w,,.„,.,., ,,,6';tir m,...—..,.,,»...._,.....:' .... ..,,M.,.,,,,.. ,.,, * t f#'e'.m...,.,+ s1 il a.A, dFi 40/cr. . . ,,^ s 4/4 C 1 / 1 tell 0/17P :::::i "-. ".ea f7.a g,� r ......„- ,,,,i.„. .........0 ..- , 1 �. � v0.eu9'auWY emnq'mxYio+�.'b.fPin'i. V iw y P f, i � 1M XI t_I # (I E:PCE;. C:'2" PCB?! <;? C i 6NE I., €4t NA * ; —1"' t.t 6 ',I/ { ) c1O1 ' CLIPS) // LONG &F 'i EEEi Pc i ill ", t w` t IY3to 1221 Ent*:: sr cum :g 12 1 ' L a (w/ 0 ) 1 unia Lisa -) N . x EAU../ * 'rL "i��F£ rages 1 i;...,._A 411111 ,..,..- - ()- 'C''... .. '^•,..,, • 4:. .4.: ., 4-A/leg g , • ,6 6 t/6" tr[4—t• 14... '''ci• tir ;c„744. 1 2 - ..„,..0'°" ',---- ,,,,,- i'-i DI:* ,---ggl / \ r ,, , L........ q ... C i 7 ''''s,, ...--..- ,..................- , , I . pipe to,.Mtg., iv...,,,,..............t... te ow 41944 +it' POST-T0- $1 C-114C,IE:f4 - 12' Dpr-:, ir)r,,,,A,:f) e.,7.1.0,1N4E.t„. .liet,h4 —','....,:z lirt.- u.„Ne,. .„,.............—. '1) czoullitc (ix; r4 in/E:ri r:1E.iiivi: '02-,L'' -. It',"1 1/4* . - 4- 1:4C0 C)Ntc,-.3/114 OF 341; FI'd,LiWItC4.1 (4%"''','' OK (11 Efi44 CI alP rOrikAtEr, C:Ailltigi. BL:AL x v:''—',1 Lie 1,p-,0 'IV (.1:, ,,,;;31'all) --i'...41fr r_ f'2..',.. JRttoL (4) L:,:40,-.4,- 41'' zt r ;1: 'iirt,' (";ALIT.644c-'11 40,1TrA314 ,., t 1;4'i" i„Oi‘,,k, 1 Iii (31 StiO7,,,,;': \ ciE tAyour rot oirili or N....- \ ITHI-S MO (11(41. , , 2. :4 SOALE HOLE LAYOUT Mit 8,0TrOlti Or SEAgmjill 'Ng, OICS END ONLY) 2 x SCALE . . 1:1,,,crligigilicts,,.. it^-.14 ig gi..p , AO, '—'-- '-----""---'—'—''-'.--":1.--1441.!!%,:ii*kii..,q4.0---.- Pa'''''''irr..140"4•E ". % ''' . i .............................. ..... _ . ., ,..... ,., 1 .—,.. ..., . (11,..........p,...........,411, ,v1.1..e -../..V.,,.tl 401,1,-wet,ow.,or.1..,,*o...,g1MMM.M..............1 ff '''' i'''''''''...'"""'-'m."0'•.0 tee'....raero-,..1.11.1.Ihie,..— teq r 0‘4•1144..4, 1 ,.. „ 4- ..,-',..--- .•'.1., • ! i r ,--r,;:...a74:;:=::;,-;;;=4-,-,;.:,=,7=i -trz.,,zra:c1.:==7.= I ,.:I ''...,,, . ," vf, 41, \ i 4 1., \ .—totr tat oag s.„ / 4,- •,---- `.•,,,,, / •••,,,,, ii POS1-10-- tAt Oift:IES - 1 " 1fl r-OFIAD CI-ANNEL 3177.„4141 - ,)',--2 1).'4'' LoPto3 i , , - 4:sroommargou.a....4 P.F.....' ' 1;'1E(.;LPFIED ErAq (AR3ER Brailtit A;2--FIll i ,[0,Oa:2 31.1:41,117141411'001 i:: IROP'"1""' VAtil e.'i')P45.1S1IIIO OF Olt:IllarAlt4 , 410Z * I iiV-. -4*, x 1) UNE (I Et0,-!: or FOIMill) 4AANNEL MAO 14 ir--1, TAti" 1.)40 (V :(1°) Ji3F,T(4,1K) *4*,.....Itm,ra aw o,ttatm....v4 O., I. I i iI ) foL4t 44) l'APII4 t" :4 •It' *, li ''' tIDikkiti) illt+AJ! JOST CLOS :t a I/2' LottO 44*/ (41) $10V) : . 0, ....,„,,,,.....1",....,,,,t„.41160..... \LAYOUT RR QM OP OfiWilf CIHIS ONO OLY) / KM VIIIII iIIIR utairom G.:*KAM,,,,, 2 X cti: (10$ NU OILY) rer 2 3 SCALE ',,,,, .• r*Alk4- . ;.,.t.„.;,:.a,...t,•;.1..t;,',G1'.:,.,... , '‘‘,:l. ',"•`-,.: ,:;1,:,4th,....:,,,..'7,,,..,.ii.i..,,,,.. ...z,.,i.,. -1. 7., 7.--..--7 7..7::....:,7 =7....::-.::'.,,,-,:::„."-:,-:::.7,4-'.7:, i•1-1'1"-.-i;riff .git'..;: oaf .17k.--:iit.r.--7.r,,,,-,-*077,--,,711-4.11-rit—iiii,'7:--;,::::,--:::Tit;',itAli4f1,6',.oriiri•I'::::,t It7i7pr' W04-1140* Ak'b lit Ili i 0 4 AP Ili./''''' ' ''''''''''er } -Tr + .eii Jr iski.'61- r` J 4. s 0 Jr 4. 0 to M (5 VitoW01",...,001.,-_,,a woo ° ,ta 07** °,s 0014 e �ust ON 11•-11 or 1d-to 1/Y ...-.-4 1/2• 9/-4" ..--4 1/r ' /Y �-4 yr 2 10•olA MOIL • + + + t + + + + • • J2—A • • + + + + + + + + + + • , n•-n 1/2- 1o.-I1 yr4 1 — a-a yr a 1/2• a-11• ----4 1/r - 4y-V �--4 1/2' irso olt.MOIL to yr • + + + + + + • + + + +• J2—B • • + + + + + + + + + + • I - - 11•-11 I/Y .--.,�—�..�..-.. 11'-2 1/2" 4 f-2. 4 1/Y Y 4 t 4 yr 11/10‘,1600A.HOLE 1•-I yr 1:1: t + + + J2—C + + + + + +• • rl+ ++ + + + + + + + • /t'-it 1/2' aa• --- 41/2'�1 i'1 _-4 1/2' 1l', 1 t/Y 4 t/Y • + + + + + + • • J2—D • LMieeA>BawmawsooxveYoasre»�m1c il• + + + + + + • \--\0 ,7" `•r~'u'...rr�''"'a'�_ _ten. 1 \1�' s 20'x CV MEZZANINE I t i� - BFJ1M5'J2-ai,"J2-8"'"12-C","J2-D" NOTE: �131 f r N01.E OEfMLS FOR UIT-2; ;t211-9 1.0) USE A TOTAL OF FOUR (4) "J2" 40I5T BEAMS FROM DRAWING 07-5100-016 —�1tti -....• „� '� 1 I re IprWC I 11,7 �" r� ., — "..."una ; =N 'ci-17-01'.••• 1/F t taro►-eto0 07-5100-024 l u OEM ME ELEWN1ON NEWT FOR SRAM ASSF UOAnaO ,._-, .a.M r r `~" r ri 0 0 0 0 a,/a' lWIC as WEE a,/r r I r'�" 10 RE 1R410231R OWED 24 nap ONCE un-our CAW MT a MOO1—R.+' - 1• rJ ---.1 i .____ + o I 4J 1 1 0 ::_._ LIT.:..-__-_-_-________.__ - - -_ L.JgBP EFAM 4 1 L SEMI(222 E AMON MI FOR SPEORO ddSP 1.0012f © .:r. ._n. REED LOCATE GATE POCKET FOR "LIFT—OUT GATE" (24) REQUIRED EACH CONSISTING OF THE FALLOWING: O ONE (1) EACH: 2 1/2" x 2 1/2" x 3/16" STRUCTURAL TUBE x 92" LONG ©A TWO (2) EACH: 2" x 2"x VW FORMED ANGLE x 12"LONG (w/ (2) HOLES) "v'-�M ENIALPLOW&CONVEYOHSYMMS,INC. o ONE (1) EACH: 1/4" x 2 1/2" STEEL PLATE x 2 1/2" LONG \V ' e�w'm"N_°".".w_ w«ra cw r..i...mawne.. n4wnwq iw..". 1 w1II y i , .r 20'X 1/5'OAE2ZINSS? ®' r S GALE POCKET Yr w -- FOR'LIFT—OUT GATE" : Roc was r"ww CORE M 110190p[WMN 69 ,pm W-5100-sun "III fe�a"t �+ " MY NI e "s""r+w" m°�a" w.., io"'iwm►� "'ou-to-o77"" 1/2" "°`t arm-5W0 07-5100—D23 1 a I a 00000raii 0 0 wok ° ogiiiikoiriot ° 0 01.111.1issiii:i. 00. vt--------------- ------------ii » w . \ ,, • ,\ t °- » ssatito r 00 .\ 11 ....0111 III' Ili 111, Ili \,......••••••00-0-1 0 . t...„pc \\____ 0 i t-8006° \ \ii, I.66.040 . . \ . �,� �^, » Mc 16 GA esClR,. X� �,pNG � tsA'�,.� "$"�"� vat....too �,1111111 74 �1r%AI112,�» ki6GA§ 1.0E X29Or Xes».0140 .°°� 4 J"43 t 5A�' 4 112» x; , » x 18 GA A� 0005. 41CKP1 ws ya'loot.of pU 114c eA� i12» » ae16Gpf�RMR �: �r .$ EAR 6 �� pvpll 0' 4 s 'OE » xat"' GA GA5s 57» 'tots ,, iLotto 11. fir► � 1�12« x��/2 x16 to tu� X25ti12G 1 Oa t2) y 9/�» % Aft "4B GA K1lu'i'X v,r--"' yt2 • ' 1Al2» X e« IS r..."'"".." "''''''.."..11111111111111111111 ,111171.4: '.\."."'\al 0 Q 1—RAIL 0.1111DPINL ANON i we a a1�"""e ter " ,rr°r II 1 l'4 ii? 01111111111Notio matoris \ 1...i ex \I___ Ili 0 0 M lac soot mom norms owe>uu� P-e tie n :Avows ows rr m rtstavj 4, a=Ot4, G1fJR� IE " x 16 GA SCNi• '�X'�" LONG _..'�11r�r i i/a" x i 1/2 Ili_-----\- -r42"11632-561.268 { i TWO(z} �' 1tYgE X 45"LONG �✓ ONE(1)EACH: 1 1/2' x i 1/2• x 16 GA Ste' TUBE X 25 1/z' LONG I TWO(2)EACH: 1 1/2" x 1 1/2" x 16 GA SQR• K{CK/2"LONG LONG 3 . x 16 GA FORMED AN syys ux tkBE(8}EACH: 5i/2"XiMr ...... EACH: 580. GUARDRAIL POST "'"",""`qBr.. -•+•'•"" "'M 7E h m ' � MOM »taw .ern ! t, _ a_ r �II11111�� =1 O Dzt �� o rxrr, r..ruuuI.cr""""'r \I ,..----" \.......i,1............... .4 tis:ef' 0 0 \------ -y + - � a ,-------5r---""\\ ,....,,, 1 ,.. ,... s, S41/\ ip� 111 4 G A 11‘. rrn. « Go,, Ns tuNPucaGt+ro 0 11.111111111111111.111.111.1111111111 1 r��{�gU1R «tfdL. b" '� 3 stosk "71.010 DWAG a�is Fo '"'4"c„ op _g , eon cos , ' i�2 u « mac. ,5_os 41.* Guc BOA Laos `•.. *""" vlo (,2)so'.'27446°65-,,,„ to 0 \__________ �+ (k) ou+ Rao % �� 1��«tote, ssr eoP of u '° ,. � H. :8:: litell x ylf 1111111.111.1.101111 "`' ...._._._._______________ __-- ive 59•.se t/t .. ‘lte 55nap ..1„,..02,..*, 1000000.000011100""""1"° ,2. to* Q 12„ oT- P Fa AG ,s� �G: /2" toe c 0'4 ap151 (2) R� H SIS l'»r,a� ono ego pQ5Z 012„ Fa*E° Of et* 2X�'� 5ste ititeiptico a if s 11+P8 112„ �'pNG max kcovsoar„„ • .111111.11.11.1.11.11111111 1.1.1111.111.111.111.1.11111.11.111.11.11.111.11111.1° e liAC " �S"1 atF�s 0 _ 12„ Cetr �Q AGE 051 HG 1/�" G EMI 4�1 . a..�EA� �0tST �1� �E A coy atilt. '� 41'.a }< aosot 000* °0 ;$ ill III .0.70;c: lt- "Ifroollille0111 1 2 f 11161111;rio-iii1:11.1111111.11.111IIIIIIIIII.11.11.1.1100.....101.1 000s ++J+e"1,p ) 14'..g1f2" LONG WAX vtga 0 CHANNEL R 12" BEEP FOw ,Istko ;OIST 9E `:5'� w j to TO—REAM {�) � , ` WOO- x SEAN a 11ik�� NOVOWI or BEM .LSE LAW t" - os) --"`"� WV np9d1 e i lie e � Q tortiomu.a., ifActi cot.tsrioio:t4s a RAM - 11'_11 Ale LONG CHpyNEL „�� oasYss� " gEEP FORMEDd015T Rom' (6) } eu+1e , ,101ST 12 �, ® i aFral POST-TO-BEAM �1) REQUIRED a� �ouow► ,� 112" `°"G t / w a OLE LYaUte FOoroR m os) of 2xc f uc+ "�F v ---------------- "----- „""1 +sip oie $.46 11 -8 1 f 2„ LAND i1 NEL,� ' „ pEEP FaRMEA GHP� JA4ST - 1;:jokE® (Tp,G AtS g t Ja" ta! tee Ham? POST-TO-POST (3) H G ++ ,wt.� BoVOM Of ' OttlA'�O�27 r ale . 4.b w -rr e_ 1 i�„ LONG i.1,Ai-r"-"r—.-Pk IA WOW%Of WO �T 14'- ,.._- .,—c S�M .. FORMEA G 6En� : „,'��} } -PgST ,)015T 2�1R Gu A Ems¢ E Fo a yla" 40N� twf (e) 10 �. . + .c ar�y,� P�r�(TO C Guth NFL 8 [ zan "?M , •.,"�';° """ "" FORS LI got M �-y (1� a1, G12 0 1&y..4 1 ! M n ? s N •.,,ram 07_51%, __17 --------------------------------,.... -''„.-„‘,., 1 3Ie ,Elt" ,tfiet� 1 2n NG 0 �� c 3N�L S.j 1'1 s3 12" 4�c�' EG0 o1ST , No: 1/x' 0/ Eal 90540441-00000 0 0o E1) "' o'xw �o�� --'" e sty 11 1 Y.Sty' olietsoosse Q , 1� a Lp�G 11'®1 ,u� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ts) n OE5p ffGR AG /14s, too E 0 to , „„,,. °� -801,A �Q15� �26j faQU1 c a1�_1t r/ X eeson l+`a''J vo 04,goo at 0,416064 oN�(.A) Ow : 4 fix- U 1 0?-a14a 01a 1 00 S� rrr► �,YovTE 1 1, , 1 1 1 1- 7.-5 7/1r 0 5.-o or Trp, lik I 2-1 lye I 3/4--I I- P i -.1 3/4° 1 16.14;7s 4 5/4. NOUS 1 ..- 4, "r— 111 s• I 1 ri, I I I I I -4 ,or oucAlforalt"-\7_117 1 2" POST—TO—POST SINGLE GIRDER — 12" DEEP FORMED CHANNEL BEAM — 9°-9" LONG (1) REQUIRED [TAG GIRDER BEAM: "G1—R") --I I—i 1/4" EACH CONSISTING OF THE FOLLOWING: 0 ONE (1) EACH: C12" FORMED CHANNEL SEAM x 9.-9" LONG (w/ (3) JOIST CLIFS) 0 THREE (3) EACH; 6" x 3" x 1/4" FORMED ANGLE JOIST CUPS x 8 1/2" LONG (w/ (3) SLOTS) HOLE LAYOUT FOR BOTTOM OF B (BOTH ENDS) 2 X SCALE ,y,ak 444,414.444W4 41' At 4 X441,°144 INC* \ ..,:IWO /1.41=4"4 44e14441441.4 I ‘44 20.X eV MEZZANINE I t .-1'CIL, -- SINGLE GIRDER CHANNEL.BEAM _ ---",41:10 ..'j-:-.---.- . ,r,..;- mat.'el—R" 4 4441 ft 44,4, IF 04 -WO 46 444 07-5100-67% °IfsaittaLf° -' - 17/ - os MOP VI, Oar _ Mr 00-1 _.„ a, XXOS XX. ...... 7- ". 1/841_ W07-5160 ;_5100..Dio Pr- CL.c" la° + a.. 4..• NOW...1100.01111.....•Iraa ...01 0 ..'. ................. 104 1/4* — w-to oiler 0..41 6/18" T—$Air 0 T-10 air iv. A thi, typ. .......m......r...10 3/5...w r 1 I- 1 3* I ...../olaricro NM [ I I 'r+ ... • I 1 1 00 oo 0 re I- 14.-0 1/4" "Ils I + 4° I I t 0 + + it=HOLE 11111ar ... + 4- ..,,...... 7"1 (2-01.011) F--1....44.-____g.---..1 ....„......,,,...) L HOLE LAYOUT FOR BOTTOM OF BEAM I 3" (THIS END ONLY) + 1 1/2" I 2 X SCALE HOLE LAYOUT FOR (30.......... liTio:A/:: POST—TO—CANTILEVER BEAM DOUBLE GIRDER — 12" DEEP FORMED CHANNEL BEAM — 14'-6 1/4" LONG (THIS X END ONLY) 2 SCALE (1) REQUIRED (TAG GIRDER BEAM: "G61 EACH CONSISTING OF THE FOLLOWING: 0 TWO (2) EACH: C12" FORMED CHANNEL BEAM x 14,-8 1/4" LONG (w/ (12) JOIST CUPS) 0 TWELVE (12) EACH: B" x 3" x 1/4" FORMED ANGLE JOIST CUPS x 8 1/2" LONG (w/ (3) SLOTS) [Z.11710011111ALEraCC0000100SYS1100,01C. nkoeNostaipa`aatWorttia wens \--\\K.-\ WOMINtInf.1140.019 I simaelarpoppluom 1 ih20'X OW MEZZANINE r_.::: -1.--' 1,5 mem GWEN CHANNEL BEAM j i )t iwo ...scoalwa . DETAIL"or '00 tear icgt WM ' T —074100.Liat Mrowerar3 .. r tit attsts.4.6 'Go-a-or— Va.+ .."1.007-0/00 P67-5100-015 rr4 r" 0 ■N 0 ,r" 0 rm. 7YP 0 �,3/4' Y $/IV W acre or 3" yy T 1 1/4"--1 4'-5" LONG OLE LAYOUT FOR SOITOM OF BEAM (1) REQUIRED STAG GIRDER BEAM: "G5"] (ROTH ENDS) POST--TO—POST DOUBLE GIRDER — 12" DEEP FORMED CHANNEL BEAM 2 X SCALE EACH CONSISTING OF THE F®u-OWING: 0 TWO (2) EACH: C12" FORMED CHANNEL BEAM x 4'—S' LONG (w/ (2) JOIST CUPS) 0 TWO (2) EACH: 6" x 3" x 1/4" FORMED ANGLE JOIST CUPS x 6 1/2" LONG (w/ (3) SLOTS) p lll�� w�qs avaxoasrs,l,s INC. maw evar .fir /1tPWM1"alt... ■ ��pw�""".,.Ye.Minran 44e1wu�.y,,Iii=1L-----01110111110.0.11111111.1111111.1118111101.1Witiril cam, Gem ps '"^. G —5100-014 'd uin��rR.�r uw�� I 0-2 9/4 Y.9 3/0' 3'-10 0/0" 0 11P. ` 1YP. ,-.-.1..,10 3/5" it 0 1/3" 1. [ •••• •4" I I t I 00 00 0 1 I'-21/. II t t VW r_.,ix__\\I,.. 1 4-" ♦ 3 t 11 1)/2- Fl. , + ....Hr 1 1/4" HOLE LAYOUT FOR BOTTOM OF SEAM\\\....„..s..,........ HALE LAYOUT FOR Berm OF 8 (THIS END ONLY) (THIS 2 XFl.dSCA LY) 2 X SCALE POST—TO—CANTILEVER BEAM DOUBLE�B RE [TAG GIRDER BEAM:EAM: CHANNEL BEAM — 9°-2 1/4" LONG EACH CONSISTING OF THE FOLLOWING: pt IWO (2) EACH: C12" FORMED CHANNEL SEAM x -2 1/4" LONG (w/ (8) JOIST CUPS) O EIGHT (8) EACH: 6" x 3" x 1/4" FORMED ANGLE JOIST CUPS x 8 1/2" LONG (w/ (3) SLOTS) LCICS FLOWas„c MATERIAL Noti_ p.60,1sx s°ac 1011M••" "" 20'x 00'YE27ANB� — III illts V_.I L x-� ,. DDT ORDER CN W.BEAM DETAIL"G4" - _NMal smut MOO 011h00105Nit s e.. i' ..)1". - w a10 am ''"00-»-u7"'" I fd,I "'iwm-atm 07-S100-D13 W r E-I d 1W. ;► IIo. r-a a/r -( y� h 1 I 1 s/a"— (1 — I r �. 11/1 ) `-'( P 9 3/4 0 1/E' i' Y or * — [ + ,v I r — — + 00 00 0 I 11I �I 0 I I I (---; jr_,,,,„„EA, 3" 1 1/4"--I 1-- OLE LAYOUT FOR BOTTOM OF BEAM (2°X gam) POST—TO—POST DOUBLE GIRDER — 12" DEEP FORMED CHANNEL BEAM — 9'-9" LONG (3) REQUIRED (TAG GIRDER BEAM: "G3"] EACH CONSISTING OF THE FOLLOWING: 01 TWO (2) EACH: C12" FORMED CHANNEL BEAM x V-8" LONG (w/ (6) JOIST CUPS) 02 SIX (8) EACH: 6" x 3" x 1/4" FORMED ANGLE JOIST CUPS x 8 1/2" LONG (w/ (3) SLOTS) �' "e wu.,==.1" rawm .w..a... t.' ;Z 20' x 00'MEZZANINEa�9�, MARE ORDER CHANNEL aEAM w"'6`- a wwiw. DEIP4L"03" _ in MOM MANS- lea aft "�"" 0 - OS sso YIP - 6 CI t 1M a reormr�""m —08-17-07 1/a"1 ism-oloo 07-5100-D12 ru r- 4 85' VIV 12'-6" 12'-6" 15' — 12'-6" 12'-6" COL#1 COL#2 COL#3 COL#4 COL#5 COL#6 vat IJ �-•� • t JJ a J1 r7 J4 1';'1 J1 I°I J8 IA i I 2'-8" 5'-4" t 1.. . . . . a I. 5'-2 1/2" { a a OS a 8' OOL#1:t _ . • , 11 K Iie ' i0'-6 1/2" a aa aJ7 01 03 03 03 01 1 t t a J2 JS w a a 2'-8" 20' '„ Epp j-#14 COL#15 4 COL#1i1JE COL#17'hi COL#7 8' I a J1 J4 J7 a 06 13'-0 1/2" a a a a a 7'-8 1/2" Q2 04 04 04 02 9'-5 1/2" If t a . • a , . a a a2'-3• COL#19COL#1COL#11COL#1ACOL#8 4' j a a a a ,..� J2 t 1!!9 El COL#8 • 1 J2-A J2-B J5-A J2-C II J2-0 ! ,se-s " ,wa 1 ,� - 0 - - A Q ELO1 s � i. - n__I\^ OSHA STAIRWAY I.-■ IYY 36" WIDEOPEN TREAD WITH HANDRAIL ina O O O o o II, 1l • O O O I I STAIR LANDINGI LANDING (SEE DRAWING #07-5100-D14) is 1 - - ______] I-- +-H-1112-1-i. ■ O O O o o , OI. . 0it 170 inrir O Ill ____ -,-._ - OSHA STAIRWAY YY YY 36' WIDE OPEN TREAD r4111 CORNER COLUMN SIDE COLUMN CENTER COLUMN CANTILEVER COLUMN CANTILEVER COLUMN—CORNER MATH HANDRAIL ,�' COL #1 & #6 COL #7 (As SHOWN) COL #15, #16, #17, #18 COL #9. #10, #11. #12 COL #8 & #13 COL #2, #3, #4, #5, #14 (OPPOSITE HAND)HANDRAIL AA HANRA BE KICKPLATE SGL BEAM CROSS-SECTION DBL BEAM CROSS-SECTION TAG QTY. LENGTH # OF POSTS KICKPLATE h 3" 1 + e hT1" ° 'IHR-1 2 4'-0" 2 / EA (2) - 4'-0il°HR-2 11 5'-0" 2 / EA (11) - 5'-0" 11 GA 1tHR-3 1 5'-6" 2 EA / (1) - 5.-6" 'NOTES 1.0 FOR ELEVATION VIEWS, SEE DRAWING 07-5100—EL0112.0 FOR CONNECTION AND GUARDRAIL DETAILS, SEE DRAWING 07-5100—D01 1" nw.n.A0114 •vrma� 3.0 FOR COLUMN DETAILS, SEE DRAWING 07-5100—D02 THRU D07 •••••+�•�•��•��«•4 4.0 FOR CHANNEL BEAM DETAILS, SEE DRAWING 07-5100—D08 THRU D19, D24, & D25. f } �� • 5.0 FOR DECK BOARD LAYOUT, SEE DRAWING 07-5100—L02 •..� �.,,,�,• ,, ,�, 20' x 65' MEZZANINE 6.0 COLUMNS TO BE 6" SQUARE TUBE WITH 12" x 12" ANCHOR PLATES (UNLESS OTHERWISE NOTED) „�,. ,,,,,.,R,�.,..� 7.0 MAIN DECK SUPPORT BEAMS TO BE 12" FORMED CHANNELS. a OVERALL LAYOUT 8.0 DECKING TO BE 1 1/8" POLYLAM T & G DECK, GRAY TOP / WHITE UNDERSIDE "Rez ' "" wo_..11am 6Iwo. "'i• a r — RSC "` '�°s` 0a CORE BUILDERS INC 9.0 PAINT COLOR FOR ALL MEZZANINE STEEL AND GUARDRAIL COMPONENTS: CASCADE GRAY f.. 00 N°"r"�01�MN0 �� Ds ,,,N,� 4 ,• Gov, �, "` "` 07-5100—L01 10.0) MEZZANINE DESIGNED FOR 125 PSF LIVE LOAD. ,,� ,a,,. M „o 09-10-07 3/e•ar MFo7-slop M - 1 1 1 3 �// // 65' J 3-RPJL GUARDRAIL PANEL SOR. TIME LIF GATE 14- T-OUT 5'1LIFT OUT•GATE r 1 1/8" T&G POLY LAMINATE DECKING i... 4 . 4 2.' li I 1 1 1 1 1 1 1 I /cot...7I.— C CL _ Z £ jL C n • jj 1 j MI [ C 1 2'-6" 1..- --3'--1 -- GATE POCKET FOR "UFf OUT GATE"— „ _ SEE DRAWING 07-5100-D06 1 FIELD LOCATE. DRILL. & FASTEN 13'-1 1/8" 12' I _ TOP OF DECK CLEAR / V 3/4" x 5 1/2" WEDGE STYLE ANCHOR 1I tt ti t t1 1� I 12'-6" I 12'-6" I- 15' -I- 12'-6" I- 12'-6" -I FRONT ELEVATION VIEW — SECTION A—A 2' - 10'-6 1/2" - - 9'-5 1/2" 8' - - 8' - - 4' 1 1/8" T&G POLY LAMINATE DECKING -•• 2'-8" 2'-8" 2'-8' -•• 2'-3' 2'-8 -•. 2'-8" f 2'-8' f EQUIPTO #936F09 OSHA STAIRWAY 36' WIDE OPEN TREAD Sp,/ WITH HANDRAIL FIELD LOCATE AND DRILL FOR a ' 3'_i" f / STAIRWAY LANDING CONNECTION AIR LANDING �� \ (SEE DRAWING #07-5100-014) + N / N FIELD LOCATE AND DRILL FOR ( IN RWAY (TTYPICNG AL MANUFACTURER'S 13'-1 1/8 12' "-T CANTILEVER — ��. TOP OF DECK _ CLEAR " / y ��'► 8'-8 5/8" 6'-5 1/2" 3/4' x 5 1/2" WEDGE STYLE ANCHOR TOP OF LANDING �� / r / 1 I1 ` ft 1t ' i 1 UIPTOOSHA COLUMN /18 (SEE DRAWING /07-5100-L01) 3366" WIDE;OPEN TREAD STAIRWAY 1/2' x 5 1/2' WEDGE STYLE ANCHOR W M HANDRAIL OONVEYORSITIMIS SIDE ELEVATION VIEW — SECTION B—B q ,INC. W & I.a AMM/IMswS.MMIIIM.ue nsowrrriamm.weeamprmom I low MOB s ws owNo s AC r OF YOWL 20' x 65' MEZZANINE G awa MOM aaaaIea0sMOM ELEVATION VIEWS asaao�uvx 5 rem. •er • xo NMI IflULEC1 MIMS WORD MOM of miwn 011timmt awes + V1a a * r war w RSC e<.N. m a ow. WM.' CORE BUILDERS INC DO*1T SCALE owwM.o aav x DS 1.11 07-5100-LO1 «ewe.FS .aE:+ REMOVE ILL*MAP . a N. MOW w. COI ar 1e, OM ,11t,e, w EWES M ve CORNERS 09-10-07 3/8"=1' 14F07-5100 07-5100—EL01 Il — I I JOIST BEAM, 12" DEEP 5/8" DIA. BOLT, NUT, & WASHERS 11 GA FORMED "C' CHANNEL / } 1 1/8" POLY LAMINATE DECKING 3/16 1/ \ 3—RAIL GUARDRAIL PANEL 4" x 3" x 1/4' ANGLE BRACKET �! BOLDED TO COLUMN BOLTED TO CHANNEL BEAM S/8' DIA BOLT, ■ NUUT, & WASHERS 6" x 3" x 1/4' ANGLE BRACKET WELDED TO CHANNEL GIRDER ® ® BOLTED TO CHANNEL JOIST ® COI ® GIRDER BEAM, 12" DEEP ® #1 0 - (I - �� 1 j� i ■ 11 GA FORMED 'CR' CHANNEL a ■. GIRDER BEAM, 12 DEEP 1/2" DIA. BOLT, NUT, & WASHER !I'-� ___j\ NNN_3' x 3" x 3/16" ANGLE CUP — F__\_N 6' x 6' z 3/18" TUBE COLUMN 11 GA FORMED "C" CHANNEL JOIST BEAM, 12" DEEP 16 TYP. 1 ■ TEK SCREW FROM BOTTOM 5/8" x 12" x 12" BASE PLATE 16 —24 _ OF THE RAIL de CUP \3/16` DRILL TEK SCREW KICKPLATE / / GIRDER BEAM, 12' DEEP TO INSIDE OF HANDRAIL POST TYPICAL COLUMN—TO—CHANNEL BEAM CONNECTION — DECK UNE— KICKPLATE FITS UNDERNEATH DECK • ® I 10 , 0 I ® 1/2-13 HEX BOLT, FLANGED JOIST BEAM. 12" DEEP 5/8" DIA. BOLT, NUT, JOIST BEAM, 12' DEEP I I HEX NUT, & FLAT WASHER 11 GA FORMED "C" CHANNEL & WASHERS 11 GA FORMED "C' CHANNEL 0 I I ® (2—REQ'D PER POST? 1 1/8" POLY LAMINATE DECKING 4" x 3" x 1/4' ANGLE BRKT. WELDED TO CANTILEVER BEAM I /� - BOLTED TO JOIST BEAM ---\ ...... 1 I 4 11 GA FORMED 'C' CHANNEL FIELD LOCATE GUARDRAIL POST GIRDER BEAM, 12" DEEP MEZZANINE BEAM 111 TRANSFER DRILL THROUGH BEAM, & (rny FASTEN WITH PROVIDED HARDWARE - TYPICAL CHANNEL BEAM—TO—CHANNEL BEAM CONNECTION GUARDRAIL CONNECTION DETAIL 1 I 11 GA FORMED "C" CHANNEL CANTILEVER GIRDER BEAM, 12" DEEP 1/2" DIA. BOLT, NUT, & WASHER MATERIALFLOW&OONVETR$Y1 , tHO■trI■r+Ra•awaaw i �11�we U swssl 4•RlA�Ip 3" x 3" x 3/18" ANGLE CUP ww.rrr.— � � --/\/---N_ _IDLEBANCES_ ACME_ 1ett 1 6" x 6" x 3/16" TUBE COLUMN .■ ,■s oM.■■ PURITY Q MEWL 20' X 65' MEZZANINE n■mO=ma e0°A 1E 1A DEDIRO AO■W e CONNECTION DETAILS Z a jug RIMY A r WWI WRSC R" IOW NA MIL "M.' COREBULDERS INC TYPICAL COLUMN—TO—CANTILEVER BEAM CONNECTION DO Rm SCALE CRAVING ■.., DS aQ 07-5100-EL01 wa ee:a RDIOVE ALL SHARPa a W. � r M. er a e OM IrrIox a mom me cams M`09-10-07 liw" 1/4=1 MF07-5100 07-5100—D01 M -