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Permit D98-0363 - HOME DEPOT - TOOL RENTAL CENTER
d98-0363 6810 South 180 Street home depot City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100. • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 362304 -9074 Address: 6810 S 180 ST Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: V -N Gas/Elec.: Units: 001 Setbacks: North: Water: TLIKWILA Wetlands: .0 South: Sewer: Slopes: Contractor License No: FERGUHS370NO • OCCUPANT HOME DEPOT 6810 S 180 ST, TUKWILA WA 98188 OWNER HOME DEPOT 2455'PACES FERRY RD NW, ATLANTA GA 30339 CONTACT ROBERT HART 15101 RED HILL AV, TUSTIN CA 92780 CONTACT FERGUSON CONSTR - RAYMOND BURDICK 7433.5 AV S, SEATTLE, WA 98108 CONTRACTOR FERGUSON HUGH S CO. P.O: BOX 80867, SEATTLE, WA 98108 ************************* ******.* k********************* *kk ** ** * * * ** **** * ** * ***k * * * *•ky Permit Description: REMODEL EXISTING BUILDING TO PROVIDE TOOL RENTAL CENTER. ADD 620 SO FT. OF OUTDOOR STORAGE. PW ACTIVITIES INCLUDE INSTALLATION OF AN OIL WATER SEPARATOR INSIDE THE BUILDING, SANITARY SIDE SEWER & REROUTING EXISTING PRIVATE SEWER MAIN EXTEN- SION T.0 ACCOMMODATE NEW ADDITION. KING'COUNTY AUTHORIZATION TO DISCHARGE TO SANITARY SEWER DATED FEB 2,1999 IS ATTACHED AS PART OF THIS PERMIT. **************'*********************** * ** * * *.* ** * * ** * * ** *. * * ** ** * * *•k k.* ** ** ** * * *k****•**, Construction Valuation: $ 300,000.00 PUBLIC WORKS PERMITS:.. *(Water Meter Permits Listed Separate); Curb Cut /Access %Sidewalk /CSS: N Fire; Loop Hydrant: N No: Flood 'Control Zone: N Hauling: N' Start Time: .-End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load N Start Time:. End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: Y Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N AAk ******************** k******** k******************** * * **** * * ** * ** ** *** ** ** * ** * * * **9 TOTAL DEVELOPMENT PERMIT FEES: $ 3,537.19 A**********************************•********** � ******** * * * **k * * ** * * ** * ** * * * * * * *** * **** Permit Center Authorized Signature: �. , ' / v I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: Print Name:_ City of Tukwila DEVELOPMENT PERMIT .0 TUKWILA Y Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 Streams: g . ' " Date: D98 -0363 ISSUED 04/28/1999 09/11/1999 Phone: (404)433 -8211 Phone: 714- 259 -0500 Phone: 206- 767 -3810 Phone: 206 767 -3810 Eng. Appr: JJS Size(in): .00 Public: C--- Date: `44 2 tJ-" This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspectio'ir: . • (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 CITY OF TUKWILA Address: 6810 S 180 ST Permit No: D98-0363 Suite: Tenant: Status: ISSUED . Type: DEVPERM Applied: 10/28/1998 Parcel #: 362304-9074 Issued': 04/28/1999 *1****4************A* Permit Conditions: 1. No changes will be made to the plans unless :approved by the Engineer and the Tukwila Bkilding-piyjsion. 2. Plumbing permits shalt,;j:)..,-;.bb:ea1!•M-;e1:ir'6:091-1,..t. he Seattle-King County Department of:'" a i th. P l urnbIng.w 11 1 be inspected by thae jn:ctuding all g (296-4722) . 3. Electrical perliiftssi)allbe ObtalhedthrOuh„theington State DiviSlOn oi Labor and Indutries wo wile jws. by-tnit agency 4. All meclianiceI Work shall be under separete peMi 14.5 by the City-' 5. All permits, inspeCtionredords, and approved"pjanstiellP* avaiiA$1e*at the job g4te to the start of;..,any,Ciin7 struCtion: Thee docuMents 'are be maintained".and,fa'Veil ableAsnOl'final inspection approval is granted; 6. Alli . shall, be speciel inspectedAUB(.,. fl(e)1 ) 7. AirStructural weldi eA ng hbne:bii_V. cetOi red .,bildingI'nspectioncoples' s pecfall ,,. — - - deldersand spe'ciaifilseA.ed AtACct. 306(a)5). 8. MhensPeCial Jr04pe,ction sisrequired, eitherthe owne, 3 ,.. -- _ , a or rChltectongineersha..11notifthe TukWila Bujlding Pi(lAion'Of appointment Ofi'tne Ortor.to the irst p il insOction shall be subipitedta Division in:c timely manner. Rep,.cirsha.:1-1 contain add.ress profect naMec permit nuMber and :type at insPe b'i*Og „ perforriied; 9. The sPeCtal inspector shall submit 'a,jipal :01ned report .., statinik.Whetherhe requu ing sp'eciaTAnspecin' waS:4y to the best of4tieinS knowledge ,,in conformance with approved pTin,s. and Specificationd the 4001414e workmanshiO:provisfions of the'OBC':" 10. Partition walls ,attached toceilingi4tid must be laterally braced it oveight (8) feetfil'Z.164g41.. 11. Any exposed instil4tions bact:ing'MaeerAelshaTI .a Flame Spread Rating of 2507::-.1es, and mate?jaVWelt bear identi- fication showing the 'f400,e.rfor,iita'nC4.0king'thereof 12. All construction to be done'in-COrt4qince with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition) and Washington State Energy Code.(1997 Editton). 13. Notify the City of Tukwila Building Division' prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit'presuming to give authority to violate or cancel the.provisions of this code shall be valid. Project Name/Tenant: o C l e -PoT Toat-- 12 PA TA t-- G1,sh-1TX Value of Construction: - ', cc() Site Address: , / City State /Zip: Tax Parcel Number: Property Ownpc. - 114r - _r_ LNe r36Po'r 'sac-. q1 RE1- 1Gv:' Area of Construction: (sq. (1.) � � � �a c:11 A pet. uur por�R s ro rt Phone: ( 1ik) 94-b- 3 1 54 4 ' Street Address: City State /Zip: "800 IA f_h'f G1- IAPHAi -1 AvE,NUF_ 6g4u4,G Fax #: (1i .+) ° lac" - 9682 Contractor: Q Phone: Street Address: City State /Zip: Fax #: Architect: .. tz-ME.ui'7 6 FA f�i - i A > 1 -1-r..-7,y Phone: 4) 2. �� � Vyj C Street Address: I I -�+ 1Ie �ZsD NIL-1- Avctiue 1 u*n>t 6A City State /Zip: 12'1 t Fax #: ( -1 1 .4) 2`51 '5 i• f3d Engineer: A RY H w.. Il t='vt h Ph ne ��1'I• q5 81-3/1e. Street Address: City State /Zip: IP,00(41 S+ CiRG.u.5... 1 31 Tr4vtur c C 26.1A- Fa #: ` °I Ott) 68' 3831 Contact Person: '1 t f' rz -r I-1A Phone: (1 1 s}) 2 I51'",) 50G Street Address: HA &:" fk f- 4'(:t City State /Zip: Fax #: 1 `I -3 Ggz. Description of work to be done: g IN P1D x r c_.. rxl y7JN4 �3G.P 70 7A,/s 7'oe c_ �t=° TA t—� AJ ,4fL A 17P G 2D z). I i p -&r 'g 44,5/ ,h. 1- Existing use: t- Retail ❑ Restaurant ❑ Multi - family ❑Klarehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College/University ❑ Other Proposed use: L`_1 Retail ❑ Restaurant ❑ Multi- family El Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other I J/ Todr_. C 15.141. CtsN'To ^ Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑'yes ❑ no Existing fire protection features: rinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 141/ k existing 'sac-. q1 RE1- 1Gv:' Area of Construction: (sq. (1.) � � � �a c:11 A pet. uur por�R s ro rt Will there be storage of flammable /combustible hazardous material in the building? Lr yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TL'WI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: /(' CTPERMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) Date application expires: /e3 e /7 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Appllc ! n taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM c�F BUILDING ER Q AUTHOR! ED ENT: Signature. / / /�/ I Date: `e „.. f g f c 5 Print n m ( hon Address • .a1^'ty _ - 1 r fi'AA -') A Gay ./f - Cit / tats /Zip — / //2 ? Z.hr - 1'2, 7V/2 ALL COMMERCIAUMULTI - FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MU: :E SUBMITTED WITH THE FOL ING: I ALL � • BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, 'S.TRIJCTURAL'ENGINEER OR CIVIL ENGINEER • ' ,w y f • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyorKi property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.000 1 /29/97 i1 k ****kA *A* *A:4A*kkk * *•kA CrTY .OF . TUK.WILA. WA , 9:6i• °"" "-`,fat`. r. X3.7 „1:5%5{:7. 7 >k' P 9 Account. Cade Desc:ription. 000/345.830.• PLAN CHECK - NONRES *k• 1**** Ak v441* t. l_4*** *k **k4* *••kk *k:1 * * * * *4v:* TRANSMIT •k.kA* A /,•.kk* *:l?s•k:l *A kA :lkA 'RYA *k ' k* k*• A* :l4k•k•AA4r*•Ak4:kk * *•k TRANSMIT Number: R9800081 Amount: 23.50 06 /09/99 15:28 Payment Method: CHECK Notation: FERGUSON CONS.TI2LJ Init: I3L_H Permit No: 098•-0363 Type: I)EVPEIUi L)F.VEI OPMENT PERMIT Parcel No: 362304-9074 Site Address: 6810 S 18 0 ST Total Fees 3560.69 This Payment 23.50 Total ALL Pmts: 3,560.69 33alancet .00. A**. A.***** AA* sl** A** k* 4 e**** AA* AA* Ak*** A** s1* * *4 *RA^ *sl *+%A.*ss * *kk * *sl * ** s Y c . !” 7 i rY Ir.' t`Sf I I 74 "' J li• W Amount 23'.50 A k** A *'• et' ) : '-. . . — • : 41:1'1v' OF T. ll K III 3: L. A, WA • I ._,:t...:0:' ..T RA N S M I. 1' A A -.4—.4 .. 4ric *, A - . 4 - ir A " ;$c" A. 4c * A * A * 'A! 'k .A t'■ .* A * A' A A' * •A• :+ . IRAls NuTberr,...R9S0005`4 Artiount2,.: \,;-•! • 2, 1.6 .04/28/9S ,i'l :46.. Paysq! lie tho (I': . CHECK, No t at jOn:::' FaIl,q9S0N CONS:1:: t Ceti 11, ft ,.; . :._ ...............1.: _ _ .. .. _ _ ..._ ... ::. _ _. _ _ ...,,......_ 4. .:%... - :. _,...::_ .. .... ..., g _ .... .1...1 ...,,A `..te.'.. .4..._ .. __ ..... .,.... _ .. ....:. _ . - . •A. 1 . No. P? -031.3 ,T•Ociiat: DEVPEIHI DEvE.1.0PMEN'r ilt04j '1.?:ar.cel. No :,. 3 6 2 t..f 0 4,— .9_0 4 ::: . . . , .,. , : . S Ad d 1- e a s .4 6810S" ST • " • 2 .• • - . 1 N ' • ":.'... ; . .. ' ' . . Total Feet.: :,• ' . •3 . 1 5S7.',..1.9 ' his l'aine .- -, • 2,163.2,5 .. Total', ALL. Pmtfir. * , 3,.5S7:,',19' • • •• Hal ance - • :. " .00 - ***.A**4 .,. . ... . , . . • Account,'Co.d.' Deser pt ion . , • :: Amount ' ••••• 000/322..I0b.: . j BUILDING - 1.10NRES , . ,2.11,3. .. :,... ' . 000/345.0-36 ' P L A N GHEE I: — U TI I. I T Yk', ,•,..•.'' - ..:,,,: i t 10 ..011-:‘,-.''' 000/386,. 904 . " . STATE BUIL.OING -SHOHAM:3E i.,,,...‘ :.(." • : ', ..<1 •,,50 .' • 402/S42.400 . INSP FEE - SME/SSS . . . 3.5 :.! 0 0,' ; . • ...: . .• • • ,r+ • f. • . • , • , 1093 04/30 9717 TOTAL. 2 J■{f • CITY OF',- TUKWI.LA, !�! * ik*:t*k*1cJ %*4 **.•k .TRAN8NIT .Number*: Payment Method :: Perm it No » . ParcH.i No a.i te. Address: This Payment •k *4• *h11* * * *k:1 * * * ** Account Cody: 000/245,830, rt A* *A* ** *- 1/r:4hAA:***4:k * *4:kk h•kk:k *****;1:4:k *.AA'h 40 A TRANSMIT A: kk* k: 1•** 1: 1k10;* 44 kkk: k*: k• k/ i1do •k4A/c.,A*k4414:kk * k4:k Ry700E55 Amount: CHECK Notation; GREt:NI3ER8717ARPOl4 Tni,t ». IJLH, D98-...0362 Type: DEVPFR,14 DEVELOPMENT PI: 3623'04 -3074 $810 5 1630 3T total • 1• es5» 3.493. 19 1,373.34 Total ALL Pmts »: 3 Balance: 3.113.23 A * * * “ ** *a * *,r AA *k ** *h * ** ** *.*i.,*“ **• :k4. ** . Description.'. PLAN CHECK -- NONRES Amount 1 Y 373.94•...: 7203 10/29 9710' ', TOTAL 1373.941 :n> +t P ject • • i 4 Type . in ecti : l e /fa Date . Special instructions: C% /,FI.O��'� /T,f Date wanted: g1 ��/ p. m. Requester: +j \ �_ o e: COMMENTS: $47/1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: T Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W roved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 206)431 -3670 Corrections required prior to approval. COMMENTS: . . . Type)n intov t -- _ Date calle /OM? @) Ai lk k k( 1 ik t(7 C lilitaC 710T tei-0 /80,1 s-1--- Special instr ction ...i. al: - C-- IV, ACC 'I * Aitk 4=V 2 5,4- Requestei-A , 4 L_.->aute . r 'NA AL (-- -(e....f, De prg-- - rest ‘i 1 k 1 (() PM- 5ec..Dktb_ mi p c ., 4 ( pvz sE(0k.ID 4 1- ?,4/4_ • . 0, A-tiro r( ose. - pope 74.4 ‘',...t 7 )4 Lid 1- W( 41) 7 pro iyi/te (per Type)n intov t -- _ Date calle /OM? Adze /80,1 s-1--- Special instr ction ...i. al: - C-- IV, ACC D . gefi ri 7 6 Requestei-A , 4 L_.->aute Phone 7 7 9_& o av INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • ' (206)431-3670 PERMIT NO. Pr ct: Typ Inspe � j� 6 /0 S ` I ;Oft/ - 5.f Date called: ....0 S ecial '' e-. 2. , wanted: Date wanted: — y� ' a.m. / p.. �`` Requester: 0 L / rr� 9.7 O ? ( • • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit 1 EI Approved per applicable codes. f Corrections required prior to approval. COMMENTS: 'Date: • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date:, ; CITY OF;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ) INSPECTION RECORD 03 Retain a copy with permit INSPECTION NO. PERMIT NO. (206)431 -3670 r ect: Type of sec •�'"" Ad begs: b S fS4 St Date called: � 7 /9 Special instructions: . / Date wanted: / a.m. Z Requester: Phones 2,„�� f COMMENTS: E Approved per applicable codes. Corrections required prior to approval. $47/00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10p. Call to schedule reinspection. Receipt No: Date: ig CITY OF;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ) INSPECTION RECORD 03 Retain a copy with permit INSPECTION NO. PERMIT NO. (206)431 -3670 r ect: Type of sec •�'"" Ad begs: b S fS4 St Date called: � 7 /9 Special instructions: . / Date wanted: / a.m. Z Requester: Phones 2,„�� f COMMENTS: E Approved per applicable codes. Corrections required prior to approval. $47/00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10p. Call to schedule reinspection. Receipt No: Date: COMMENTS: R 4 /lea I /A/'.-1'C- e //e46 A;irgssi 0 s . I 4 g,. /t -tj kti fr _. t*■.■W/% ' c ~? _. ..t. Requester: (1 ez J,J ; . - Miff A ' / 0 14-G,..4- DC`r _noteep Fog- r(116 D0t9e-E ©Cc<, 04.911( CZ, 7 D9172 C 7 O )-/ fp ga) ver-77 eil &,cr-i.rc.., ! (20,-14-„ ci42 'C�79" -- P 'ei Type spection: A;irgssi 0 s . I 4 g,. /t -tj Date caNe� j � / 9 Special ins t ctio : 3D 2.-"" _ d: Date wy �9 /.. Q„ Q.m. Requester: (1 ez J,J Phla - 7 1 _ eot INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Dfe PERMIT NO. (206)431 -3670 $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projec . Nome D2 of Typ of Inspection: oil watersef. FiY1a) Address: 6$l0 S 180 1-it ate c alled: 7 -2 -99 Special instructions: Date wanted: ^� p /a.m !— .Z�'97 p.m. Requester: W� tct) e F els u so Phone: '374'1- 60214 t DYIS 1 INSPECTION RECOIL - Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: s. -1 1 ,2( GPA,ue. 5 5 5 4-5A(1)0 Inspector: Date: [Receipt No: [?Date: 7 64) $47.00 REINSPECTION FEE REQUIRED.' Prior to inspection,,fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule rein pection. fr. Proj ct t -� j CO k ' '1 t 'tied.. T I gectio §70 5 . Date called: e a /_ a � /, Special instructions: Date wanted: 'e 3O /p /// p.m. Requester: 0 Phone: / i / ! C, �i INSPECT •N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (2664T1-3670 OMMENTS: pi6/i/o9D � .�kG 4 roved per applicable codes. Corrections required prior to approval. , Dat e % E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Proj cy.,t o oi „ Typpf s ecti n / 6zas Address; 1 0 VO ' Date called: Special instructions: Date w to . fr Cam+ a.m. p.m. Request Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd, #100, Tukwila, WA 98188 -Approved per applicable codes. COMMENTS: GC.4'L'G /X/ 70X7/4-Af7 /'el , (r 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: Receipt No: _ INSPECTION RECORD Retain a copy with permit 11)14 -a 5b5 lb PERMIT NO. (206)431 -3670 Corrections required prior to approval. 1.,--vn. , Project: \ Type of Inspe n: L. 001 I Address: • Date called: Special instructions: ( V. 3 0 sT, L2T-IA_Spfe. I/ v.-0 7 c,, Date wanted: ' A 1 p.m. Requester: Phone: ( I ' INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100 Tukwila WA 98188 pi Approved per applicable codes. (206)431-3670 0 Corrections required prior to approval. COMMENTS: Spe-c-(4e - rt) 13.e te3Ki S roie <0(c. 277 7:4 4e,,c267/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: pi z s-- l i €4.wV1 t — 0 / Pi <.(07e e___ ceAl /7'- , ,2e-C ) o - r 6-a-46 . /At 192c... I`D l a/e 40 Cow - -°-/ rte V$ GSS - , cc /p'C1 .5 7 %,% e-- z e v P v 2s -- /2o (r/ - 1-49 5�x 0 4 rAlee ieeroW r6■7 csi- 5 w, s - ry Sur0,0a2 -7" 1./6 7 -( sA rte. ,k-Z / P o ct , ' �, �pe of Insp r on: Ac�dre : + O ' g' . j.` Date call ,,p." Special instructions: Date wa9ted: (7 p.m. Requn /J -- b' 0 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, 188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: c( ENTS: 0 > G � C Z 7, /1/07 6,4XL "1-4 . i2L4,1( ZC,e5o • " if) oX 5tr ilit`zef,4oc..75 AlO 7" =-7s fl = z " Date wanted: ��r J �; // /f/ p.m. A l. 7 AliffigriigAWI#4. 0 i rr',' s , 6--1.S E ra - ar, 1,,-0 ACS - ,07 PLO , c. si / z , e f//5/,?'(( .7 1 5,e4et C.(y frt //56.) PDL /O S -ZZc () 6ilie ri (/, 90- , (b, 444 4 Project: frl k) POP T p o I sp cti n x� � r id ����1, Addre �^ Date called: 6 pi Special instructio s: - 1 e .► ... Date wanted: ��r J �; // /f/ p.m. Requester: 7) / Phone _ / 77 620,224.7 INSPECTION RECORD Retain a copy with permit • INSP NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( Qi Z_ (206)431 -3670 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. orrections required prior to approval. lnsp $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: ( ' Date: — COMMENTS: 4 7 it / 0 ea S4f, 7 -._5,7 t i.6.0 06seS AXOT iti14__.tt- ,J. Date called: . (T '40- te-6e. __) rCielf-e-AIS> rez)tk- To vc> - 212Kick ....o.'" 110 . .4 16 WP P IP 4 111111M - A Requester: Phone: , A A P PA,cfr Type of Inspe4tj3k ddress: Date called: Special instructions: ....o.'" Date wanted: a.m. P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit . . INSPECTION NO. /507 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. rrections required prior to approval. Inspe2 111$47.00 REINSPECTION F,EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , Proj c� 4 ri"G Typgiatiorg. Address: Date called: Special .instructi F p� f G�' il� & /,(frt i fc Date rtl �� a.m. p.m. Req er: CJ Phone: o& - 73f? INSPECTION RECORD Retain a copy with permit INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PER/GN (206)431 -3670 a Approved per applicable codes. E Corrections required prior to approval. COMMENTS: I4,€4.- A1/4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No Date: ""'7177-41i""."1 " * " 9 " 1 " - "" vP """PrtY47 4 rATTVP70111700 4 e5WWW01.fliWolgomf tiGreriw5 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM PrOject Address ( S 5 Approved without correction notice Approved with correction notice issued ,Sprinklers: Fire Alarm: 00.)c• Hood & Duct: Halon: Monitor: Pre-Fire: Permits: ) c Authorized Signature C INALAPP.FRM Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief - 6i(4.3t Permit No 1Y1 c i c> k 4 Suite # Retain current inspection schedule Needs shift inspection Siq Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 C ����1 & ASSOCIATES, INC. August 11, 1999 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Jon Stephani HOME DEPOT 3800 West Chapman Avenue Orange, California 92868 RE: Final Letter Regarding Tukwila Horne Depot Addition 180 & Sperry Tukwila, Washington Dear Mr. Stephani: • Reinforcing Steel • Reinforced Concrete • Reinforced Masonry Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Region WBTDA\sm cc Ferguson Construction Barry Levin City of Tukwila Dean Alexander Principal Engineer R.P.E. #30508 199 YJE.� ELOP iVi EN In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Soils Inspection • Epoxy Grout / Anchors Project No. 066 -99170 To the best of our knowledge, all work and noted deficiencies have been tested and/or inspected and have been found to be in accordance with the approved plans and specifications, and Chapter 17 of the 1994 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 854 -1330. With Ten Offices Serving The Western United States 25418 74th Avenue South • Kent, WA 98032 • (253) 854-1330 • Fax: (253) 854.1757 99170 final.doc (- 1 Krazan &ASSOCIATE INC. July 21, 1999 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Jon Stephani THE HOME DEPOT 3800 West Chapman Avenue Orange, California 92868 RE: Special Inspections Tukwila Home Depot 180 & Sperry Tukwila, Washington Dear Mr. Stephani, In accordance with your request and authorization, our firm performed special inspections for the above referenced project. The inspections were performed by our inspectors on July 14, 1999. Copies of our inspector's field reports are attached. To the best of our knowledge, the structural activities noted on our attached daily field reports, unless otherwise noted, were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIA 'ES, INC. William B. Throne Regional Manager Pacific Northwest Division W BT\DA\sm CC: FERGUSON CONSTRUCTION BARRY LEVIN CITY OF TUKWILA Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States RECEIVED JUL 2 91999 TUKWILA PUBLIC WORKS 25418- 74th Avenue South • Kent, Washington 98032 • (253) 854.1330 • Fax; (253) 854.1757 WInu.d Krazan & Associates, Inc. Material Field Report Report Date Jurisdiction Project No. Weather Project TLKI� ; Location Client Type of Inspection Performed Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire - proofing Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) few( Concrete Cyl. Code Slump (in.) -c-1C11 7C7 Items inspected Explain: Inspector t Supplier No. of Sample Air Content Date 7 -fq 25418 74th Avenue South, Kent, WA 98032 (253) 854 -1330 Report No. Engineer Architect Contractor Permit No. Type of Structure Inspected Footings Pilings Grade Beams Walls Other (specify) Columns Slab -on -Grade Structural Slab Post - tensioned Slab Specific Location(s) Grids Remarks 54,L,,_ 1 '6 c,--Lc 141W ( a LAN- TS F(aa - to c Aor, (0,4. j T4 3.4A+ L dA 4A. 1."-"A' 2 `k 0L k rk% Suvsc; .s\' L. • ; TS CaC( ----- - � r�...._ � ' ! a� (ba R t : r�. hc,�•• crAt+ ) 0 Peu.› brvis► -. +- A;r ( 4:14i 11b IA IC Z y (5 z. o tl Design Strength al Cubic Yards Placed Reviewed by Mix No. A.v ✓7 L.A./Lyn trc„Scr‘ Conform Page No. Time Air Temp. Conc. Temp. (F) `I\ Non - conforming Grout Cyl. Code Slump (in.) Supplier No. of Sample �, Design Strength Total Cubic rds Placed Time Air Temp. Grout Temp. (F) Mortar Cyl. Code Slump (in.) Type of Mortar No. of Samp tai Cu . Yams Placed Design Strength Time Air Temp. I Mortar Temp. (F) I Date 7 Krazan.& ASSOCIATES, INC. August 16, 1999 Project No. 066 -99170 Mr. John Stephani TH E HOME DEPOT 3800 West Chapman Avenue Orange, CA 92866 RE: Compressive Strength Test Results Tukwila Home Depot Addition Tukwila, Washington Dear Mr. Stephani, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Enclosed are copies of the compressive strength test results regarding the above referenced. project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT /ch Enclosures cc: CITY OF TUKWILA FERGSON CONSTRUCTION Offices Serving The Western United States 25418. 74th Avenue South • Kent, Washington 98032 • (253) 854•I330 • Fax: (2S3) 854.1757 99170 bMILdoc ��� & ASSOCIATES, INC. August 16, 1999 Project No. 066 -99170 Mr. John Stephani TH E HOME DEPOT 3800 West Chapman Avenue Orange, CA 92866 RE: Compressive Strength Test Results Tukwila Home Depot Addition Tukwila, Washington Dear Mr. Stephani, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office: Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT /ch Enclosures cc: CITY OF TUKWILA FERGSON CONSTRUCTION GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Offices Serving The Western United States 25418 74th Avenue South • Kent, Washington 98032 • (253) 854.1330 • Fax: (253) 854.1757 99170 bnru,de K r a za n & Associates, Inc 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Project No. 066 -99170 Cyi. Code 1131 Pour Date 7 - 1 s -99 Report No. Weather sunny Jurisdiction Tukwila Permit No. D98 -0363 Project Tukwila Home Depot Engineer Barry Levin Location 180th & Speery Architect Greenberg Farrow client Home Depot Contractor Ferguson Field Data Site Mix Supplier Stoneway Plant No. 2 Concrete Mortar Grout X Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 3:30 356 716628 -- fluid 72 78 Placement Area Footings Walls X Slab /Deck Slab 1131 -4 1131 -5 1131 -6 1131 -7 1131 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Columns Pilings Grids Final 4' CMU lift for tool rental center. Inspector W. Throne Reviewed By ".4 2. Cone & Split Grade Beams Other Remarks Grout placed by pump and mech reconsolidated. Resteel and sealant in place per plans. 3 Date Reviewed 1 M-S. 3. Cone & Shear Reported Batch Data Cement Type Design X Actual Mix No. 7034 Cem. lbs. 658 F. Ash lbs. C. agg. lbs. 904 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2012 Water 350 Admixture Other Air Ent. (oz/cwt) i A Water Added on Job (gals.) 4. Shear Items Inspected X Conforming Non - Conforming Laboratory Data Design Strength 2000 Cyl. Test Field Wt. Max. Comp. Tested Break Test Method Code Date Cure Age Dim. Area Lbs. Load Str. (psi) Set* By Type 1131 -1 7/20/99 7 4x4x8 16.5 63000 3,820 RR 2 ASTM C39 1131 -2 8/10/99 28 4x4x8 16.5 80000 4,850 ML 1 c -1231 X 1131 -3 8/10/99 28 4x4x8 16.5 87000 5,270 ML 1 Other Date Specimens Rec'd. 7 -14 -99 L.... Test Results X Conforming Non - Conforming / / OA MOM MI 4.1 el NO Compressive X Flexural 5. Columnar (Split) i IKrazan &ASSOCIATES, INC. July 15, 1999 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Jon Stephani THE HOME DEPOT 3800 West Chapman Avenue Orange, Califomia 92868 RE: Special Inspections Tukwila Home Depot 180 & Sperry Tukwila, Washington Dear Mr. Stephani, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from July 9 to July 13, 1999. Copies of our inspector's field reports are attached. To the best of our knowledge, the structural activities noted on our attached daily field reports, unless otherwise noted, were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIA:, INC. William B. Throne Regional Manager Pacific Northwest Division W BT\DAIsm CC: FERGUSON CONSTRUCTION BARRY LEVIN CITY OF TUKWILA C ID.120•- , Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States 25418 - 74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax; (253) 854.1757 Sin 011111 VUIKrazan & sociates, Inc. DATE: PROJECT 0: PROJECT LOCATION: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 7 /13/ 0 0 Ate VI KRAZAN PROJECT MANAGER: WEATHER: S.f,„ N,,E,1 To the best of my knowledge, the abov V Superintendent/Representative: 4231 Foster Ave. Bakersfield, CA 93308 (805) 633-2200 254 74th Ave. S Kent, WA 98032 (253) 854 -1330 CONTRACTOR: RKSer/1 I.O.R PRESENT AT SITE: COPIES TO: / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue Clovis, Ca 93612 (209) 348-2200 FILE COPY DSA File/A,^ No. OSHPD No Permit No. l A <-149Ak 550 Parrott St. #1 San Jose, CA 95112 (408) 271 -2200 TEMP: 15 123 Commerce Circle Sacramento, CA 95815 (916) 564 -2200 Krazan & sociates, Inc. GEOTECIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 I f _/R PROJECT N: Qb( q 7 0 PROJECT LOCATION: /AO AP- 1 wee Li KRAZAN PROJECT MANAGER: frlf , ¶'p 4'fS - y144 1 9' Oka Ave/ 1 . m[/ ri -E÷(444 t if 1, 1444e eve, 7 � !mss lA —t/ 4 114 ,gMIL4it � / � 4 5 all/ 14 540, PAIL M. /rt,. Z. • , ausents 9 #'eldit tAdk.I.t 4.14. GADt 4114 joi4 /*sit 014 4,441" A.kivtiL ASS 1.4441 _ :._ p ato, lot ..2441 Wog& Jorryiett- do-7 p l cL w(a . 4231 Foster Ave. Bakersfield, CA 93308 (805) 633 -2200 254 74th Ave. S Kent, WA 98032 (253) 854 -1330 ^ _ It CONTRACTOR: P?X KS A/ I.O.R.: ` PRESENT AT SITE: COPIES TO: WEATHER: i v tii 7 • 215 West Dakota Avenue Clovis, Ca 93612 (209) 348 -2200 DSA File/A ' No. OSHPD No. Permit No. ti j £” X471 G,t2 clue C (t ✓' To the best of my knowledge, the abov WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: Superintendent/Representative: _ /,. , r V / FILE COPY K 550 Parrott St. #1 San Jose, CA 95112 (408) 271 -2200 TEMP: 123 Commerce Circle Sacramento, CA 9581: (916) 564.2200 • SI i diK razan & ASSOCIATES, INC. Mr. John Stephani TH E HOME DEPOT 3800 West Chapman Avenue Orange, CA 92866 RE: Compressive Strength Test Results Tukwila Home Depot Addition Tukwila, Washington Dear Mr. Stephani, Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division W BT /ch Enclosures CC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CITY OF TUKWILA FF.RGSON CONSTRUCTION August 11, 1999 Project No. 066 -99170 Offices Serving The Western United States 25418 . 74th Avenue South • Kent, Washington 98032 • (253) 854.1330 • Fax: (253) 854.1757 Permit No. D98- 0363 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Krazan a Associates, Inc Project No. 066 -99170 Cyl. Code ( . 1109 Weather o/C Jurisdiction Tukwila Project Tukwila Home Depot Location 180th & Speery Client Home Depot Field Data Supplier Concrete Mortar Prisms X Grouted X Time Truck* Ticket* % Air Placement Area Footings Slab /Deck Grids / 7:40/ Z# q% #if Remarks Contractor supplied samples. Inspector N /49- Walls Laboratory Data Cyl. Test Field Code Date Cure Age Dim. 1109 -1 7/16/99 7 8x8x16 Slab Pilings 1109 -2 1109 -3 1109 -4 1109 -5 1109 -6 1109 -7 1109 -8 Remarks No batch wei hts Results Reviewed By 8/6/99 8/6/99 28 8x8x16 28 8x8x16 Codes for Break Types: 1. Cone Ungrouted X Columns Reviewed By Area 58.14 57.74 57.68 Grout Slump Wt. Lbs. Plant No. Flex Beams Other Conc. Air Temp. Temp. Unit (F) (F) Wt. Grade Beams Design Strength 1500 Max. Comp. Load Str. (psi) 112000 1,930 138000 2,390 146500 2,540 2. Cone & Split 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Pour Date 7 -9( Report No. Permit No. D98 -0363 Engineer Barry Levin Architect Greenberg Farrow Contractor Ferguson Site Mix X Other Set* By Type RR 4 ML 3 ML 3 Date Reviewed 4 l 2 "" 3. Cone & Shear Reported Batch Data Cement Type Design Mix No. Cam. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (oz/cwt) 4. Shear OM WO Water Added on Job (gals.) Actual Test Method INVM m Items Inspected Conforming Non - Conforming Date Specimens Rec'd. 7 -11 -99 Tested Break ASTM C39 C -1231 Other E-447 n Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Spilt) Li 1 6aKraZan & Associates, Inc. KRAZAN PROJECT MANAGER: © ,,Pc / ?Q LT, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CPS p ? 1 2 t - - i t i t m e c _ 0 1 (t 77 /( L! FIEr 2 4 0 3 REPvr�T NO.: DATE: 7- ! 55. CONTRACTOR' fj / el) U-S PROJECT #: 559-3/7a PERMIT NO. /..> 78- 0 36 PROJECT: = , _ - < INSPECTOR: S�, C....)),lr"/ LOCATION: JURISDICTION: 7t)(c C,4.._/G WEATHER: 040 .51r/- J -) ? /e or= s7 ec9(.) 3 Jz/ic 7 9 1c DlZ e /�cJ f4cix' fez= //u!•-ofee /rQ - g T /_r=L 2 /-7-2,t-icy 13 e / T ,tJS) e«) /9/JV t j ) %1 /��2 R ri1= L c oN /= .diz/y�� e to /L 4U p/.57/51/4- ., r3,s and r zAv57)9Grgr /410 TEMP: 44',' O ,n Oar !46¢s y, =2 Ord _ 3/ - ,, 0 . l2/ gU "PL t ) . s ," / a t - - e ,&) d4e/ i? z � Z 32.0. w HOURS IN OUT l0!� /.'Bp DESCPT ST 3 OT MIL To the best of my knowledge, the abo WAS / AS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 423? Foster Ave. 25418 74th Ave. S 385 Equestrian Dr. 13434 N. E. 177th Place 215 West Dakota Avenue 550 Parrott St. 11 1025 Lone Palm Ave. 186 123 Commerce Click Bakersfield, CA 93308 Kent, WA 98032 Poulsbo, WA 98370 Woodinville, WA 98072 Clovis, Ca 93612 San Jose, C4 95112 Modesto, CA 95351 Sacramento, CA 95815 (805) 633.2200 (253) 854.1330 (360) 598.2126 (425) 485.5519 (559) 348.2200 (408) 271.2200 (209) 572.2200 (916) 564.2200 *Okra Zan & ASSOCIATES, INC. July 7, 1999 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Jon Stephani THE HOME DEPOT 3800 West Chapman Avenue Orange, California 92868 RE: Special Inspections Tukwila Home Depot 180' & Sperry Tukwila, Washington Dear Mr. Stephani, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 24 to July 6, 1999. Copies of our inspector's field reports are attached. To the best of our knowledge, the structural activities noted on our attached daily field reports, unless otherwise noted, were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full . accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC William B. Throne Regional Manager Pacific Northwest Division W BT\DAIsm Cc: FERGUSON CONSTRUCTION BARRY LEVIN CITY OF TUKWILA TES, vC. jut. 131999 vELOP ENT QE Jeo-• Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States 25418 - 74th Avenue South • Kent, Washington 98032 • (253) 854-1330 • Fax; (253) 854-1757 11170 0. 64 .Kraaan & Associates, Inc C Protect No. 066 -99170 Cyl. Code 1101 Pour Date 7 -6 -99 Report No. Weather 0/C Jurisdiction Tukwila Permit No. D98 -0363 Protect Tukwila Home Depot Engineer Barry Levin Location 180th & Speery Architect Greenberg Farrow client Home Depot Contractor Ferguson Field Data Site Mix Supplier Lonestar Plant No. Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck S Ticket # % Air Slump (F) (F) Wt. 7:50 188 632019 -- 6 66 57 • Placement Area Footings Walls Slab /Deck Slab X Columns Pilings Grids Tool Rental addition slab Remarks Inspector M. Mundy Reviewed By Laboratory Data 1101 -5 1101 -6 1101 -7 1101 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Design Strength 3000 2. Cone & Split 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Grade Beams Other Date Reviewed /S 3. Cone & Shear Reported Batch Data Cement Type Design Actual Mix No. 3210 3210 Cern. lbs. 517 518 F. Ash lbs. C. egg. lbs. 1945 1938 C. egg. lbs. 2 C. app. lbs. 3 Sand lbs. 1320 1314 Water 154 154 Admixture Other Air Ent. (oz/cwt) 1.0 1.0 Date Specimens Rec'd. Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim. Area Lbs. Load Str. (psi) Set* By Type 1101 -1 7/13/99 7 6x12 28.30 88500 3,130 1 RR 1 1101 -2 8/3/99 28 6x12 28.30 122000 4,310 1 ML 2 1101 -3 8/3/99 28 6x12 28.30 131500 4,650 1 ML 3 Other 1101 -4 / Water Added on Job (gals.) 4. Shear ORM Test Method 0 Items Inspected X Conforming Non - Conforming 7 -7 -99 ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) 0 DATE PROJECT M: PROJECT: LOCATION' I(raz an&ssociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION jl a l- "AS 770 y ►! /Oa ' 1 - KRAZAN PROJECT MANAGER: To the best of my knowledge, the above Superintendent/Representative: CONTRACTOR' PERMIT NO 'O 03 C3 INSPECTOR:"y JURISDICTION: O Y (mow 4 WEATHER: 4231 Foster Ave. 25418 74th Ave. S 385 Equestrian Dr. 13434 N. E. 177th Place 215 West Dakota Av Bakersfield, CA 93308 Kent, WA 98032 Poulsbo, WA 98370 Woodinville, WA 98072 (805) 633.2200 (253) 854.1330 (360) 598.2126 (425) 485.5519 Fla(' 217 5 REPl+r1T NO.: ,Sah HOURS N OUT cL) 10100 D CPT ad OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: TEMP: ‹, 0 Parrott 5 Lone Palm Ave. *86 123 Commerce Circle San Jose, C4 95112 Modesto, CA 95351 Sacramento, CA 95815 (408)271.2200 (209)572.2200 (916)564.2200 Clovis, Ca 93612 (559) 3484200 I(razari. & ( Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION REPVAT NO.: 2600 DATE 2 —,R— I S CONTRACTOR' reww.ciscv PROJECT K• Da} 9 / 76 PERMIT NO 0 9.49°— 0 3 6 3 PROJECT: iY/_ P. , PI 7 7C' W/L 4 INSPECTOR: S ■ (-. )) '75 LOCATION: /7 tit T Spxredry JURISDICTION: rUttc.4•4.0e KRAZAN PROJECT MANAGER: WEATHER: 0 ChfST CA) £'/r, p/ae jz,Sq vrsr Cott.mug t' /t Foiz .Soi L 090VS1/7 S ot..,. e 7-004. RGd6N jr - oPref1e. Cit,>riYrt • APPtfric/a . pE Fat& KEv )uUJG L,Sig/L Z' /lcF DONS/r/ 7,t5r A.eTh' *V)) sovri, ._11)2Ac. of LA0 s, Too a as/ )L r rra lf=c r>s icrAtriEnat /.vi¢S Risco r-fe cr/ L' to ,PRocroii i r4QL of /3t. S •So rg z "i/Doo 7o Tilts' oriOST of ety /tJ wGdioF_ tr ∎O -.eisu ex.‘"'/ -cr �r'sG Fort piacriory //o 1/e/wkideS _ TEMP: $ �= HOURS DESCPT IN OUT ST OT MIL To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4231 Foster Ave. 25418 74th Ave. S 385 Equestrian Dr. 13434 N. E. 177th Place 215 West Dakota Avenue 550 Parrott St. #1 1025 Lone Palm Ave, *8G 123 Commerce Circle Bakersfield, CA 93308 Kent, WA 98032 Poulsbo, WA 98370 Woodinville, WA 98072 Clovis, Ca 93612 San Jose, CA 95112 Modesto, CA 95351 Sacramento, CA 95815 (805) 633.2200 (253) 854.1330 (360) 598.2126 (425) 485.5519 (559) 348.2200 (408) 271.2200 (209) 572.2200 (916) 561.1200 ' Krazan & Associates, Inc. Weather Project Location Client Items Inspected KtV f Inspector F; / 40A 4 . 1 ,") '* y ?$7 Explain: Material Field Report Project No V ,�►� Report Date MEM Jurisdiction Date GfCC� �4 AkruL - Dyck 6:715" ,) n �1 Type of Inspection Performed Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire - proofing •S 25418 74th Avenue South, Kent, WA 98032 (253) 854 -1330 Report No. Reviewed by Permit No. Engineer Architect Contractor Conforming Page No. i rk D9- 63(23 ry^ bitr7 A N73 cerp.3c• Cox? sTs. Type of Structure Inspected Columns Slab -on -Grade Structural Slab Post - tensioned Slab Footings Pilings Grade Beams Walls Other (specify) X Specific Location(s) Grids Remarks at;A (y r 5 ;en ( Co ; 4/pew./ O(.,5 1/,//z ,/.o, X� /Sf c ( q?A -4f.c, 0O,(3. rnecA. -. C.6-‘,53 1. Concrete Cyl. Code Slump (in.) Supplier Air Content No. of Samples Mix No. Design Strength Total Cubic Yards Placed 3 2 /oc) "ock) Time Air Ti Conc Temp. (F) /2:c o m (Qr' Grout Cyl. Code Slump (in.) Supplier No. of Samples Design Strength Total Cubic Yards Placed Time Air Temp. Grout Temp. (F) Mortar Cyl. Code Slump (In.) Type of Mortar No. of Samples .�- Design Strength Total Cubi Y= rds Placed Time Air Temp. Mortar Temp. (F) Non - conforming Date 1K razan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Yom' / rG �� � l 9 C / PROJECT N � G (l PROJECT: LOCATION: � v � tv1 • Gt k//I KRAZAN PROJECT MANAGER: !hr- To the best of my knowledge, the ab Superintendent/Representative: AS NOT p FIELD" 2468 REPORT NO.: CONTRACTOR: C ? ()SOW PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: j9() Q„ C t $ r 6>i62J7A.:5 rt-epoue,sr ce ep ; 9 r/n v (5re-c.-7 .5 r- 1 a. i 2 r 7 - -X J1 n c_ Q - O 10e- h 0w4 pro l9 e-- - Iv rr t e && %?'L +4 be- 0/1. 0/1. AAA. A A. A J ' �� 4 c_041 _041 s . V HOURS DESCPT 4• ST OT MIL rmed in accordance with the approved plans, specificatl Technics TEMP: J _P1 nd regulatory requirements. 4231 Foster Ave. 25418 74th Ave. S 385 Equestrian Or. 13434N. th Place 21 -st Dakota Avenue 550 Parrott St. #1 1025 Lone Palm Ave. #8G 123 Commerce Circle Bakersfield, CA 93308 Kent, WA 98032 Poulsbo, WA 98370 W ville, WA 980 Clovis, Ca 93612 San Jose, CA 95112 Modesto, CA 95351 Sacramento, CA 95815 (805) 633.2200 (253) 854.1330 (360) 598-2126 (425) 485.5519 (559) 348.2200 (408) 271.2200 (209) 572-2200 (916) 564.2200 1Kraan & ASSOCIA'I'r,S, INC. July 9, 1999 Mr. Jon Stephani THE HOME DEPOT 3800 West Chapman Avenue Orange, California 92868 RE: Compaction Testing Tukwila Home Depot Addition Tukwila, Washington Dear Mr. Stephani, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION KA No. 066 -99170 RECEIVED JUL 2 2 1999 /6__ DEVELOPMENT In accordance with your authorization, we have performed compaction testing at the above- referenced project. The compaction testing was performed by our engineering technician. The results of the compaction tests were a minimum of 95% of maximum density. The maximum depth of the material tested was 1.0 feet. The limit of our testing was defined by the project specifications. The testing does not preclude the possibility that the material may be loosened by future construction activities. Test results represent the compaction at the locations where the tests were performed. Neither construction observation or full time testing was conducted on this portion of the project. Backfill operations were completed prior to Krazan & Associates, Inc.'s arrival on -site. The engineering evaluation of the structural integrity of the material is beyond the scope of this work. Our firm does not guarantee earthwork construction, nor does our work relieve the contractor of his responsibility to conform with the approved project plans and specifications. The tables on the following pages present the results of the density tests taken at the project site. The depths cited are measured from rough grade. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZ & S C ES, INC William B. Throne Construction Services Manager Pacific Northwest Division WBT\DA \skin CC: FERGUSON CONSTRUCTION BARRY LEVIN CITY OF TUKWILA Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States 25418.74th Avenue South • Kent, Washington 98032 • (800) 800.6039 • (253) 854.1330 • Fax: (253) 854.1757 MI70tay.. -ies Compaction Results I. Laboratory Compaction Curve Data Sample Description ASTM Test Method Material Classification Curve No. Max. Dry Optimum Den. (pct) Moisture Sand & Gravel Import 11. Field Density Tests Test No. 24- Jun -99 KA Inspector. 1 2 2-Jul-99 KA Inspector. 3 4 italicized Tests did not meet required percent compaction. 99170 ipdsxis Station or Location Curve No. Pads J. Gelder 5' N of future wall 5' W of existing wall A 10' N of future wall. 20' W of existing A wall Pads - Tool Rental Center (Re S. White North slab on grade A South slab on grade A D1557 Test Depth 0 -1' 0 -1' Krazan & Associates, Inc. Offices Serving The Western United States GW In -Place Density 123.7 122.4 130.1 129.1 A Moisture Percent .Z$ 4.3 5.1 Project No. 066 -99170 Tukwila Home Depot Page 2 135.5 Percent Compaction 91% 96% 95% Compaction Results 7.5 95% 9L 1 Percent Required Krazan & ASSOClAT63, INC. COMMUNITY DEVELOPMENT June 30, 1999 KA No. 066 -9917 Mr. Jon Stephani THE HOME DEPOT 3800 West Chapman Avenue Tukwila, Washington 92868 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING JUL 0 9 1999 CONSTRUCTION TESTING & INSPECTION RE: Laboratory Testing Tukwila Home Depot Addition 180th & Sperry Tukwila, Washington Dear Mr. Stephani, In accordance with your request and authorization, we have performed laboratory tests on sampled from the above referenced pr4lect site The laboratory tests performed on the material were in accordance with the applicable ASTM test methods. The results of the laboratory tests are presented on the following pages. If you have any questions or if we can be of further assistance, please do not hesitate to contact our. office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Construction Services Manager Pacific Northwest Division WBT\ sm CC: FERGUSON CONSTRUCTION BARRY LEVIN CITY OF TUKWILA IA 8 -0323 RECEIVED Offices Serving The Western United States 25418 - 74th Avenue South • Kent, Washington 98032 • (233) 854 -1330 • Fax: (253) 854.1757 Mw,o1641m Client: Home Depot Project: Tukwila Home Depot Project Number: 066 -99170 Source: Sample No.: 991000 Elev. or Depth: Location: Description: Poorly graded sand Date: 6/24/99 PL: USCS Classification: SP -SM Testing Remarks: Initial Dry sample and tare= 1370.28 Tare = 0.00 Dry sample weight = 1370.28 Minus #200 from wash= 9.2 % Tare for cumulative weight retained= .00 Sieve Cumul. Wt.. Percent retained finer 3/4 inch 1/2 inch 3/8 inch # 4 # 8 # 16 # 30 # 50 # 100 # 200 0.00 26.80 117.69 366.00 526.30 642.52 748.61 980.82 1175.95 1241.06 D85= 7.46 D60= 2.10 D50= 0.85 D30= 0.32 D15= 0.16 D10= 0.09 C 0.5558 C 24.0581 t' •.IN SIZZ DISTRIBUTION TZST ATA 100.0 98.0 91.4 73.3 61.6 53.1 45.4 28.4 14.2 9.4 Gravel /Sand based on #4 Sand /Fines based on #200 % COBBLES = % GRAVEL = 26.7 % FINES = 9.4 Sample Data with silt and gravel LL: PI: AASHTO Classification: A -1 -b Sample Length (in. /cm.): Mechanical Analysis Data After wash 1243.79 0.00 1243.79 Fractional Components % SAND = 63.9 KRAZAN S ASSOCIATES, INC'. I(razt& ASSOCIATES 'INC. July 29, 1999 Dear Mr. Stephani, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. John Stephani TH E HOME DEPOT 3800 West Chapman Avenue Orange, CA 92866 RE: Compressive Strength Test Results Tukwila Home Depot Addition Tukwila, Washington Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT/ch Enclosures cc: CITY OF TUKWILA FERGSON CONSTRUCTION RECEIVED AUG 0 6 1999 COMMUNITY DEVELOPMENT Project No. 066 -99170 Permit No. D98 -0363 Offices Serving The Western United States 25418.74th Avenue South • Kent, Washington 98032 • (253) 854 -1330 • Fax: (253) 854.1757 99170 bnku.aoo t(r a z a n & Associates, Inc 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Project No. 066 -99170 Cyl. Code . - 1050 Pour Date 6)2;:, -99 Report No. Weather 0/0 Jurisdiction Tukwila Permit No. D98 -0363 Project Tukwila Home Depot Engineer Berry Levin Location 180th & Sperry Architect Mulvanney client Home Depot Contractor Ferguson Field Data Site Mix Reported Batch Data Supplier Lonestar Plant No. Cement Type Type I - I I Concrete X Mortar Grout Flex Beams i Design X Actual Prisms Grouted Ungrouted Other Mix No. 3100 Cem. lbs. 470 F. Ash lbs. C. agg. lbs. 1895 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1445 Water 267 Conc. Air Temp. Temp. Unit Time Truck ale Ticket* % Air Slump (F) (F) Wt. 12:00 -- -- -- 3 66 63 Placement Area Footings X Walls Columns Grade Beams SlablDeck Slab Pilings Other Grids Footings tenant Improv. Remarks Placed via chute and mech consol. Inspector F. Adams Reviewed By vi ld Laboratory Data Design Strength 3000 Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim. Area Lbs. Load Str. (psi) Set # By Type 1 050 -1 7/2/99 7 6x12 28.31 98500 3,480 RR 1 1050 -2 7/23/99 28 6x12 28.26 120000 4,250 WB 2 1050 -3 7/23/99 28 6x12 28.26 115000 4,070 WB 4 1050 -4 1050 -5 1050 -6 1050 -7 1050 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone 2. Cone & Split v Date Reviewed g / 9' 3. Cone & Shear Admixture Other Air Ent. (oz/cwt) i1 4. Shear Water Added on Job (gals.) Test Method Other 0 MOM Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 6 -26 -99 ASTM C39 X C -1231 Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) Client: Home Depot Project: Tukwila Home Depot Project Number: 066 -99170 137.0 134.5 132.0 129.5 127.0 124.5 Oversize Correction Not Applied MOISTURE DENSITY TEST DA( Specimen Data Source: Sample No.: 991000 Elev. or Depth: Sample Length (in. /cm.): Location: Description: Liquid Limit: Plasticity Index: Natural Moisture: Date: 6/22/99 USCS Classification: AASHTO Classification: Testing Remarks: Percent retained on 3/4 in. sieve: 0.0 Percent passing No. 200 sieve: Specific gravity: 2.65 Test Data And Results Type of test: ASTM D 1557 -91 Procedure B Modified Mold Dia.: 4.00 in. Hammer Wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 25 POINT NO. 1 2 3 WM + WS 6430.0 6570.0 6570.0 WM 4400.0 4400.0 4400.0 WW +T 413.43 453.93 421.10 WD +T 391.83 415.05 394.53 TARE 0.00 0.00 0.00 MOIST 5.5 9.4 6.7 MOISTURE 5.5 9.4 6.7 DRY DEN 127.3 131.2 134.5 14 Max dry den= 135.5 pcf Opt moisture= 7.5 % --- KRAZAN & ASSOCIATES, INC. 1 ZAV SpG 2 Client: Home Depot Project: Tukwila Home Depot Project Number: 066 -99170 137.0 134.5 132.0 129.5 127.0 124.5 Oversize Correction Not Applied MOISTURE DENSITY TEST DA( Specimen Data Source: Sample No.: 991000 Elev. or Depth: Sample Length (in. /cm.): Location: Description: Liquid Limit: Plasticity Index: Natural Moisture: Date: 6/22/99 USCS Classification: AASHTO Classification: Testing Remarks: Percent retained on 3/4 in. sieve: 0.0 Percent passing No. 200 sieve: Specific gravity: 2.65 Test Data And Results Type of test: ASTM D 1557 -91 Procedure B Modified Mold Dia.: 4.00 in. Hammer Wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 25 POINT NO. 1 2 3 WM + WS 6430.0 6570.0 6570.0 WM 4400.0 4400.0 4400.0 WW +T 413.43 453.93 421.10 WD +T 391.83 415.05 394.53 TARE 0.00 0.00 0.00 MOIST 5.5 9.4 6.7 MOISTURE 5.5 9.4 6.7 DRY DEN 127.3 131.2 134.5 14 Max dry den= 135.5 pcf Opt moisture= 7.5 % --- KRAZAN & ASSOCIATES, INC. SIEVE SIZE PERCENT FINER I 1 1 I 1 1 I 1 3/4 in. 1 I 1 I 1 I 1 1 I • 1 1 1 1 I 1 1 I 1 • 1 1 1 I 8 91.4 1 1 1 1 1 I I 1 I I 1 I 1 1 I I 1 1 1 i I I I1 N #16 45.4 #100 14.2 #200 9.4 1 I I I I 1 I I I I I I I 1 1 I 1 1 I I 1 1 1 1 1 I 1 1 1 I I 1 1 ,' l I 1 I 1 • I I 1 1 1 I I I 1 I 1 I 1 I I I 1 1.-ii,- ;1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 r 1 1 1 1 1 1 I I I I • ,\ 1 I I 1 I 1 I I I I 1 1 1 1 i I 1 1 1 1 I I I 1 1 1 1 1 1 I I 1 1 • 1 1 I I I 1 1 I I 1 I 1 I I 1 1 I I 1 I 1 1 I 1 I I 1 I 1 1 1 I I 1 I 1 I 1 I I 1 I I 1 I 1 I 1 I 1 1 I 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I • 1 I I 1 I I I I 1 1 1 I ,,,, I I I I 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I I 1 I 1 I 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 II I I I I 1 SIEVE SIZE PERCENT FINER SPEC* PERCENT PASS? (X■NO) 3/4 in. 100.0 3/8 in. 8 91.4 #8 61.6 #16 45.4 #100 14.2 #200 9.4 100 90 80 70 w 60 z u. Z 50 Z w U OC a 40 30 20 10 0 500 100 A Ji g 10 I % COBBLES 0.0 % GRAVEL % SAND 26.7 63.9 % SILT 1 % CLAY I 9.4 (no specification provided) Sample No.: 991000 Location: KRAZAN & ASSOCIATES, INC. Sieve Analysis Report 1 Source of Sample: GRAIN SIZE - mm 0.1 0.01 0.001 Soil Description Poorly graded sand with silt and gravel Atterbera Limits PL= LL= Pl= Coefficients D85= 7.46 D60= 2.10 D30= 0.319 D15= 0.159 C 24.06 C 0.56 Classification USCS= SP -SM AASHTO= A -1 -b F.M.=3.33 Remarks D50= 0.847 D10= 0.0872 Client: Home Depot Protect: Date: 6/24/99 Elev./Depth: Protect No: 066 -99170 Plate SIEVE SIZE PERCENT FINER SPEC.' PERCENT I I 1 I I I I I 100.0 1 1 1 1 I I I I 1 1 I I I 1 1 1 I I 1 1 I i 61.6 1 I 1 I #16 I I 1 I 1 11 II 11 I 1 I I 1 1 1 I 1 #200 9.4 1 1 I I I 1 1 1 I I 11 I I I I 1 I I I I 1 I 1 11 I I I I t I I 1 1 1 I I 11 I I I I I 1 I I I 1 1 I 11 1 1 I 1 I I I I I 1 1 r• 1 1 I I I 1 1 I I 1 1 1 1 1 1 I I 1 I 1 I I It 1 I I I I I I 1 1 It 1 1 1 I 1 1 1 11 1 I 1 1 I 1 1 1 1 I I I I 1 1 1 1 1 1 I I I 1 I 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 • 1 1 1 1 1 I 1 1 I I I If 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 I I I 1 I 1 I 1 1 1 1 I • 1 1 I 1 I 1 I I I II 11 I 1 1 I I I I I I 1 1 1 1 1 1 I 1 1 1 1 I I 1 II 11 1 1 1 1 1 1 I 1 I 1 1 1 1 II I 1 • 1 I I 1 I 1 I I II II I 1 1 I 1 1 1 I I 1 1 1 II I 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 I 1 1 I I I II II I 1 1 1 1 I I I I I II I I I I 1 1 1 1 I I 1 I I I I I I I 1 I I I I 1 I 1 II II I 1 1 • I 1 1 I I 1 I II I I I 1 I I I 1 I I 1 I II II I 1 1 1 1 I I I I I I 1 I I I I 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 II II I 1 1 1 1 1 I i 1 1 II II I 1 1 I 1 I 1 1 I I II II I I 1 1 • 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 I 1 I 1 1 1 I I I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 I 1 I 1 1 t t I 1 1 1 I 1 1 1 1 I 1 l SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X ■NO) 3/4 in. 100.0 3/8 in. 91.4 #8 61.6 #16 45.4 # 14 2 #200 9.4 100 90 80 70 w 60 Z u- Z 50 Z W 111 40 30 20 10 0 500 100 % COBBLES f 0.0 % GRAVEL % SAND 26.7 63.9 % SILT 1 % CLAY 9.4 (no specification provided) Sample No.: 991000 Location: D KRAZAN & ASSOCIATES, INC. Sieve Analysis Report 10 1 GRAIN SIZE - mm Source of Sample: Client: Home Depot Project: 01 0.01 Date: 6/24/99 Elev./Depth: Protect No: 066.99170 Plate 0.001 Soil Description Poorly graded sand with silt and gravel PL= D85= 7.46 D30= 0.319 C 24.06 USCS= SP -SM F.M =3.33 Atterbera Limits LL= PI= Coefficients D60= 2.10 D15= 0.159 C 0.56 Classification AASHTO= A -1 -b Remarks 050= 0.847 D10= 0.0872 BARRY LEVIN & ASSOCIATES (16/21/99 09:35 FAX 7144 aH 833 s 3837 O�It! CFA .,.,. ► ran , ate "LiF( fis ilk ts 1 ti : FROM-- FERGU5 ( VSTRUCT I ON 206 - 767 -73L EVALUATION REPORT Copyright p lnvb ICI%C0 P.valuatiun 5cm.s. Itac. lit 002. 00 C, o o 5 i a 0 5 7-225 P.04/04 F -059 ICBO Evaluation Service, Inc. > SOU.Wc*iZMAN MILL R OA.D • WHITT ER, CALIFORNIA 90001 -2294 A sits Ldtary cvrprar all oaa of the International Conference Of Building Officials Bllfbg Catrlmry*, FAS1'EN17IS- ∎ oncresle and Marsultry And,oss (066) ipUAl. NISEI etW ANC110R, l)tJ41. BOLT SLrEY!1 ANCHOR AND Mot-Ma 1RA3e -11tt ANCHOR Ik'uuMEtRIC LTD. lZ ASliM IID6E C18cLL' WOOtthRIDOt, ON TARIc %Al. SRS CANADA • I. SutUaet; Dual -Holt Slut) Anchor. Duttl.Uac starve eachar end Duat- ijctlr hmp-ln Anchor. u. DpacrrplIon_ A. Dual-Bolt Std V,cbor. TV a snebor cearrore ore oae^Fccr stud doh esanut ctured froto btrt:l vritb a rniquauaa yield ylccnBth urS0,00u psi and mtAilau,n utimat: ret+stle strength or/S,900 pFi artQ an arpandcr ntyg Ti tttnea horn see' with a Mininitttn hardness of Rockwell DO I1o41 are zuc-plhled. "Tic anchor cousin of a steel saki tttteattea al Hz ispp.•1 tans with standard averse bah threads and a wedge tap:' - t1t.t hi,tc,1 ou t6a 1saun, end The lapse %hamcter sows rd the base err the anchor to protium art catpoudiub .action oar this =ponder sing. The es/ranger nits cuuasata of a splir -tint elerilnot with two disaplcs *Web engage the wales The anchor roast Its 1P5tAlled la a predtillea (tole in tilts concrete, for cams ciao ay the nominal bolt dtamcttst.'taloa moot be drilled Wimi a biz camplyuta odd+ aim Standards 0212-15roieraac& and alt+at be )drily cu cicpeta aUoWtbg Fotwr embedment. The 'uha octal Ass inavtN w a WO 1 mac p[b11dirryd5 ( friarsauvtKe , via me nut must Ire ttisiallotl nn Trie ancborlopaaod t,ghtcrieo on the washer baanrg do the concrete until 1ni torque tndtcateo w 'rabic 2.1s atutltlto.Tite dnaeta tunas roust a- ce the moor caabt:tnactlt teugth by a sufficient ittnount to permit the orert1rt.otE otefh: watts ns described abut&. Mount= embe di i dcplhts ails allowtbh: int:artttui tenbitttt lt,a.b are so: ewed in Table Z. A1lbw 6k, aisacZeg and ode &mecart art noted it Toblc 3 D Dial -21011 bloom atrtcbur. The Sleett atteRor tatrtaimr. Lir Ave 444a01• t9i011 alt:cve s ots t..tIt a>zwalutruicd from abaci ttrlh a miStanurp yield srctdg,tlr dl' 35,nne psi alto =Dt 1 i m 12111221$tc tensile strength of 40E10 Alt parts au z.uc l for corrosion Ivdtatsttcd. The anchor it avail - ab3o in diameter sizes of 1 / a . S ha, g ig, 1 /2, 51 3. and a ds Inch (5_6. 79, 9 5, 17 15.9 and 19.1 min). 'Its bolt is threaded at the upper end and hay A taper u a titre h.wta cnd. Mt: taper diameter lacreasoo towart3 the woe of the bolt. to product art asps Wingsuit ay the esoanaidn sloevc. Hoktr must Dc @Mite with a it complying with ANdi Standard +3212.15 then races awl atttst be surfed i.l 8 Aepan allowing proper embcdip,:nl. M.n. 'mini crnbcdtneat deilth% and Lllatsrtsbli: Atkin' 3n14 tension loads an assi- caie0 m table 4- A ultacer.laeee il'iaas'f8dgtet! (from Met Illeenss8 the a,istitnum IIgnsn:taebsr, PrAtSI 30018 nary be ea c wadi ad.htnr. iustrltcd at tmlbttdm depths exec %nose Decd WI Tabu: 4, risb >aL fat t o.uc in inluwsbk tavawu alto SUcwr %awes pertained. The allowable A paci,ig sod cage diata'.ncrs act *Dieu iu Table 5. C Dual -Bolt Drop •In Anchor: Tho ealmaslop anchor is a dtvlr -in type 41 144; ix tyia.-i The roach or consists ol'a aoo -proto circular curet Shell stab on mtermat corm cajraatdcr. The ybe0 tits? wtcrnAl stltadard =MI= CR -3631 Rcitturge1JL1y 1, 1496 Meats at one cnd au blur 6101s ntu sat•sdly on the saps- fait:el cud. Tim inier.al avriat.e of tttc Wlaluziuu cod A lopetrtl to•mocla tilt: tutu ca nd• lZ. The .n. htir botoy it Imaanhettfoa rrnm AIS! C12114 steal, 041 talc plauLg for corrosion ttsrutaaec Tau uspandcrrims la manufactured from ALSt Ct04d win t +raow steel. 'J'lte anchors must Octasaabcd lnpro:tailoa boles van adepth Anddiam- ere, rot cash anchcc a.ae as ratt:d is Table e, Hole* mast he 061%v:1%1.0 a hii com Wien ARV Standard D212.1S tolerances and rrtwt be 4silled ro a depth allowing propel embedment. toter tlsc lack is drtueo, tt midst be !.twist sr aR eutt,oisi. The WNAIlar 1.1110.1. be xt by ,tast:ltntag 1316 aapanston shell and dun dnvng tar cope catandcr with w hefting t.a.t .at.: hamrta a MU or ck+: ttic. hardiest trainmen. A ape c:i +3 saWd6 tool is Wed kV eat C :+Oehor ai[► W1i m the cote =panda ip tlritrcr into tiro ....- cbor, dm lags ot tbo shell !Spand. See Tabled rot installation tr�lt+irttrrtenis aria allowable shear an lcn.lua Inat& Allowable •11wa.at.g third case tlb• sores ate tooted is %biz 7. D_ special Mapecttntt: %m ac special inspitcilon is rt:garrea4 war pushes witch 5eeatap 3701 - 5 er the cults: le ncic>sery The ),usual ne.pac• telr mum Ion oar Inc jobsite canunuously during anchor ustalla titan to tacrit.7 anchor type sncbor iiicoeta'iaa►s, coomestc 17pe, ...gamete compttaarve alit agtlt. }Ycdtillcd hole dintevalent:. anchor spacing, cage distances, slid; Us:eYocss, anchor monad:neat and tig(,►w:ng Iur1 c. lw ldeatricauon; Toe Isoptcmc Ise, anchors art identgietl uo the hew by dimt9utonst cheneterttotes and rylakkRiag -TIit packaging label motes the attnutnetntat's name and itodtcas and the stets, renal? (if provided m WOK than am tenstb), typo a arwhur .a.1 evaluation Twat ttu,uw.t (1C9O I0- 3631). A Ien & identigoation code truer it mp n1 Lot Ill. Inreadctl end of tha halt. See the louglb ideatit',-ation arum vt "rable 1. lfl. Evidence Submitted: Rtsporta v'tl'lt*ta to rsdcardanco with tae HAW W Acceptance CM= far E'.lrpaastott Mtliors to Caraetatc atnd Mltt.ou.ry !:detours (AC01), Watt] Jwii.:.ty 1093. Findings jv. Findings,: That trio lsonuntie Ltd - conclstc anchors nostrlbeo ut Its report eon)Dly with the 3994 ll j jantr 8aildint Coda", Dodderer to the follottiing coodittens: Z. MrtaWttiort di neAgoss. IInatelletibn Tacque., and allowable resat= and shear wake* afro as noted to Tabha t through 7. 2. ea3 vlattuns justifying shot Me applied Iasdr comply yid' data report a s itaitnattud um thy building Atrial rut saprovsl• 3, The traebars Acre nut revugnleu2 Cue wanlilrml 4•01. surd ttwslas 4. Spt:chal Iotrpecllop Is provided iK Ind forth in Session II D or tdis 5. 4itekvrs itta Wised to installation la unrrscked concrete, which la caw:rola tobtected a v:nino ateosses scot tatuoviing 170 pal (tili;'i gl%) u► iflaw: l Il 'mania lauds, 4crnrniat3uats hart )ama n eSpo hilt la. e al, rs' aut isolate ttflcgrozprdptieaJa mum ,Jae_ ary Isool ofebl ape./. infoe stationent' W. A. ionaemsaefietfa. wfsslatstabs okeiwa aoLiwa ata wprre s rbar cal- Ektivtulowrrpwrr .aa$atrsust to npreasissms an ,di. Praia gawp wtrtirtn nad,peeal lerlyliewnHSSd wn sntwtacvtstttsai- darion* v olllaa logic of rapanR I Air repair to besot aajIos idvpeluriasr sear (sr Wier seam4Ud darn 'Wotan OD% Use appriirdarr. Tar leap2°adknsi.at Sortirr, as., aclrtuaat k.P ,ltc kit ~Ala andlatootarhats . Mating* reatfviw atcrrJacd ahntwsnakeaseatts'clsfewrv. Ocarina. Marva. aot1.r oovyYarresOSCVrtt sd.a S.nkc,lute., titpscw ao mari.4, a. to *ay " P .dia& ~ aI nti.r Pull.. an rite row or as to any pesase avaaeateil by ada orpam rioir tardattnlr mart. /es, b1J ir nsa aSad ta mutismumaax PiCcEPT15MtE- !PIT) Dig etWht-lp �. S+EGi^� -1 1 e o t G c tr-LA LEij its q- a +soc FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 CLIENT Home Depot USA, Inc Constr ATTN John Stafani ADDRESS 601 So. Placentia Fullerton, CA 92631 Physical Site Inspection Report Date: 5/7/99 Date Mailed: 5/21/99 Copies To: Architect Contractor © Building Department Job No. Project Address City Permit Numbe Architect Contractor 99 -192 Home Depot - Tukwila, Tool rental 6810 S. 180th g arrow Architects Ferguson Construction Inspector: M. Sorantino Reviewer: T. Maddock Inspection Performed Field Report Number: 217891 Job Time: Air Temperature: Visually inspected welding (fillets) at north end of building at wall strongbacks bracing at north wall at (F1 grid) and studwall steel framing. Welding appeared satisfactory as per approved drawing and AWS D1.1. Also, visually, ;inspected depth /embed of a number of holes for epoxied anchor bolts at north wall, grid at F1. Work appeared adequate as per approved plan. RECEIVED J MAY 2 4 1999 COMMUNITY DEVELOPMENT ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. 1,� PERFORMANCE CONTRACTING INC FAX TRANSMITTAL To: To. _ izs-v Date: 0 _ Company: ' Fax #: 4 6 .39 V. D 7Ica Project: J} 0 trvN e be f o ` Ph #: Re: From: Company: PCI Fax: 425.488.4744 Number of pages transmitted, including the cover shoot Comments: �--�, S If you have any questions, please call. Thanks!!! t0'd 900 8t :Zt 66.tZ Unr 15120 Wood iville- Redmond Rd.. Ste, 3. Woodinville. WA 9807Z Telephone: 425.488.7171 / Fax: 425.488.4744 3 t?t7LV- 8817- SZt 210I2131NI d3S - I0d PCI — SEA INTERIOR TEL:425 -488 -4744 Axe ledpu!Jd !e13104 so aW rage uopoes atp 14 woad Mod :'N i - X *Mid •sp euar MAO iw W Jew1110 1104P mp u1011 00uPPIQ :`X u NI p lugsuo0 6u!dxs it wool :so PrepuoO ugt1011 ud% 7S g` ealimaosd puelsiol . •lam saw (3z9v ISM) auluua 10 1 11004 4 10' ww emote iiOueps a41 Ceepnpui 1 11 140 1 01 1 1 •y! PtM snlnpow uop0es PA!pgp otli uo pus - Z<wu+oVl OuPWA al4e+M :'• 'uolpe WAN ayl p �I>NteJd ail WoJ; eouu1 =!p wnwlxep �A 110 pedSM N9@6tatPN guDIMPDAIII0 u020e9e0 104 t an1pe004:6 u0 pi q sualAlsals0 uogOegap Jot WWII 10 "MDR = (sue Ouais) spa X -X aW Frogt tnlnpow u01Klss nl01•Y3 et -s- Jun 21'99 12:18 No.006 P,02 kA •41 gem uoppec not etp p uop>eui6 )0 std '(she >I) e1>2 kA ail no mew Uo pee no+0 ei1 p apieui p pawn : y 'P XI 041 mgt vegan ssau8 atp p eopiet i0 o snlpeil '( bum) 9P0e XI eW snoge wimps sad etp J mem p lumen/ : I 'sib ISIV P 61 NI ID PTV MODS uo Meg apt qof all 01 P2 4" =D WI el4gds070 tuntepeW atg sA pue esouvItIl uels•P atp ID %S6 q ovexku sewnp!yl WnwlwW . Soils TPCDPI gees POW6wn U0c 1 104 s} StiiUapoi VultuiPuoun net •sA Isurpt4 'uolvpt 9961 '. leispiusS PIUUO •PIO3 J0 tlQleta mg JO/ Uq ' 1 Iv% Put ta+l ut7llautr ay1 uo Peau4 Ppin u••4 meg asm4 u1 p•Pt10Ut ntjudwd Pi .41 1t0t' suo' 9990' 1Sfo' 94130' 99to' (D0 saetap ,1 u6lee0 • KWIK -PRO"' S Drywall SCT@WS Hits Drywall Scrvws meet AST>a C -1002 Stn 11rel5. Sharp Point Screws t7eettulption Item No. Carton city 6 x1 PSH $ 00084297 10.000 Pestereng drywall to metal studs f " e x 1 1/8 PSH 8 00084328 1o.0(70 from 25 ga through 20 go. 8,0 iM PSH S 00004291 5.000 6 x 1 6/8 PDH a 00034323 5.000 6 x 2 PSH S 00084310 3,500 8 x2 1/4 PHH S 00064311 3,000 7 x 21/`1 P$H S 00054319 2,500 fix 3 PONS 00084328 2,000 10 x 3 3/4 peH S 00064328 1.000 10x 41/2 PBH S 00068894 750 10 x 6 PEW 5 00084306 1,300 10x61 00064334 500 _ in _ 6 x SHTL �0 'I 10,000 'ss'ten9 drywall to'rtQe13Fuis ONNONMWOw 6x 1 1/8 PSH S H/1. 00086198. 10,000 from 25 gethtough 20 ge. 8 x 1 1/4 PBH S H/L 00088199 8,000 8 x 1 $/6 P$H S Ha. 00088200 5400 6x 2 PSH S M/1. 00088201 3,500 8 x 21/4 PSH S Hit. 00088202 3,000 7 x 21/2 PSH S H/L 00088302 2.500 8 x 3 PSH S H/L 00086204 2.000 6 :WW -- — _ — =sa It io,000 P tehtn drywall to woods stud. 6 x 1 1/6 POH a CRS WM 00084316 10,000 8 x 11/4 PS►19 CAB TWO 00084294 8,000 8 x 15/8 PSH $ CAS THAD 00084307 6,000 7 x 2 PSH S CRS 7HRD 00084320 3.570 7 x 21/4 PBN S CRS THRD 00084293 3,000 7 x 21/2 P3t4 S CIS T HRZ) 05084322 2,500 8_x 3 PSH 5 CRS 7141 _ _ 00084317 2,000 10 x 1 7/a�+ lima tanM ro<ltnp - 00C/W05 — 8,000 'Type ° eliminating *crew for 0 11000000000'' temporary fastening of Drywall to drywall. • 7 x 7/1117 S Firmer ' _ ` _ - 0008�e ' ' - 14',0,00 _ _ _ M trier t+P t0'23 8 x 7l169 CRS Framer 00088207 10,000 ._ F Fg wrre` a t'o le ©t'� a - 8�n Pfi�t`e t:.atl'na'�r+' ` c - 00711 - 62a _ - _ -1050- s) 4 ...... 8 x 314 P711 S Wring Zinc 06010263 10.000 Mae. 8.000 8x1PTHS 8 x 1 1/4 PTt1�t ettio o 000/ 0265 8,000 6 x i I$/ts E i' n Heed 03064313 3.600 Fasterxng wood tr m and baseB 2U 8 x21/4 P - 1413 Trim Haag 00384332 3,000 ga• 25 go muds, 8 x 15/8 SPi S Tem Heed' 00066210 5,000 6 x 2 1/4 S $1 STrim Head' 0006433 3,000 ' el arive{N1) KWMK -PROW SD Drywall Screws i-KI Zat DION arvwau screws meta Asrm c464 sworn, Self Drilling Screws Peoception t'elrn No. Carton qty Apptioe>tioa • O bmwammorammr £0'd 900'0N 6T • ›iewswore 8 x 1 PBH SD 00086211 10,000 F7stening drywall. alma= 6 x 1 P5H 60 Zr c 00388212 10,000 iniwtotion, etc, to 14 ga -20 go metal. 8 x 1 1/8 PSH 60 00086213 10,000 8 x 1 1/6 PBH 60 Z no 00068214 10.000 6x 1 1/4 PSH SID 00084260 8,000 6x 1 1/4 PBH SD 22Inc 0008E215 8,000 6 x 16/8 PfH SD 00038218 2.000 5 x 1 6/8 PSH SP Zinc 00086217 5,000 6 x 1 7/8 PBH 50 00066218 4.000 8 x 1 7/8 P8H SD Zinc 00088218 4,000 6 x 2 3/13 PBH SD 00085220 2,500 8 x 2 1/5 PPH 50 Zinc 00038221 2.500 8 x 2 6/S PSH 81) 00064:313 1,500 6 x 2 &81:151.1 SD Zinc 00086222 1,600 8 x3 PEN S° 00008223 1,400 8 x 3 PSH SD ?.tl1c 00066224 1,400 _ _ '17 7`no i 55 F1aawt -' - - - 130418&12 .. 5 " - ta0 s +1 6tu?ta track from 14 9a 7 x 7/10 PPH 8D Ftaniv Z, nc 00088226 10,000 20 ga. 8 x 12 PPH 8D Framer Zits 00086887 10.000 8 x 1/21 SD lathlrg Too 00088228 10.000 r . K0 tore - - 8 x 3/4 PTH 8D Whin Zric 00087145 10,000 5 x 1 PTH 50 Lathing Zno 000/6231 8.000 8 x 1 1/4 PTH 80 Lath ingZ1nc 00080232 6,000 Bit 7 illffaY — — — _..� — ^- - - b' Wv —..-. !'*afro trig wOOdTrnn ono bas* to 8 x 15/8 8FH SD 21nr' 00085234 5,000 14 ga- 200.9. 8 x 2 1/4 SFH $D' 00088235 3.000 5 x 21/4 SR-) 8D Zinc' _ 3.000 ,� _ .••• - '3quma'0nrre7N1! - _ - _ .- _ .._ -. _. - .. "Buy American" Sc22ews Available Upon Request ° ZT 66,TZ unC 6646- 88b—SZb :'131 06/21/99 09:36 FAX 714 833 3837 TO: FAX #: FROM: REGARDING: COMMENTS: BARRY LEVIN 8 ASSOCIATES � Barry Levin & Associates, Inc. Structural Engineers Atlanta • Los AwIss • New VO* • Chicago FACSIMILE MESSAGE rQ MARK LOWE -k� — e1 c , Wit DATE: 6- (6-tq NUMBER OF PAGES: 3 (Including this one) ReVaArE 12 . 1 NOTE: If all pages are not received in good order, please call. 18006 Skypark Cude • Suite 205 • Wigs, California 92614 man Ina GLIM a ow% *es way 1 008 /008 fIEQUEST: f FERGUSON CONSTRUCTION Detail 4/S1.0 indicates that we are to install a DT20 (20 gel. Stud) inside of the slip - track system. As the slip -tr*k which b installed has vertical slats will it be acceptable to watt the installation of the DI2O. Your immediate response regarding this matter is appreciated. CC, Mir Lowe - Barry Irwin am ti+sociatcs REQUESTED BY: RICK DE ALBA FIRM: FERGUSON CONSTRUCTION PRONE #: 206-761-3810 • RESPONSE NEEDED B Jupc 18, 1999 RESPONSE: t'rto 42 'lra.Ok 11.%514k itu 419 o s6Q Marc, waits. h,ufQ ,threes Veaowtw &cI ChsI 4ef tr * - at- :r4 is a l' '4 EWA -- 5Li p--- k Ghaanet ak S- -etetztosse, aet1 -Vr 1rviq c * ( slWw'S wy` , tifi RESPONSE BY: N `t 1.49"" FIRM: air PHONE in 6 14 6 1 / ‘3 BY: 6 i le/99 REVISION DATE aEstoNSE COMPLETED REVISION REFERENCE DRAWINGS /SPEC: cc JOIN STEPHwN14i011E mar. U 3.4► 114.910 3622 06/21/99 09:37 FAX 714 833 3837 06 -18 -18 08:01 FROM- FERGUSON CC 'RUCTION REOUEST FOR INFORMATION FAX A : 714-259 -5480 FC JOB 0: ' 9956S5 STORE 0: 4705 BARRY LEVIN & ASSOCIATES 206 -767 -7342 AWN: Robert Hart - Greenberg Farrow Arch. RFI # 12 SHEET # 1 OF 1 DATE: HOME DEPOT TRC - TUKWILA fj007/008 7227 P.01 /01 F -OED Ione !0, 1999 06/21/99 09:37 FAX 714 833 3837 BARRY LEVII\ & ASSOCIATES Z 008/008 1 METAL -LITE, INC. SLOTTED TOP 'TRACK - SINGLE TRACK SLIP SYSTEM INTERIOR PARTITIONS DES J.H.T. ,lce 8 -9150 DATE 3/1 /96 THOMPSON AND LA BRIE, STRUCTURAL ENGINEERS, PASADENA, CA. PHONE (800) 886 -6824 SLOT AND BEND TAB SEE SHEET 2 SLOTTED SLIP TRACK PARTITION STUD ® 16" SLOTTED SLIP TRACK 1- # 6 SCREW EACH SIDE STAND -OFF WASHER STEEL STUD --�� —J 0 SECTION ISOMETRIC VIEW F =140 LBS. l L 1» (TYP) SHEET 1 OF 3 SHEE NO. 6 SCREW AT CENTER OF SLOT W/ STAND -OFF WASHER (TYP) NOTE: "F" IS THE MAX. HORIZ. SEISMIC FORCE ALLOWED (AT THE TOP OF THE STUD) ' DUE TO THE WEIGHT OF THE WALL SUPPORTED EQUIP., BUT NOT INCLUDING CODE REQUIRED 5 PSF LATERAL LOAD WHICH IS NOT ADDITIVE TO WALL DEAD LOAD SEISMIC FORCES. APPROVED California Office of Statewide Heat Planning and Development FIXED EQUIPMENT ANCHORAGE R -0370 Aug 29, 1996 'Valid for 3 Years Ma :imum G Terence F • g (916) 65.3362 ,:".^.. , - , '' .... TO : o • ern Hart COMPANY: Greenberg Farrow FAX NO.: , (7141 269 -5480 PAGES: 4 I Including This pagal DATE: 4 _6/17/10 4:25 PM JOB NO.: 995055 _RE: Horne Depot Tukwila - TRC 06/21.99 09:35 FAX 715 833 3837 uu -11-4, tti :za FROM- FERcUSO( NSTRUCTION • , FAX TRANSMITTAL If enclosures are nor as noted, kindly note as ill once. FROM: Riek De Alba - Project Enpmeer Date We are seeding ❑ Attached 0 under N Seattle Phone: 1206) 787 -3810 Seattle Fax: (206) 767 -7342 Description The are %`ransmitted as checked below: Remarks: Robert: R For your approval For your use AS requesetl For review► and comment BARRY LEV'IN & ASSOCIATES 206- 767 -7SL CJ RESUNT No eusepdoae taken Mahe. eoneetier s es doted [� Revile end neutered �] Pot bids due Jobtite Phone: 1 belle Fax: 1 Attached. please Tina the technical din and ICBO infotmmion on the Polygem #1606 epoxy-anchoring adhesive, We would Into approval to use this system as an alternate at The Home Depot Tukwila Tool Rentai Center project. Please revtaw and comment. Should you have any additional questions. pletese do not hesitate in calling. - T -225 P.O1 /04 F -059 Imean �l�Rli�lSON ! T >R U C T t 0 N toadelova eaf • itemtaPTION4 NOTED CP4) _ the following: h Fxr.Fj nlracD I6003/OO8 THIS DZULW'IT I AS 5EFN Rvirwrr1 r ep rr,,.:0�n.. �F ..• � „ _ GUNCEP AND OiNiFI.L COMPLIANCE WITH THE CONTRACT GGC,n.IEt :T;, !►;_ CONTRACTOR!': Sr5PONSIE r F • r • N!'IR! CAT! A AND CONSTRUCTION !'r•IHODS, AND LJOADC;'!.. Nr, THIS WORK WliT! ALL OTHER ;RAC'CS. i i S rr'•'il P; P'1rS kit Ail trn_ .ut. taVIVCTrnpi lilt. CONTRACT T1G TE�IPURARY eRACIN INFORMATION VAS NOT Pr T � r C U'. :Ft . tS�U .:ii :!i11Y OF Ti Tii� SUFPuLr _ Ct (y W DATE: (11/611 ❑ Resub mit topics for approval Subsist copies for distribudott ❑ Rcxans _ carmoad prima gl As indicated Below Notice: Tire lr farmarian contained in shit jb un& message may be privileged and ccl�ftdsnri it InJbnw ak •s intended only Or she use of Mc inricviaral or enryty nand above. ilia« have received Otis eewtrrevdrariae ire error, please nort{y w t roruMately by telephone rcollect, if necessary) and return dm original eeestaar to us at the below address via she VS Mail. Titanic yore: Settle Office: 7433 S' /Maar Staab A P.O. Box 801;67 X Seattle, WA 911108 DES P��sE: .LT is /ante - '7 -to W se 'fib€ o / ►1 LIEU or . rkt e- /-IIL' Tit /•t7 /s.) r' i /En... w e - spar -t 7 tai Ill Icy so — 'rte Lou -Er ERR►..''' /sa ,.. ,P . 0 uo• I r BARRY I.EV IN & ASSOCIATES. �o�fi c + iy tea a80: Felt FROM- FEGU IVSTRUCTION 206 - 767 -7842 POLNGLIVI 1N( • 3.7 ' fir•' : , 4�� . ...w • : •.' • . '' = _• • • • FAST SETTING ANCtioRING ADHESIVE POLVISAGPlilttlii tie 101 lodes, Mo botnponetitlainae Ing and1odn0spoat -POI irtsentqdvei sndt l bona WWI or am OGInareti . eUlen tinearwstar- PDLYISAO•OWIS is monty used to anchor ,.. reltedatdnpbars, smoothclosrole, Thni adedrodsnddssInfosananne.The annapteoai1smeyb.wadwtthee+esn ' aria to tnOtn?r rods in unroinforcod maaenry absco. Tha bourlArrompo s; am be uoedwrtlealy at-horizontally. :1, . ;.t... • i' ^' • i '° POLVBAea l fsOS la a► in gallons oresrb {opes•'1'hdbaticadeadOs ew aispensod with an a l parrer.d •c rose tter Tor NW otufns appsattcns. PW.YUA' MWS .1s wawa In atrtnegas ono aspansed anon a pa atun zo of manuq(y apnoea win. Carttueas stow ewiasltsois m az az. and 11 oz. ■� IS• r� ' Sti. EAS1 &,MSXED •.t • S • • • • . . = �� : AP VED YVEERIle A&J M Ott yy •{•,i, HORIZON•I , LY ' gr. 1}yc u .s' • wwrwo�r.waa.srar� cn. �..• Mal fearls;•• orowleaae nrrtaeiw�wnirs r i :'''l: .•!r;vrr•F +.; •._ ;%' • oirrsTANpN mil Cots A5'T1 0481 ' ,TYPE 1; tl', IV' a, GR S,CLASS A, B &C � 9AP1D. q -s-.l Leas MAN HOUR DS.Taf~1 WET OR DRY CONCRET " ry Eve* UNDERWATER • taw, SW JDs -- NA SOt,VEN`I'�s s''�,'� �;,;'!- . + t�.O.T. APP • ANAEABLE IN BULK OR • PRC 1RED CAWTRIDGES ler for.11101movi Pbs Calo!{teb E iallallno mart K: • _ APPUCATION oiisTa 1. Stdlac a)D M Do pupated by %slog comma lionai cleaning enatnada Lich as ae:laa titetaing„ ' els gandIng, saneblastlrrp of pews! zooshmg Ths awtaos to be mowed should no /ma at kings MM is I, pahua, aealatie der o1 . LM. aai anlwnt to femme offs and dirt, . 8. Drill MI6 to tiorrenl dame? and Aeon. tAt lobo e Ohms Vanity a1 rad) S. Man hob *et Winn brush and Maur or flush dent out d hobo. ' • b Disponas 'poly Into toad. Mks Morn ens bottoset1a ow-id dr pvolooso. IL hood anchor eloMX turning anchor dump The Insoatbn. e. How nole With iamb It laespaautes aro boo* SZ• F Ma1Ntaln npe xy abara 5a F tar e.wrsln,aam adflaska/, cenrerata ae+d many ing. PItOPE1111E1 OF PCLYHAC,S1M AIS IOR&Nf;3 ADHESIVE oP M TsRe1 stlnnOtft ASTM D•Sae Tbnolio i lungBUon p$1U Prat'Ufa el 1 ' F Cum Timm • 1 F Owns P Meetlneaia Rana Color trnma d) lop= past (thin) 7,240 Ind (ruin) '176 mrinimum s o ndnNtoo 1 hour 8742 to 1 Irtvowrtrfs T -225 P.02/04 F -059 11004 /008 1003/005 . aNNN a . ear a ■e•oa• -• +•+1111 s►waaira.rs tiaa�rA www.rars■ r I 14909 1114 41a 14 era Ou 50/00005 SAT M Eir 144 lIilbiE MN 111119 ate 1000 vii. 720 irU5 114016 evwn w s.+ LN! -.. rut Pours0 101 1 1.410 — •" omtate 012111 I u a 60044 pia tn40tious Maher oa Dam " aF 2v. lell 1120 105% -- - 1,1 %� 4 M ,�, gL 12511 12,14 — — 9 1 11155 y 119% 3 i 27 1_121% .. V.% 1ss5 J W% - 2%% 1004 2 310 100% 21.E 1025 115% 2 1381 um - — - _,. 21 31100 — — a 18211 125% �. — Mt 6'ti l 2240 1 141% -- - .. - 3 tlaes ` ..... — CA 1 1299 1733% <<or I 4025 j 123% — 514 9tiT2 w — 4' 1 5120 122114 — — --� 314 3500 — — — •. 4 3305 1229■ a% 3005 644, 9790 1L — — — -- 4 4117 - - 5 3620 133% — -.- % % 10.D 100% — 2130 tae% — 211M1 y — — w a r t — a , 2 2 9 0 104% 4 / E D . - - a 3191 5 2AIS 113% — 5 t , 2705 .. — 3 i 4101 -- — 3 % g111D 1 9 1 , 1 -- it 4001 . T e r ' 55 147% — — — 4 6113 -- brig 0510 12.416 — — 5425 124•/. 11450 • --- -- Th. 6390 123% ' a 1 r 1 1'0 WtH ' 3% 1909 10016 — 9 Ma 139'L 4004 5 4330 Mrs. -- 4 oast 107% t3 79T1 V 6095 150% C 6620 timirm ono 9:.414 _ 1401i rii# — 6% 71415 122% 04 75410 122% 3% 2175 97°A — ilill 'Try saw idol, w -- 3 5840 119E Se WM — r �- Ink 88211 1 % -- Pis 01116 124% -- 93t>,z 11Y. 9376 tao7L_ -- 7'4 4915 — — -- - - - Th 9525 fur. H 10301 ® 6y 1z350 4% -• VA50 •• 1 0'•s 11850 121114 5814 OM. — — a 030 ale, 51100 — — 00 7705 ... .� 3 700 1D91c. .- ..- 7 7 10114 111 — 12 a 101% 8 10440 122% — -- -- • lases •.. — Noi° 119113 ' -- — 9 1115331 -- — 12 15340 E - e 12t/Q 11 i re 18?0. 15015 r �. — - -- -- -- 1J005 /00 /0 8 06t21/98 08:36 FAA � 83a I LEVIN & ASSOCIATE (S l�joo05 "' u� -ir = 15:504 FROM-FERGUSO,, .NSTRUCT BARRY A tae -15T -3 342 T-225 P.09/04 F -059 - . IgatarIal Uuapsl campmate man at Equivalent Dane strength n Slronrili has done op110099, nmltrple etrwesamlm0 aeciny m v wi wan Arse 1D thaw rntrrrpo1a911n or Iona °- - aelenon 1110.4000m and 11113051311 entheornem depths for GET not10arv8 -lVts anima :pmaeata ono 300591:391% VIII .,.$Utlity of selecting arnuamarwn0 w eeMeve tiro hi(lliwel I119Os art Me lent oast digest 1. SaleNBIMa WsmoWw 2 i3 *1y elinor the less regwr00 er r 9093909x9 proouet 9. campus e010ean050 aopins t11r 3 leitent ptsduats. 4- The C HF c alit 010te1/070 of nold 5101011 000 0110e4a1 rogwrea 10 111031 bET moo vWi s. 7rw pvrcantaee 02fvrvno. can In appltm wreat7 ea 37211`162 sa 11150 7170112 Met savings. Moro peel*.W wan tern ICE* Nesein.930p1irancoW wile lon4t9 mines veleta YidOita. at* Wi nener eample Quiswan angprate ,WaseWn+.arepalmed - Piano `tai Wel 1111 ICOD 10 %W 03230 pi coned e. Coto suit 4a11 Riu(earasr7 urn Yeu{,u11r " Memo met lama 0/ 1000 tat w50 U12007 pa ieraattm. Dew u m 1t0 0 191 3214 0 rr rang/Are ■ BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago Structural Calculations for THE HOME DEPOT (Tool Rental Enclosure) Tukwila, WA March 26, 1999 Prepared for Greenberg Farrow Architecture, RECEIVED CITY OF TUKWILq Applicable Structural Code - 1994 Uniform Building Cods APR 2 9 1999 IRA Job No. 98156 CENTER GFA Job No. 980669 Dc18-03,03 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone 949-833-3970 • Fax 949 - 833 -3837 Barry Levin & Associates( ic.. Structural Engineers Atlanta • Los Angeles • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME H-to ti E D Cr rU i, fl-A TDQL P ei 4TPt._ E14 cLos J RE sivp_ki ALA.: Fb: 33 tks1 t = 1 430d) (31. Se/ 2 ) Z = 13 rr -�los X 95 RPaor - Rte= .`.;(.113) :Sl I Coa•` . 70. %b3 Si R � m r M 1323', 70C.1i) z M�. o. fe Q. to C 33 7 , SUBJECT - r Soo E.1 IMP @ z4yv.c. e., o. - 72s or s t�- r� _ '(0.ss9 14 g = 1 owecAL 9th - v= , a - f co2►1 C ktrk - FLeXt,gtE 425.160 0 ii .lo /is p�ptxtclo►J ; b : s C 3g�+ ET -CsX Sf+sF» 21C32.5:11, 42)1 t tj < 3 ?9 (.- Z lonL•Css9) ` o .4 (33oo) . ; < = 19 1 609 F. 1 SHEET NO. JOB NO. ' t 1c• DATE . q /2 4 16 COMPUTED BY 4A fv CHECKED BY G 14 5 M u 1G 14 54 54 54 114 1F 6390 1G' ' 10.0 24 t. oc• _.CN .tI = : ") oR 1300le:1133(a . 16•r0.G. CTa 3. 1 p gy . s o b Sc, 2oe 12.''q.e.CT = ,5 , I 1 i Vg) La* M.= 33 N" (,,F1£W vE"WrY) s1'Vo e. Zq=' o.c. See Note 1. Below For Yield Strengths • NOTES: 1. Effective properties based on F =50ksi for 12, 14 and 16 gauge sections, F =33ksi for 18 gouge sections. 14 and 16 gouge sections moy be produced with F = 33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0,66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the joist member. 6. For weok -oxis orientations, technical assistance is req'd. Contoct the manufacturer for this ossistonce. -14- See Note 1. Below For Yield Strengths NOTES: 1. Effective prope ties bosed on F =50ksi for 14 and 16 gauge sections, F for 18 and 20 gouge sections. 14 and 16 gouge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gouge sections, multip ollowoble moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection colculotions, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required of support points. (AISI 81.2) 5. Tabulated areas are bosed on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technicol assistance is req'd. Contact the manufacturer for this assistance. 1.25' .375' Min. GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES SECTION Areo Weight (in 2) (Ib /ft) I„ (in 4) R„ (in) lyy (in 4 ) Ry (in) Sn (in 3) In (in 4 ) Yell (in) Ma (ft-lb) J (10 -40 C. Xo (in) R0 (in) 0 1581C20 0.159 0.54 0.071 0.670 0.036 0.475 0.087 0.071 0.817 158 0.064 0.027 -1.194 1.449 0.321 1581C18 0.203 0.69 0.089 0.663 0.044 0.467 0.110 0.089 0.812 205 0.137 0.034 -1.195 1.444 0.315 1581C16 0.251 0.85 0.109 0.657 0.054 0.462 0.133 0.109 0.815. 377 0.268 0.040 -1.184 1.430 0.315 1581C14 0.311 1.06 0.132 0.651 0.064 0.455 0.162 0.132 0.812 472 0.528 0.047 -1.169 1.413 0.316 2501C20 0.189 0.64 0.191 1.005 0.042 0.471 0.151 0.191 1.258 ' 274 0.076 0.060 -1.051 1.529 0.527 2501C18 0.242 0.82 0.241 0.997 0.052 0.463 0.193 0.241 1.250 360 0.164 0.075 -1.049 1.520 0.524 2501C16 0.301 1.02 0.296 0.991 0.063 , 0.458 0.235 0.296 1.254 667 0.321 0.090 -1.037 1.506 0.526 2501C14 0.374 1.27 0.362 0.984 0.076 0.451 0.290 0.362 1.250 843 0.633 0.107 -1.022 1.489 0.528 3501C20 0.224 0.76 0.418 1.366 0.047 0.458 0.236 0.418 1.760 428 0.089 0.121 -0.930 1.715 0.706 3501C18 0.287 0.98 0.529 1.357 0.058 0.450 0.302 0.529 1.750 564 0.195 0.151 -0.925 1.703 0.705 3501C16 0.357 1.22 0.651 1.350 0.071 0.445 0.369 0.651 1.756 1049 0.382 0.181 -0.914 1.690 0.708 3501C14 0.445 1.51 0.802 1.342 0.085 0.438 0.458 0.802 1.750 1334 0.754 0.217 -0.899 1.674 0.711 3581C20 0.228 0.78 0.454 1.410 0.048 0.456 0.247 0.454 1.823 448 0.091 0.130 -0.917 1.742 0.723 3581C18 0.293 1.00 0.574 1.400 0.059 0.449 0.317 0.574 1.813 592 0.199 0.162 -0.912 1.730 0.722 3581C 16 0.364 1.24 0.708 1.394 0.071 0.443 0.388 0.708 1.818 1101 0.389 0.196 -0.901 1.718 0.725 3581C14 0.454 1.54 0.872 1.385 0.086 0.436 0.481 0.872 1.813 1400 0.769 0.234 -0.886 1.701 0.729 4001C20 0.241 0.82 0.572 1.540 0.049 0.451 0.282 .0.572 2.011 512 0.096 0.161 -0.880 1.830 0.769 4001C18 0.310 1.05 0.725 1.530 0.061 0.443 0.363 0.725 2.000 677 0.210 0.201 -0.875 1.817 0.768 4001C 16 0.386 1.31 0.895 1.523 0.074 0.437 0.444 0.895 2.006 1261 0.412 0.243 -0.864 1.805 0.771 4001C14 0.481 1.64 1.103 1.514 0.089 0.430 0.551 1.103 2.000 16b5 0.815 0.291 -0.850 1.789 0.774 6001C20 0.311 1.06 1.513 2.207 0.055 0.419 0.504 1.513 3.000 830 0.124 0.396 -0.729 2.362 0.905 600IC18 0.400 1.36 1.926 2.194 0.068 0.412 0.642 1.926 3.000 1199 0.271 0.497 -0.723 2.347 0.905 6001C16 0.499 1.70 2.385 2.186 0.082 0.406 0.789 '2.385 3.008 2242 0.533 0.602 -0.712 2.335 0.907 6001C 14 0.623 2.12 2.952 2.176 0.099 0.399 0.984 2.952 3.000 . 2865 1.056 0.725 -0.699 2.320 0.909 8001C20• 0.380 1.29 3.074 2.845 0.058 0.392 0.662 3.074 4.276 1090 0.152 0.759 -0.625 2.939 0.955 8001C18 0.490 1.67 3.927 2.830 0.072 0.384 0.982 3.927 4.000 1617 0.332 0.956 -0.618 2.922 0.955 8001C16 0.612 2.08 4.873 2.821 0.088 0.378 1.218 4.873 4.000 3039 0.654 1.161 -0.609 2.911 0.956 8001C14 0.766 2.61 6.049 2.810 0.105 0.371 1.512 6.049 4.000 4402 1.298 1.400 -0.597 2.897 0.958 See Note 1. Below For Yield Strengths NOTES: 1. Effective prope ties bosed on F =50ksi for 14 and 16 gauge sections, F for 18 and 20 gouge sections. 14 and 16 gouge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gouge sections, multip ollowoble moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection colculotions, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required of support points. (AISI 81.2) 5. Tabulated areas are bosed on the full un- reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technicol assistance is req'd. Contact the manufacturer for this assistance. 1.25' .375' Min. Barry Levin & Associates( Ic. Structural Engineers Atlanta • Los Angeles • Now York • Chicago i.. il l 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME f' 1E PERK K T V4 ILA SUBJECT 1 RWKOIAL P —S `11;;;• E,oTrOM cot- 1t411o+- ; 70? Rsloar- Ug1N IG tl 1 2.. o, t'1'l i 6-1 Hlut� : .0 . B..o.: *4°. 23ee) sHEPrfk c,riP eW ( !lsolko.Strn C feA —GoHc Co!-1 E:it∎I • rwt) 2oS eaM&4 = 2. 2' o.c• I„ I Ibs Use .. 2 :o. tin "�i n Ns G 24� oR /R _ $° I C eO toM c c-1 t` t'ia ) 4 3 A C 1 4 • v m s (i. o ,.10 = 3,1•,L) 3L o" O.I °R �- 0, 197 11 0 P1 c Nrr 32�to.c. R- = I 100 1Vd lIs1NG 3 -1.o d CAA. j4 ktU SHvML/Upt'e .- a,PPrcirc * °14 ►Ioe. /1484%.. C vbc., `iy 1-1t M . b6`0• I Ve" SPPatAa 'q•A (2)C1.35") A02.4 0, 2. .3 I' I i CrrolCt04 t , i4 C /O8- l o = 2, SI 1 : VtV Z to CAA. NAitA e. W 0.e. 3 - to d c. w, NkU$ e 2400.c. to/ Rx 108 . i Ib� SHEET NO: 11013 NO ' 1 Ql315` i . ;... DATE 1 1 - '74498 COMPUTED BY ' turN CHECKED BY TWEAK 21 -I-G ) Barry Levin & Associates; Structural Engineers Atlanta • Los Angeles • New York • Chicago SUBJECT 18006 Sky park Circle • Suite 205 • Irvine, California"92614 Phone (714) 833 -3970 • Fax (714)13330837'11 JOB NAME 1 DePerr Tkiv:v. i LA Rex EEt4 CLOS URc FNCL0'3URE I N T ' G R v u l k . c 4 D:1T to 4 %Mei%C. 7.o 4E 5 Par MIN. - LreVER?t" E 1- 14bgtA .•• 1 mph • -trip' JOB NO: I , DATE - °.� / "I - 18 COMPUTED BY ' .".. CHECKED BY - EVALUATION REPORT Coprri=M O t 994 ICSO Evaluation Service. Inc. . . t• t t v µ t ∎ Filing Category: ROOF, WALL AND FLOOR PANELS —Wood (211) PLYWOOD DECK DIAPHRAGMS AND SHEAR WALLS ATTACHED WITH ERICO PNEUMATIC FASTENERS ERICO TOOL & FASTENERS, INC. 29019 SOLON ROAD SOLON, OHIO 44139 1. Subject: Plywood Deck Diaphragms and Shear Walls Attached with Erico Pneumatic Fasteners. 11. Description: A. General: Plywood deck diaphragms and plywood shear vans are attached to steel framing with Erico pneumatic fasteners. The fasteners are manufactured from AISI 1060 orAISI 1566 steel and are heat treated to a hardness of 52 to 54. Tlie fasteners are electrozinc plated with a chromate finish. They are produced in 0.190 - inch, 0.144-inch and 0.100 -inch diameters which haven /e- inch•, 5 /winch- 1 /4- inch - diameter heads. respectively. Steel framing members noted as gauges in this report refer to the following thicknesses: No. 14 gauge: 0.0710 inch; No. 16 gauge: 0.0553 inch; No. 18 gauge: 0.0428 inch; No. 20 gauge: 0.0333 inch: 140. 22 gauge: 0.0275 inch. B. Plywood Deck Diaphragms: Erico pnetrntatic fasteners may be used to fasten code - complying plywood decks to steel framing member. Allowable shear for plywood diaphragms attached with the 0.144 -inch- diameter fasteners is shown in Table No. I. Allowable shear for plywood diaphragms attached with the 0.100•lnch- diameter fasteners is indicated in Tables Nos. XII and XIII. Panels noted in Tables Nos. I. XII and XIII must be capable of supporting vertical Toads based on the panel span ratings indicated in Table No. 25 -S -1 of the code. If diaphragm blocking is required, it must be provided as indicated in the code. The maximum diaphragm span -width ratio is 4:1. Diaphragm deflections may be computed using equation in Section 25.922 of U.B.C. Standard No. 25-9. For determination of ai in that equa- tion, see Table No. XIV. C. Plywood Shear Walls: Erico fasteners may be used to fasters struc- tural use panels to steel framing members. The allowable shear and perti- nent construction requirements are indicated in Table No. II and Tables ICBO(";val uation. Sery iced �I roc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601.2299 . A subsidiary corporation of the International Conference OCT 0 2 of • Building Officials Report No. 4144 et December, 1994 Nos. VIII through XI. The maximum shear wad height-width ratio is 3 Shear wall deflections may be computed using Me equation in Section 25.923 of U.B.C. Standard 25.9. For determination of e in that equation, see Table No. XIV. D. Wood and Plywood Attached to Steel: Erico fasteners may be used to fasten wood and plywood to kteet framing members. Fastener informa- tion. attachment dimensions. required penetrations. and allowable toads are set forth in Tables Nos. III through VII. E. Identfleation: The Erico pneumatic fasteners are identified by the manufacturer's name and catalog number on the cartons and one of the following logos or symbols on the head of each fastener. 0 0 III. Evidence Submitted: Full-scale horizontal diaphragm and shear wall load tests, small -scale fastener tests. descriptive details and struc- tural calculations have been submitted. Findings IV. Findings: That the Plywood Deck Dlaphragnts and Shear Walls attached with Erico Pneumatic Fastener comply with the 1991 Uniform Inildlgq Coda"', subject to the following condflons: • 1. The allowable shear values for the plywood horizontal dia- phragms and plywood shear walls can not exceed values noted in Tables Nos. I, II, and VIII through XIII. 2. Individual fastener attachment allowable values can not exceed those set forth la Tables Nos. III through VII. 3. Limitations based on deflections of horizontal diaphragms and shear walls mat be considered in design. 1993 AccsauIatlw Supplement to the U.B.C.: This report is unaffected by the supplement. This report is subject to re-examination in one year. E„ loadfa mom of lClO Errr•rd,aSemite, Inc.,we lama Is bat /n.rtrypnimilmNON 4 atom eniICIO. the ode qiu which the men L based. Eedardar mom ars sot abe mango YMpeaettdlileakedtaNrpeMaMtrilmats spreelladOwlinued ner a an eationsande fratounew arise* as of the subject wpm. This raprrrt based wpm labpw4 •rerm•r otter s Isidro! aim arlwrbelbyde nst.TAeICIOirfwd sSege+. lfMsmintedOw mu retain fah" ether dam. betdfeeaftpwaantjfttlaw .aaea+Meas blisposikat ewfAtrdM .TAen :is w sorrow y /C90Ewtrades w+/et, lee. arm or d, s any "flatlarM other maser in eke "pm srfa am, peace .wws/bTMerrp ttTNtraWr.,Mda/n,Ms sa erwdedtwgwahodM 1Nt • Pee 1 eel • PANEL MIMVIIM PANEL THICKNESS IIneM.) FRAMING MONO SLOCtiO OIAPIMA0MI— AST*MIR SPACNOA %MALOCM ', ou►►NPAGMfu 3 2 1 4 2'l 2 Goa 1 Caw 24 a S 4 3 SNOW STRUCTURAL I 311 14+ 2 315 333 420 470 630 710 840 945 280 315 210 233 13/'2 1 2 393 445 325 590 790 890 1.035 1.185 330 395 265 295 RATED SHEATHING /8 1 2 285 320 380 425 565 633 755 845 250 285 190 210 is /�= 1 21/ • 353 400 475 535 710 800 905 , 905 315 355 233 . 263 lo in 1 2tp 385 435 515 580 775 870 970 970 345 385 260 290 23 ' 2'/3 383 433 515 380 773 170 1.030 1.160 345 385 260 290 23/124 1 2% 400 450 530 600 800 893 1.063 1.195 353 400 265 300 • PANEL ANMMUM PANEL IIn cnNI FRAMING I us on ate) `.1/ FASRNER SPACING Donne 10 oant ) a 4 3 2 APA STRUCTURAL 1 ' { :Is ,iii• 1 4, 1 1 24 16 24 16 16 cr 24 . I6 or 24 230 280 300 330 350 375 345 420 445 490 525 360 460 560 595 633 703 743 5113 715 760 835 893 A SHEATHING AND SIDING -----> • t 16 0 t I� /12 1 1: 1 °1i 24 16 16o 24 16 24 203 330 7070 295 315 310 4 40i 0 0 440 473 505 313 413 5 590 630 670 690 323 6 730 80S 855 875 — or l6 or 24 X333 34 3 Page 2of • 'These values are for shoet•time loads due to wind or earthquake and must be reduced 25 percent for normal loading. :The pin emit be long enough so penetrate through the thickness of the support a minimum of /i inch. 'AO framing is minimum No. 14 gauge steel. except as noted in Footnote 4. 'Thine valves are for diaphragms with minimum No. 11 gauge framing. 'For (steno? spacing and case description see U.B.C. Table No. 34.1. Msattmur fanner spring at 6 inches on center. 'Spacing of fawner along immediate teaming members is 12 inches an center. '11 11te Rlrmrrmu m panel edge distance is '4 inch. 'These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. :The pin must be long enough to penetrate through the thickness of the support a minimum of 14 inch. 'Steel framing must be minimum No. 14 gauge with minimum flange width of 1 inches. 'Sparing of fasteners along intemlcdiate framing members is 12 Indies on center. 3 Tl�t nrmimtun panel edge distance is 3 /1 inch. 'Spacing of these fawners along intermediate framing members is 6 itches on center. ' ltbad Rout hive sptif c pawky of 031 or paler. :Flystood alseuhbg mart be Sa.caral Mud slicadhing: for wad slwthing Wines taunt be redo ad 10 proem. 1 Ths.s vabas am for loads dee to wind or earthquake and nova be reduced by 25 paecant brother applications. 'Misnomer pond edge dims= is inch ' • • Report No. 41 TABLE NO. 1• —ALLW STEEL FRAMING H AN ER 1M0. 4IINCM•DIA FOR FAS7lNEA PLO WITH DIAPHRAGMS TABLE NO. II— ALLOWABLE SHEAR VALUES IN POUNDS PER FOOT FOR PLYWOOD EAR WALLS WITH STEEL FRAMING AND ERICO 0.144- INCH•DIAMETER FASTENERS TABLE NO. 111— ALLOWABLE LATERAL VALUES IN POUNDS PER FASTENER DUE TO WIND OR SEISMIC LOADS FOR W000 OR PLYWOOD SHEATHINGL ATTACHED TO STEEL FRAMING WITH ERICO FASTENERS • •.• • , WORM MINSIUM TIOC INlSS OP LUMP AN01011 STRUCTURAL PANELS CATALOG WWI". SHANK 1vPo SHANK DIAMETER STEIL TNIC1tNESf : 1/ �: t 1 ►N' �p >t to a 1' 14 : Knurled 14 gauge 133 183 195 213 215 ' IISOOMR P41.1 el P 215 Smooth II 155 185 195 215 220 220 X N Smooth 3 O ) (It 155 113 195 215 220 240 Smooth /4 155 115 ' 193 213 220 245 Step 001141 3 /u — — 260 330 _ 375 390 Page 2of • 'These values are for shoet•time loads due to wind or earthquake and must be reduced 25 percent for normal loading. :The pin emit be long enough so penetrate through the thickness of the support a minimum of /i inch. 'AO framing is minimum No. 14 gauge steel. except as noted in Footnote 4. 'Thine valves are for diaphragms with minimum No. 11 gauge framing. 'For (steno? spacing and case description see U.B.C. Table No. 34.1. Msattmur fanner spring at 6 inches on center. 'Spacing of fawner along immediate teaming members is 12 inches an center. '11 11te Rlrmrrmu m panel edge distance is '4 inch. 'These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. :The pin must be long enough to penetrate through the thickness of the support a minimum of 14 inch. 'Steel framing must be minimum No. 14 gauge with minimum flange width of 1 inches. 'Sparing of fasteners along intemlcdiate framing members is 12 Indies on center. 3 Tl�t nrmimtun panel edge distance is 3 /1 inch. 'Spacing of these fawners along intermediate framing members is 6 itches on center. ' ltbad Rout hive sptif c pawky of 031 or paler. :Flystood alseuhbg mart be Sa.caral Mud slicadhing: for wad slwthing Wines taunt be redo ad 10 proem. 1 Ths.s vabas am for loads dee to wind or earthquake and nova be reduced by 25 paecant brother applications. 'Misnomer pond edge dims= is inch ' • • Report No. 41 TABLE NO. 1• —ALLW STEEL FRAMING H AN ER 1M0. 4IINCM•DIA FOR FAS7lNEA PLO WITH DIAPHRAGMS TABLE NO. II— ALLOWABLE SHEAR VALUES IN POUNDS PER FOOT FOR PLYWOOD EAR WALLS WITH STEEL FRAMING AND ERICO 0.144- INCH•DIAMETER FASTENERS TABLE NO. 111— ALLOWABLE LATERAL VALUES IN POUNDS PER FASTENER DUE TO WIND OR SEISMIC LOADS FOR W000 OR PLYWOOD SHEATHINGL ATTACHED TO STEEL FRAMING WITH ERICO FASTENERS • •.• • , Barry Levin & Associates,( Structural Engineers Atlanta • Loa Angola• • Now York • Chicago JOB NAME COME DE -For T V KWIL -P. SUBJECT IDOL REI4TPR.� E}ICLI4 SURE b• - ' z tN. s do'i 44000 = 2,56 18006 Skypark Circle • Suite 205 • Irvine, California•92614 Phone (714) 833 -3970 • Fax (714) 83343837 • ZU: ZZO Afi ir RoLL- uP , Mo= (10$13+ loo) 1?�g - v 43; v% 34 Mew.. Ik ROLL -UP ( ooP CAssuM ) 1 CN t tgla % -32A ler -91A Cmc4cP)(14•Al use Tscts 1 4— u vAA LAN1�, 6 = 5 106i 0:225) 412(1 3$4 )c 2 l& of 04 0 ` < 1 14 01 .. 6, 60 ,GsR, D•'a1' o. 0'S. O ►Gu x) L1�o �!► ol� - Iq 0O Iba. „ 75 s s i� KS� �i , • uibe,.TS s;.1/41 •1."' ca.Awas SHEET; NO • 4 JOB NO. q 1 Si. .DATE ,__.,.. 9,/ZZ�I COMPUTED BY CHECKED BY �YS 5457c 6M 0 N 12 -o" J Barry Levin & Associates,( Structural Engineers Atlanta • Los Angsl•s • Nsw York • Chicago iTtN ti°. 18006 Skypark Circle • Suite 205 • Irvine, California- 92614 Phone (714) 833 -3970 • Fax (714) 833 3837 ! JOB NAME HOME DE n T UK1dp.04 SUBJECT l00t. RENTht. E14c SVRE g1 M Ctti Rou_ Up Ztls ZZO P . i - ROLL- uP = SP (y2/A - IRS!o.; Ik 5990 ( 4 . 0 g Z r 5e Odov 44000 o. P (6.90 tK ct-(bcdr-- ,oLl; p•bai .•, ok.. U S E s Ts % f Sx 1 4 -- (,U rr'tEL {SM LA ^ 6 = s C i.x�tc i 45)012S,l.4 I2 32041 x 2a►xlo�r Ib.9 LL•;�• O. os /�'bo" r 60 , GgR- O•Go rt 0O Vo I 49i A. o . � F ! SHEET NO. ' A , t JOB NO q BI S Si - DATE — - 9127418 *RIL= V- 19eol ►ba , TS S7 '� zo K . .. ..+1w. . - :... �. COMPUTED BY CHECKED BY TS 5 4 5h 6P1 J G •. 9( COP: ; . Q4 • Barry Levin & Associates Structural Engineers Atlanta • Los Angelis • Now York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, eel forma 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 _E_ .1- JOB NAME NOME CEPor 1VKW11.1+' ' ' • SUBJECT GHQ MN METtik I 14 C•E ,4140: A t _ / .eCe _D 1 Jt , = 0.41z6.006.4Psrxij G�M _ hl AAA,: oV6 IA loakti SHEET NO. JOB NO q 1?515Se DATE; ' . i_ IO I I QI I1 B- COMPUTED BY (Ju ' CHECKED BY seistma % zoNe - r 2 r W Cwt lytt 0.s0(01o.7.$)(. r s r eCHv ;WADI. > I 4 * 3 P s ‘' o. 3 •(...009.15 _ - ZS; 81S \P @ GMv . P1l.AS1 R :. CS11S tic- ACk1 .) I LW 141119 1. US do S'. 2S" L= 113 --0" {.0 r ,1'1► SS part ss P1i1` sscte)Y8= lir Fr- 1104 / o Whu; is( s.'2i ._ 125..6 . • 1,1147) :pp= e?. ors► zs; eC ►L� z 0 .02053 I��' i s (.Z4oas,e I.31) r11 ( p. oz3 .. ;e. d A ZS. J8 I h I . • t4 t = t-O's j d > 0,1%1 =ND le1$ MS = 2104 6 n Pr- /p�- 12- j,-.4::::71,;10 i � 111 � -Ihs :. off • h % -er► bdy 1CA1 i 1Z, S .ZS74~ 4c = • , r. 23101 Is, .07.-161 ) 'Al rt'IloS , tar q6-1 . 2.44 e. so" b.0 0.ouo4 COZY 5.2 , 0.0511a 2-41e 3tollo.C. CAs = 0,133 Id /r.t. .- _. • 1 : Barry Lev.in ( : & Associatesc. Structural. Engineers Atlanta • Loa Angelis • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, Cal • rnia 92614 Phone (714) 833 -3970 • Fax (714) 833 - 3837, -- ; • •j j • ....:.. (; I � JOB NAME HOME Venn" TU 114i SUBJECT Ct4 V F=41 F-E4 CC M = 1'1. s s es Ptak is 83)(3.5.'d 3A ;t r o . 2S. 87S FCF C 27 I.3313 . ga)CIS. ells) re' 6 ( 2 e 1 - 4 : 33..4 4 Tr -K- Z ?fi ( 131'.0; 5ic�oXL33 Pt- 3344 Cm) fio:1 1�► s= 1.801 Y tsso. 6c. 1 s3.(0 F't' -K- 7 34:$ Ip,r • *Ar.. rO. sot, 13) (24103.1 �Z ( - 5.584) / • 404S Fr- .> 3G.8- • SHEET NO G JOB NO. DATE to . ..° .... COMPUTED BY A fl CHECKED BY ny ) Z s. i �•47.1s . _.p,o'1981 p ;Qo91 24C 13) (. 3 4, ' % 3's ~. ; a 03 y Is' Vol `1a •).3: 'G !t - t►•�+ce C.Nsz-1•54I� i n I I. 14 ' T/ c 3 ' •;.. Tl c .tc. IZ ` r N ;c.o.? 1 s 'v BSI, 1 Barry Levin & Associates,(' c. Structural Engineers Atlanta • Los Angeles • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, Calif ornia.92614 Phone (714) 833 -3970 • Fax (714) 833 -837 t JOB NAME I4O D E'PST 'T t3K‘ei W•h 1 SUBJECT G1-I■1 PM%Mt:'yclt- V le L e: 4 1(0 C /3: Z _ 2.2') � ►'.2 3 i ct- 0,01_1 ) w „ecl e p01'? G:■ 1 ( 0•' 0 , pow°► t 0.00001Cl2 ,( Is'1;1,011 0 SHEET NO. 7 JOB NO. : ° 1:151S DATE' ._10119 .9 COMPUTED BY 'wr CHECKED BY I 4 --o".A PE ;,c ,��-�w !ACC. -_ .1 -to" Tt 1 • — x'0011! .st7k, 00. = 1', Ss S F,C,14)h.1 1i3 $3x1 j S 2S. � C.2 I - C 1 =133 , I. S� I • S Nlo.T•• 61,05 .11'471 PI ,A - o %115 -1_ leS3 4,131.1 . s 4.23i S" CM' b1a1L:41 078;t•s C 13•s3;> E.) = "2. 1(0. roorr = o. ts Cli s 4x1) Ca '3v _ Soil. = 0.1=6 K (%.315x 2S-s4) e S.S'I �W 11.9(0K: C. " SUS : Gy (0.1 Zs. r al t3 vo wwc. C3•n )t IS. €0(. al't > I, s tYl oT. QV- id-4t", I-4H 1.4[C41 S(4-(. 2.8is3 • tfyG, x,6'1)(2.83 1 25h 1 t7 t''' 2 , : 3 s 2.83 Mw.lo,2 11— NIA u . 2 vv o, 010S bd' o ,4 ‘02)i1s 'sl n I t I l ► sty -o x -� J)e L-c. uJ *s@ tz "0,e.e.w. I , . Barr Levin & Associates ( c. Structural Engineers Atlanta • Los Angeles • New York • Chicago 1.1_1._!. I ; 18006 Skypark Circle • Suite 205 • Irvine,'California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 ! ! ! I f f JOB NAME 14ot4 WPM TTJ1.1L10.-A4 SUBJECT GM l.1 P tiztwi tl'R 7re.N C€ M = S 3.4 '! /2 1 FT —rc.- 2 16, (Itn I � •2 gs.7 g C i o.o' cl o.o se- Vzs.78= '0.0015 1 . piss o• of 1'.(1c0N.IM - 0.3$; 1•, ?. 0414 T1■Jt-, ; 1 - s -d S , x . 1\ -1p" c ► ,t. - �-mix. s O5 /2 30.525 FTC' - ��t.PgT�SI, y O.11Srccr- ,(o•(01, 1.ss -t 2.4 ;1.Si) IS. BS = Z. (0S O" Ckl U . o.i16 C gym: a r, l) i r 1. a s;3 Fcaroac, • 1So v- Sclti. 0.1uk=^c G . L1 3 3 1 F-1 ` -a W f IC., 82 r` i 1"1 R, 1!o, S'zt. s /z�s 4 }Z FI- %(- y 1.; s tlO.1 , 3e, s Z s :. e= 14• tL - 1 . f � 1 • I , . SHEET NO. g JOB NO. 981st -- -'DATE: : 1019 /o8 . . COMPUTED BY CHECKED BY , N 5.(03 Z.:ss -• 1, (a • {f k'St �-� ' S a', tie 1�. -ta 4 Barry Levin & Associates( Structural Engineers Atlanta • Los Angeles • New York • Chicago NI II 4 _L _1..1 i 18006 Skypark Circle • Suite 205 • Irvine, Cal rnia.92614 • Phone (714) 833 -3970 • Fax (714) 833 -3837 _4_ JOB NAME HOVIE PEYGT 1'A) SUBJECT t. PILAsstn. ; wit rN,= 8 M = 16 - 7z 0• 3t (.i) Ira. 0, O') t 0.(02. C( 1 -lc I.33 2 L), v SHEET NO : JOB NO. G te1 sCo DATE • 10 /1� % . . COMPUTED BY WJ CHECKED BY • N 1 I-4 r v► z (0. sot -A 1.3iX 1lb '1'3 ti ')4Z : . sq TT-k 7 I'.72 rn--I'- 6.9c.\\ ' /, t r i IC, t.a ' ' .� i S &�. Plt 1r 0 .- v . = 5 0.52A. i'r --K- rA 12_ 4 : A 1 1 I PI t . A S I V I o:, s ‘ 1 7 W ( 1 ) , 1 % , 1 7 \ . ; 1 3 = .2231 c-M \) ' W/ l : o arl% 1eL ;C I3 i (St") _ .gS 3.7)s i3: CPI r000ac► - : (o;1s7(,t•s7c A 1 .9\ so1L : o • \ oz. v-cdp Ct. M`' vk 7 14. `iz . > T. So, s Try ; . � e tit" oc .4.,. , Barry'Levin & Associates 'c. Structural Engineers Atlanta • Los Angeles • Now York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837: JOB NAME SUBJECT HOME PL-1 TU14-h11% -s frts u)wtata• Zq pti ; ._ z y2(. z. , (X; i ;:.:Zoe. r-1-46.3' M 20 88 Fr -Ibs R - 31 = 114 1b%. ` II ANClioR 60,E ULTIMAT8 STRE - m rim= (z)(.1 Is GO - 42 gs Ibs \.■ ( x 4 S.x= .. 12ZI1 1 )S SPAct N14 o V- so ms e" 9s . $ T \ o f FM.6yros a l p S= O.1,o4. 04 t o C 0 4 1 . 4 - 4 1 1 % c� DL • goMPN • E144 . i.. ._.;.�._... Y.t_..._.1__ Mix.N'c• =Iz , �.;., - ..: .;,. .w t.I rsP)CCt) Rw = 29‘1 S4e, lbs. 2498(11:/o4, O, qoe, 114 b zoesekreCrris 8 -'. a Isc- hilt£ : I- . TA1,t 1.: 6.e' 1 -D . dP4. t 4.4" I6oL.r TU -1Mo4 2oet5C.%z: Ise Ib< O)C=) g:13 Kies out- k :PR _ O mar r. I" 4A. = 43. s Ibs ,C 4 •g uge- 4— s4 ,c (3 t3eo. SHEET NO. 10 JOB NO. a t BI SV DATE - lo /7a198 • COMPUTED BY CHECKED BY wr- 0 co%L • o .17." 4,0 tit FL, b Vis ET Ap it Qb 25 `1. s C,ovol► -Pr?fl o ReotIon ■ Barry'Levin & Associates ,.c.' Structural Engineers Atlanta • Lot Anps4u • Now York • Chicago QQ 1 ; r- 0 ,e ( 0.4 )C,a, ) c/ ? Z3,% fz 74, • 4 to vs. o,7i(.0.441(,Gc 11 et • • 1 -44. I. 1.4 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 - LI - 1 - JOB NAME 1-tE BEM' TUk1 -11U+' , I COMPUTED BY 10 ' SUBJECT ' CHECKED BY 41,4 sCA >L O')L41 3«x-). ;•�0, V 5`��io�(0.4y1�t� 3 0�� - 12.5 7 th . 1q: i!, 0.122 Goo k -I- •4 SHEET NO i 1 1 JOB NO. • a l BM (e DATE ...;... ; . Vp . ��2o -/'1 g. • ust /4' 1 1i1" ,1 = A N, at" tea. '60 C0.(o7,1.1(4k1b.,' C Ct Sa co) 1. . ;..'1., T.p.fr s Cset.!s7CAffttm ,.. O : 44 lay 364 ,(J i 10;) Ct 9 t I 2 S k : 7 T15.«= j : 'rt c"94 Barry Levin & Associates, Structural Engineers Atlanta • Los Anginas • Now York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, Calif 92614 Phone (719) 833 -3970 • Fax (714) 833- 037 JOB NAME 1 - 1 E DEPdr 1'0V-ti4 SUBJECT ut4A-rEN 6 11 M - 240 27- 1 TRn— I —ik to a ER P Is& o• SOW- e 1.6 = 11.S 5 (5)0s.OL13'e•3 )t • Z s . sLo. %,31 13: 0)0,4' 7 ,9 SHEET NO 112- JOB NO. - 1 PSI S : w' /x / 98. DATE COMPUTED BY 44) Yr CHECKED BY n a 5 0. 40 L►:T = 0 z / 'ti' 6.Is1, °' 9.77 y 7-4N.o. % " o P'- v, ' M w . _ (o , S( � Z le+ .t'r-'.K 1•x,4 1t-►L St . ' v ' en t P1144Tm, . . I wl► 1' G • root- ix, : 2. W %DE .. X 1 ` /O lt 'N'K -' 2s. 81S(o,41A%,2 is 9N. V%- 634,+- Mo11, 6,13 rr- . I. S M 0, i,3►• ZZ rr-1L; P114+4 tc . • ,• IlsC X1.'.35 13.80 z g4 ct \ 3 .a . p.0neCts.0s7(1 • = 3. a • 10 C1.3' , 1 7 , 0 s) = 2.13 4 /12 (0' I c) ( -1)(.2' i> . "i Z47 11,30% -•. ! TA tL 8 3'01,2; Sit)'f 1p, 3 =1 ` ;st- 0 1oT.::• 13% 21. rI-k pY; Ow _ 1 2i- t41pe 1-fo TNx- rPS BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago Structural Calculations for THE HOME DEPOT (Tool Rental Enclosure) Tukwila, WA March 1, 1999 cop.( o cit3-o3to . Prepared for Greenberg Farrow Architecture, Inc. ,,B E EXPIR O - 6- 00 _ y.. Applicable Structural Code -1994 Uniform Building Code BLA Job No. 98156 GFA Job No. 980669 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone 949-833-3970 • Fax 949-833-3837 RECEIVED CITY OF TUKW1Lq MAR 0 9 1699 • PERMIT CENTER BARRY LEVIN & ASSOCIATES, Inc. STRUCTURAL ENGINEERS Atlanta • Los Angeles • New York • Chicago Structural Calculations for THE HOME DEPOT (Tool Rental Enclosure) Tukwila, WA March 1, 1999 9 6 18 -03to Prepared for Greenberg Farrow Architecture, Inc. Applicable Structural Code -1994 Uniform Building Code o mR•Fru I ED cwi>A MAR r! 9 1998 PERMIT CENTER BLA Job No. 98156 GFA Job No. 980669 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone 949-833-3970 • Fax 949- 833 -3837 Barry Levin & Associates( Structural Engineers Atlanta • Loa Angeles • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME I-to D =par rute.irttLA SUBJECT TOOL_ P ei.4-1 E1.1CA-CMU RE MTL. s � 33 ' 1 = . -(0/2 (:ct+A*�) u/ felr ))b Pt-r t _ 1 /43I d ) (3 1 • Siz)Z 323.10 *T-lW'4Sti9S f RRoor - R '.;(1°)G C :70.117 _ Z ..SFsr sic ,n = t� s 13230706%) = 0. 802 . t 4 1 0.4 F Q. f0 (33 Doo , eoo a.) 10 @ 2 0►� _ 0.725 it g 1.4e i s r� _ 'co..SS 1 1■ CVWCAL StiC04 nn 102.'1. CN4ECA FLeYL>IRE : • b = 1 V23.1& ) ti p��uec�to►J ; o Its < o,.4;f5i = I9 P SHEET NO. • JOB NO • q 1 • ! : .. DATE._, .. • -.q 224443 COMPUTED BY 'N CHECKED BY rat < fvi o.40' 0,4(.3300 13 Zoo Ps1 •• 1 oy.1 , t ts S L 304 EZ -C.sX S Fx 2=)C;32.5e(3) u . s •b4 (. 'i1<lore)(4 ;5590 1.50" T,1) Lt=.p4rit= 33L-0" crisp VEF rr) RaDF 4 • 0201 - A16 @ '24 c. 1 .(M •t►s.*�. �µ ' t <✓' l p)ra '%G," o. c. (,t, 3 DF?. 600SC.2OQ , Barry Levin & Associates( ic. Structural Engineers Atlanta • Los Ang&as • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833-3837 JOB NAME f '*1E• PERK T W lLA Ug1NG- f Ci LQI goTTOM c�o�1 -INE O Rat, = IG2.7;o `' SUBJECT 1 141e zik PAritio•S - S`t11 2 - 0. C Nltx1.- .Ds.._. S :c . B. o. . 23PeM sNt;Prf k C.RANc-Ir( (Scet , fe.1- c0Acpere cot -St Rvih►rtt) C141,• • : Er1t 1 "14 ) P PCIA AC , : 2 05 C z� Ari 2 , 7 OR �/ = Ir 3• III U' e - 2. ' o. I (1) PI >as C 'Io.c. R s4s (eor1DM c dNt- Itvr1. gpp ZQS (2Mo6.10 = 3,11 ".,) 3 o o.c. • • T? Rite= IC/100 WI _'L 0 .1'17 " 0 PINS e 3Z`to.c. • tmING= S-40 cI. C.N. .14 ktU • SNt /1..- CAPtfi�(. o /NAK. C, s3 -I-4\ J Tit N . Wt16F► I Ve" SPPatka = 'GA Ca I,3s7 u 3= to d C. W. 1-04‘ a 744 C-rir cot4 t4 e=URo*l) tar k% lob . % Ib% Crr cnt, - gq CZ)(tis.0 Ao8.10 = 2.31' Ut ; 2 4 %(,% Ca Wo.c. N SHEET NO 2 JOB NO. s Q CIO I DATE 1 /2149B COMPUTED BY Wm CHECKED BY _. 2.5 2' o.c• Barry Levin & Associates( Structural Engineers 1. • 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833t3837 ': JOB NAME Hoevt. DEPcr T\W .41 LA SUBJECT Re44TP _ 1Ei-1 cLas URC Atlanta • Loa Angeles • New York • Chicago FNeLogURE wt_ oCNO IT tow SE1zMIL ZONE 5 Par MIN . - L Pare$ .- `Nke to co• ms) C zicio 1se,r R WNw r 159 - ,C 2 o /z)*- vseo Ibs • SHEET NO' JOB NO. OIsc I ow COMPUTED BY 'uh`"' CHECKED BY %Seo /82,. L1 E % / 2 Cwt. =PLY WD: 4/ ereinl _0644 "b A NS (e*o' • 'a 1 cr .c; . gAi 4 1,a 4 � 1 - - EVALUATION REPORT Copyriahl O 1994 ICBO Evaluation Service. Inc. ICBO(valuation. Service Inc. 5360 WORKMAN MILL ROAD • • WHITTIER, CAUFORNIA 90601.2299 ..... A subsidiary corporation of the International Conference OCT O 2 of Building Officials • Filing Category: ROOF, WALL ANO FLOOR PANELS —Wood (210) PLYWOOD DECK DIAPHRAGMS AND SHEAR WALLS ATTACHED WRH ERICO PNEUMATIC FASTENERS • ERICO TOOL ai FASTENERS, INC. 29019 SOLON ROAD SOLON, OHIO 44139 I. Subject: Plywood Deck Diaphragms and Shear Walls Attached with Erico Pneumatic Fasteners. II. Description: A. General: Plywood deck diaphragms and plywood shear walls are attached to steel framing with Erico pneumatic fasteners. The fasteners are manufactured from AISI 1060 orAISI 1566 steel and are heat treated to a hardness of R 52 to 54. Tlie fasteners are electrozlnc plated with a chromate finish. They are produced in 0.190 0.1444nch and 0.100-inch diameters which have 3 /8- inch -. 5 /te•inch- and 1 4- inch•diameter heads. respectively. Steel framing members noted as gauges in this report refer to the following thicknesses: N0.14 gauge: 0.0710 inch; No. 16 gauge: 0.0553 inch; No. 18 gauge: 0.0428 inch; No. 20 gauge: 0.0333 inch: No. 22 gauge: 0.0275 inch. B. Plywood Deck Diaphragms: Erico pneumatic fasteners may be wed to fasten code - complying plywood decks to steel framing membss. Allowable shear for plywood diaphragms attached with the 0.144 -Inch- diameter fasteners is shown in Table No. I. Allowable shear for plywood diaphragms attached with the 0.100 -inch- diameter fasteners is indicated in Tables Nos. X0 and XIII. Panels noted in Tables Nos. I. XII and XIII must be capable of supporting vertical loads based on the panel span ratings indicated in Table No. 25 -S -1 of the code. If diaphragm blocking is required. it must be provided as indicated in the code. The maximum diaphragm span-width ratio is 4 :1. Diaphragm deflections may be computed using equation in Section 25.922 of U.B.C. Standard No. 25-9. For determination of e„ in that equa- tion, see Table No. XIV. C. Plywood Shear Walls: Erico fasteners may be used to fasten struc- tural use panels to steel framing members. The allowable shear and perti- nent construction requirements are indicated in Table No. 11 and Tables • 4. .111%1 44 1 • Report No. 4144 December. 1994 Nos. VIII through XI. The maximum shear wall height -width ratio is 3 Shear wall deflections may be computed using the equation in Section 25.923 of U.B.C. Standard 25.9. For determination of 4 in that equation, see Table No. XIV. 0. Wood and Plywood Attached to Steel: Erica fasteners may be used to fasten wood and plywood to 'steel framing members. Fastener informa- tion, attachment dimensions, required penetrations. and allowable loads are set forth in Tables Nos. III through VII. E. IdenUfIcation: The Erico pneumatic fasteners are identified by the manufacturer's name and catalog number on the cartons and one of the following logos or symbols on the head of each fastener. 000000 • III. Evidence Submitted: Full-scale horizontal diaphragm and shear wall load tests, small-scale fastener tests. descriptive details and struc- tural calculations have been submitted. • Findings, • IV. Findings: That the Plywood Deck Diaphragms and Shear Walls attached with Mice Pneumatic Fasteners comply with the 1991 Uniform kllding Cod" . subject to the following conditions: • 1. The allowable shear values for the plywood horizontal dia- phragms and plywood shear walls can not exceed values noted in Tables Nos. I, II, and VIII through XIII. 2. Indlvidtal fastener attachment allowable values can not exceed those set forth in Tables Nos. III through VII. 3. Limitations based on deflections of horizontal diaphragms and . shear walls must be considered in design. 1993 Accumulative Supplement to the U.S.C.: This report is unaffected by the supplement. This report is subject to re-examination In one year. Ev. 11. Noanp. rd WOO Evaluation Semite, hoe" ar issued WO? moat imi/aw MaserA awaters WOO, am nit wpm **Mike nowt is beret Endr.M..svp.vu mot to bem ed as rrywesstakt otighala wogalsanlribeits yuyk+ W/ei iressr / was a,e.duuwr.twratwuw.• &Nom fir ea the subject report Tlrir nit la Mid "pow Mdepdeat rsor or adwr othaic r/rr sniwkIad die wawa TM tCIO Itooladdm Sedee. ine. rebnks'M O A.r ' ale sea malts moiler esker dam. betdoesmetpssenensfecikissso ask es lodgment r.Okiwf..Thavisaownwfb ICIOErr.I..NOa Simko. /e..was w WOW. eutomg"FWberor whin mowixderr/at.riseems Faras nwallroAtreprtThislsd skaerM rin.betsaotrwWdsr.aeer ul.fl& Pawl e# I • 'PANEL M$NN UM PANEL THICKNESS (Wenw) FRAMING MOTTO) (Y°•1°•a) SLOCKIl* OsANMAOMS- OASTuNSR SPACINGS UNOLOCKW OIAPHrIAGMSsU 4 4 4 244 2 Cam 1 Cow 24 460 360 595 655 703. 743 1 4 3 STRUCTURAL I 3/e 1 21 /2 313 333 420 470 630 710 840 945 210 315 210 235 13/,2 I12 2 393 443 325 390 790 890 1.053 1.185 330 393 263 295 RATED SHEATHING 3 la IT /2 211 285 320 380 425 363 635 735 145 230 283 190 _ 210 13/72 1 2 • 355 400 473 335 710 800 905 905 313 355 235 . 265 1• /32 2 2 435 510 870 970 383 290 23 /32 I 2 2 385 35 510 0 1.%6 383 290 . ' 3/ ! 2a 1 2 400 430 530 600 800 895 1.065 1.195 333 400 265 300 • PANEL MINIMUM PANEL TNICKNESS (1nenN1 PRAYING SPACING Ilnenes on wlmrl J/ PASTtNER SPACING Inches en mow) II 4 3 2 APA STRUCTURAL.' 3{0 •I4 :ha /14 13 / ±2 11i, 24 16 24 16 16 or 24 . 16 or 24 230 280 300 330 350 375 345 420 445 490 323 360 460 360 595 655 703. 743 3113 715 760 835 195 950 APA•RATED SHEATHING SIDING AND SIDING ----> ? • !%a 7/14 7l 16 . 7/ 16 h h 24 16 24 16 16 or 24 16 or 24 205 30 270 295 315 •333 345 310 310 400 440 475 505 513 415 305 535 590 630 670 690 53 613 683 730 103 135 175 loin 16 or 24 CATALOG NuwEn SHANK TYPE SHANK Artll dMt[ MMNNNIYr STSEL THICKNESS MAMMA THICKNESS OP LUMSIR AMOR STRUCTURAL PANELS 3 $8* T he - 1116e mMa Din' Din' 1' 1 1 /e i Knurled Smooth Smooth Smooth Sup Down 0.144 .0144 0.144 0.144 0.190 14 gauge 11 gauge lies /; ` /I: 135 155 133 133 - 183 183 183 115 ' - 195 195 195 195 260 213 213 213 213 330 2I5 ' 220 220 220 _ 375 213 2 240 245 390 = r� � n PIO% Pap. 2 of 6 r .;. TABLE HO. I— ALLOWABLE SHEAR VALUES N POUNDS PER POOT POR HORIZONTAL PLYWOOD DIAPHRAGMS WITH STEEL FRAMING AND ERICO 0.144 INCH4NAMETER FASTINERS 'These values are for $hon•ume loads due to wind or earthquake and must be reduced 25 percent for normal loading. The pin muu be long enough to penetrate through the thickness of the support a minimum of 1 /4 inch. !AO framing is minimum No. 14 gauge steel. except u noted in Footnote 4. 'These values are for diaphragms with minimum No. 11 gauge framing. 'For fauener spacing and case description see U.B.C. Table No. 254.1. 4 Maarmum fawner spacing at 6 inches on center. 'Spacing of fasteners along intermediate framing members is 12 inches on center. ' minimum pang edge dunce is !/e inch. TABLE NO. II— ALLOWABLE SHEAR VALUES IN POUNDS PER FOOT FOR PLYW000 SHEAR WALLS WITH STEEL FRAMING AND ERICO 0.144.INCH•DIAMETER FASTENERS' . °These values ate for shon.tinme loads due to wind or earthquake and must be reduced 23 percent for normal loading. =Tlse pn must be long enough to penetrate through the thickness of the support a minimum of 1 /4 inch. l Steel framing muu be minimum No. 14 gaup with minimum Inge width of 1 inches. 'Spacing of fasteners along intermediate framing members is 12 inches on carter. 3 7hs minimum pond edge distance is 3 /1 inch. •Spacing of these fasteners along intermediate framing members is 6 incises an cotter. TABLE NO. III— ALLOWABLE LATERAL VALUES 14 POUNDS PER FASTENER DUE TO WIND OR SEISMIC LOADS FOR W000 OR PLYWOOD SHEATHING ATTACHED TO STEEL FRAMING WITH ERICO FASTENERS I VAmd teas have specific grevky of 0.31 or paler :Plywood dseuhing Nms be Samurai 1•nud she thi0F for mud sheathing lniiuea trust be redwood 10 paout. 'Then seises we for loads dire to wind or earthquake and must be reduced by 23 sweat for other ippiiation. 'Minimum pond adp dams is ifs inch. • Report No. 41 • Barry Levin & Associates( Structural Engineers Atlanta • Los Angola* • Plow York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 ' ; JOB NAME H'OM E DE T V K44ILP SUBJECT - took, RL4RM. ENCLo S IIRC cS 1 1++1 Sou- t.1P L ocR ROLL- UP Mo = (Io ent 1 1?7/8 Pt' .-1121 V= SP (.IZ7I - 5140 4z) = 2, se 04,E 4403o r s, 4. I t 6.713 N" 16.90 t t 4 G-it�Ci1 DE}'tx11okl Vow. A= stat` _ (.33A1)(1y ,1Ct 0.31 4 L�, 0,4D" •{ use: Ts ' 4 -- u ton- PA tesvEv 6 = s � ix4o �o `xops") 412) at. ( tz� 3 $A 21x10 710.9 of = 04 0 1344:;:._. Q, 60 040 • "Trair Or 4Vt X1.0 •4 oW , TS s;�'si4 . _.�...;...... .. :44 Cuts f i SHEET NO 4 JOB NO. q OI S fe DATE • • • /274 COMPUTED BY '� CHECKED BY ors 5-0.57q4, � LL IUIEF • • I -O" 1 S --AP. Barry Levin & Associates( tc.._ Structural Engineers )• Cad ►. ' II -- I ��► -.�.� 18006 Skypark Circle • Suite 205 • Irvine, Ca lifornia -92614 Phone (714) 833 -3970 • Fax (714) 8334837 ! • ' JOB NAME NOME DePvc SUBJECT GHLI PON HEMP. 1 si " 4 CE • Atlanta • Loa Angola. • Now York • Chicago 14'14o; ea MPH - Ex Po-- v?E..: 6,. C• p' I i i = v (pi. CI. tb 06.4fwsnO f- 16.3 PS r seismic % ZoNE 3 r ar pc e, r ool I ; As- 2.1.18 SHEET NO ' S JOB NO'. Sce .DATE; ., ' 10419h8. COMPUTED BY 11- CHECKED BY 1.4 a U.: - E, T. "7. US S d s S 25" .1'1. ?sr( 1) 7.. . 1 . 7• SS ? 4 = 11.5s013) /e: - 111 Ft- .1bs /�-c. or 41o,u, 2 _ I Z ' ; 121_ s.'ZS) sloe (5lox 1.33) n M 2S, 8( 1 tti4 bd, _ . 12- s. i t 24oaa)• 4 ?1) 0. OW 2 -# 4 @ 3G ll;o. c . Ms = AsA 5 a • A ass 0.40ooN his= 1'tr 24 7 R -% /r'' 1111'i' -Ilan M h - QIN. w)lj. • 1.2,1 s.z's7 . o 2-31q I s; .r7T -1 ) 711 I t I os or thqE! . 244 & 3G (. 4% tab) ,o3ocol.o.ls)C78 fsr') . = 17.ss 'Sr e cf1 > 16. SeSt• o. 3 oLOL o. .7S II S ) s _2S: 61S \ftw @ GM v P1 L ASTER 4 CsEis, 1tt_ 6 wEret.S� 16.3 Lieat 1419 Barry Levin & Associates c., Structural Engineers Atlanta • Los Angeles • Now York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833- 3837 - 4 JOB NAME SUBJECT Haft •trb+r ti.tK1 hA GM V F'wswit p-% 1- ! cC M = 11, s s Ps F ttlit 4 )(:13 , ezie ) ;t o Co-roe 2s. 875 Fr-FL 2 71.33I3.(3 3 )CAS•13!A) IA: 33,44 Tr- c- 2 741 (13A0, Sault L33 6;13" 0.i 0.084 33,y Cm) t _ 2S 7 3 .4�1z� 0. 07°161 1p'Q' / 24(.13) '(7 ,' 1 i= 0.. o91 /13.las M* OU3sLulY ISM 1.09 la n.1 3 44 o, • PAc.E ) 0. sys Z 5• S8y v, 6W via. 1. 1Dc 24100.3540. &o l i 1� I7 2 s 3. co �' —K- 7 36, 8 �F .k ti 1 : r o , sao 1.33) C '5.5194) / IZ • 404S r - > 3G.6 )SE ; 2-4 l . n roe. rPrcc. SHEET NO. ' JOB NO. 981% DATE 10 1 •/ r i 8 • COMPUTED CHECKED BY T c T E!s 12r..o" / 11 c..tac. 'GPe t.c i•40 e,, Barry Levin & Associates; Vic. Structural Engineers Atlanta • Los AngN.• • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine,'California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 ! • • • c JOB NAME I4Otie P E - P3T 11Y104114 • SUBJECT G1 PvW mEerett, F£14 SHEET NO. 7 JOB ca I !MC C. - DATE IO / tlir9g COMPUTED By 'w CHECKED BY - F001 - 11-1C, : T'a't- 4 -0" 14•0*. :• :7 1 ;O".:t.0 1 TN1-. — . r*oor4.sl SS � sF(.I4)C13!efl 4 1. 51 2S.61%r1Ct�.? 1. v.13,BZ� I. S� 40i. • • S PT -1C- X1 1: w= 0 . 0 11 1a co 'XI -45-- P~ 0,!00,04, o, 0001(.12)c X Ise' 1.01 •0 1� PI Immt- r- 0.,nuo Czy, 1,.33.: }_ 8" 41 : O. 016 KVP L 13 • e3. v. O.) root06. = o- Isms (II s kx1' SotL : 1at) Kgrq. 1.33 x 2S. S4) W SIMS = 6 A, zs. r GMta Wpt. (3.11 Is. 6o(.3. al. Is It-- e = 4°• 4• L ' I.%1 %; 2 _ 2.21 1.23' : .: I - 2 (1'1.'1c•) 3(4)(1.Z.p - 2Al3KAF < 3A(s) ..:.--- 4 PIA- 1.4[(.0• S(03)(.2.83Stf Y .1.6o -,7,63 ), Vila ,,, Vr Z • =35� 2.83s Mw.1o.2 Ft -v- N10 ,. to . 2(.�z 0. ow 8 . ID a� 1 fi� ' o s'\021.15)15 ) n - - SHEET NO g JOB NO. 981 sc. -DATE • 10 ./19 • COMPUTED BY ma CHECKED BY Barry Levin & Associates( Structural Engineers Atlanta • Los Angolas • NOW York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, Cali 92614 ! Phone (714) 833 -3970 • Fax (714) 833 -3837 • .{ JOB NAME I PE Or T"L.lCwAVA SUBJECT GM U P eft4 M tit% TEN C M= 3 3.4q/2 - 110.112 FT -_- 2 VA (16? - 63. Socici .3 11.2 I o gS -71kC 1G .121 O.,o,3V( (?.c.I,c1.33NC1(e7.11e • 1 . Acs: o.o11.(%0tAz. 0.35 : . �.� oo��ac� Tfust - e1‘-try I.sMo. co1.05/2-- 3o.s 1 St, = o • 11S1FGr (o.(0 1.33 Foolle - 0 sr4L. i>; 21,15) G`IS c MR: 16,,t3zC /z 4 12 ��- . :1•: s Ct wt. 74 824 1 7 - r . 2.C16• &VI b 2,c Si) 03 • Sea, s 2 s T : • o < 3 1�Sr' :kst 1 • ' '- s 4'. ,c %L ) ! Barry Levin & Associates(:. Structural Engineers Atlanta • Loa Anglia. • New York • Chicago 1 .!...l..l. 1 !. 1 18006 Skypark Circle • Suite 205 • Irvine, :California- 92614 Phone (714) 833 -3970 • Fax (714) 833 -30 - 1 1 ; JOB NAME HO1AL Pt '1'11Y t 4 SUBJECT P1tAvrt' ; LTR�b Wtorik,= @ 1 1(0.1s FP I(- hs 11 ; : 2-it 5 a zr. ?pa P= 0 (.();= 0 -;(.4.1 o Y6w %i 6.141 � 1 2 A . (s7 ' r—v- f4 Yri co. sot -c 1.33 (. l (a 1'3 �Z = 2A Sq Tr- 7 l b.')'L (p •9y‘ 2 -4 S VLI∎v • ESP► -rsitc • 1 3 0,526 c%' V 4.1oy. o� : Qlg i 1c C: Is• RI) t3 , (sfi� So1L : 0 , \901FC Ci.33 .:t+i: ( %vp% 4 (b.1= Mt.? 14,c\e $ s71r- r.Y- > - so, s rr- ;. �k SHEET NO JOB NO x'161 xi DATE:._i l0 /1�� I1� : . COMPUTED BY ta4r CHECKED BY �.. 1te,z; S 1 & SGt ' tAlL t44 4 Y • Barry Levin & Associates( .c Structural Engineers Atlanta • Los Anpsiss • Now York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 I: JOB NAME Hot IL DEPT TUtt' tt P SUBJECT 6 P't' go et4 E$.P n.x. ! .w•1% -los b.( 4,r %)Cu A (1/2-) -1-1R1 sii fi Q dasa / A c- TEL : I- : Ti, • I D , yPtwti.1. I3oLT - T1,1oa -.Ty bout- sNtJPa. Og ANc\koR tar tJl- TIMP?TE s TR�1Gm : ri 0.1,4 Is 40. gsIbs Vim, (z-)C1.4 x 43•x- .12zlbs SPIV-4,44 o r cos : e" Lk.t' V,\ or FM B�= `'I S= O. Qi,. 04 lb cM •rti' Co 9 % IE4y,Ib( 8.13 v4ftc e1s. s►ks< 4 . \ API • W SHEET NO ' IO JOB NO a t 01 Se; DATE 10 rte/ 9 e ' COMPUTED BY w"` CHECKED BY �UwtNc• 2o1 Pte. z ' Yom. C zenc ra Zo sca, FT -1I 3 Rw = z 1 c11') - 34e lbs. 5R - Z (4tocoo >e. O. goe, 111 b = o,orsLs o .fl" 1-R = zoe eLv �'�Ctir0 - 8 .Z. i t a La "�. 41 11 1 C� �( s)lo•'ri� b: T -tr Fr 9�e cs s &J• 3� (_ = 13:410),, M 20 8e Fr -Ibs R S1f5/z= 1 Pip zsici.s i N , I c r PT. 4 sci. (U, b1). t'161141 - CoW N 6- C 1e cro> Barry Levin & Associates( ►c. Structural Engineers • Atlanta • Los Angeles • New York 'Chicago I. I 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833-3837 837 ' • o Ai( o•4 0C(007 ? Z3 r7(0 R ?40 AO Vs' 0,1� 11 14. Z1oo* tR= 0 . 4 0 4 • ‘ ) ;- %-lovzt z., CS JOB NAME fE PEP it 111K1►3 %Lb SUBJECT SHEET NO I N JOB NO ` -- DATE - 10 - 12o COMPUTED BY (#D — CHECKED BY r� I � o,tes(A >C iic,)Cg1 3«� O. to S p�oo (0.4y1�t 3c71 = 12.5` \1.1. S s 0.1 2zI 4 CS ft 4,4 7 1 1, t,u :. 01� Ai ; — 1 . 2 ! k-r =. 3!c{N )c I I d- ‘t" '4.1 f Ar . 9 h mo (,o. (0i>(i,fott( ;,A)c.%)(04.*) : 3ta, s t =-- cs SIC * :: 3 .°I �t -IbS gR: 3.go(ati) / 'C.C4(000h o . �� Iry S t 3 8.i Iiyt12t 6,;. y4 )P 364 (..z-°= lot) Ctr• 4 . k T . 4,y14" • Barry Levin & Associates( . c. Structural Engineers Atlanta • Los Anodes • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 • JOB NAME l i n t s E DEPT' is ' I1.* SUBJECT re PI l..A %TEN. M 124o , 2'L Pt -14 :....i TR3- 1 -4 (0 a- EP Pl4c.E (5)(1s C.13 -8 t Z s .9) S 3Z )( 13:(131C ' - 2 s L o. L4 )/ =0;19) r�14 (d, y40C 7 4N- 0,111. 1)Cri 12 Pc --1 7• �,c% r -' - , s �" o ' • ° (6.1t°1•(„M: usC- o' t rE w1; 1 1k• roorwc, ; 24" %4%De x 11'1,4*%(- c.�>`.?t.. Ss C' s)u s. eM C 13.8- + 2s. 81s (ab - l. 13 9b( ►s- W z) = 8, 6 I . s r 4 0,1, 13. ZZ rr - 1cc; P1t4§4t o ) 13 -o = 1 ctr1v co on bs.0sThL = 3. SOW- e (1 %OO (I.3 ' - i')(.?, S) Z.13 .r9 SIB = GfiZ(0• I n(,tl. ZW: 0,zo YG- TA Ca- 1 8 , 3 bl.2, ,10 3 rt -V- 71 • S oT.: 13: 2v T-' DL, z SHEET NO !JOB NO GI 5 DATE 1 /98 ' ;COMPUTED BY 4A) 111.". CHECKED BY • Ilse _ 2! --('' I.4lowc 1-l0 T'i'S X11 a 06/17/99 11:14 FAX 714 259 5479 GFA Cry I TS AIl■FIF■ Cabin„u 1 GREENBERG FARROW ARCHITECTURE ENGINEERING DEVELOPMENT Larry J. Farrow, Architect 15101 Red Hill Avenue, Suite 200, Tustin, California 92780 tel 714.259.0500 fax 714.259.5480 www.greenberpfarrow.com AIUNTA. NeorgI NEW YORK, New York CHICANO, Le ara SOMERVILLE. Newjersey . SAN FRANCISCO. Cellomla Message Project Number of Pages Including This Cover: 2 FAX TRANSMITTAL Thursday, June 17, 1999 To :. Rick Dealba FERGUSON CONSTRUCTION - Seattle Phone: (206) 767 -3810 Fax: (206) 767 -7342 HOME DEPOT - TUKWILA (takeover) CFA Project Number 91088 From: Robert Hart Rion Confidentialihr Notice The information contained In this facsimile message Is legally privileged and confidential Information, intended only for the use of the Individual or entity named above. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this telecapy In any manner Is strictly prohibited. If you have received this telecopy in error, please Immediately telephone sender at 714259,0500. Per our conversation of this morning questioning your use of #9 screws when previously our drawings had indicated 0.177 screws. Following is the equivelents chart from Graphic Standards (eight edition). It shows that the 0.177 is the same as the #9. DIAMETER Y. 9 /3i a /16 9' ' /Ii Vs I/x DECIMAL EQUIV. .138 .164 .790 .250 .313 .375 .500 SPRING WINO A 1.438 1.875 1.875 2.083 2.760 2.875 4.825 e '.375 .500 .500 .698 .675 1.000 1.250 L 2 -4 2 ' /2 - 2 -6 2 -53 -6 3 -5 4 - 6 TUMBLE A 1.260 2.000 2.000 2250 2.750 2.750 29 /32 P .375 .500 .500 .686 .875 .875 O1 /3 2 L 2 -4 2'/2 -4 3 -6 3-6 3 -6 3 - RIVETED TUMBLE A 2.000 2.000 2.250 2.760 2.750 3,375 Is .379 .375 .500 .625 .688 .876 L 2'/2 -43 -6 3 -6 3 -8 3 -8 , 3 -6 AMETER I /. 3 /16 s /e 1 /2 6 /e 3 /4 '/e 1 L1. rQu Iv. .250 .313 .375 .500 .625 .760 .875 1.00 • A 4 a 1 / 2 6" 6" 6" 6" 8" 6" 9•• 9 „ 9 •,• 12" 12" 12" 12" 12" e 7 /16 1 /2 a /I4 Ya 29 /32 1 1 1 /e C V. '/e O1 /3 2 1 /l 1 Vs I /a? 1'/e 2' /7D. URNBUCKLE WITH STUD ENDS D014: 06/17/99 11:15 FAX 714 259 5479 GFA 111111111111111111111111111111tlllll.1 Illlllllllllllllllllllllllllllllll EYE URNDUCKLES tIN INCHES) CLEVIS 4METERS OVER I" a/AILABLE. NOT ALWAYS STOCKED. TREADED 7UND \ \\ \\ 1 \\ l\\ \ \\ \ �� \ \\ E TRUSS :1f•drilling fasteners: used to attach metal to metal, sod, end concrete, Consult manufacturer for sizes and dung capabilities. ELF- DRILLING FASTENERS ET SCREWS nothy B. McDonald; Washington, O.C. PULL MANDREL HEX uARE HEAD BLOTTED SOCKET it Screws: heedless with socket or slotted top; mode in :ea 4 in. to 'h In., and In lengths '/z M. to 6 in. Square ad sizes '4 In. to 1 in., and lengths 1 4 In. to 6 in. e Rivets, Screws, and M, ;ellaneous Fasteners 231 • 4111111■., an.m•giC : ,,,nnl 10%\ \\1\t SPRING WING -IND RIVETS FOR UBE IN A JOINT THAT 19 ACCEBSIBLE FROM ONLY ONE SIDE IC ;i 1 FLAT COUNTERSUNK TOGGLE BOLTS t IN INCHES) DRIVE PIN PAN iVETS r'ANDARD RIVETS AVAILABLE WITH 6OL10,TUBULAR AND SPLIT 6HANKB OF STEEL. BRABO, Capper', .UMINUM,MONEL METAL AND STAINLEOS ETEELI IN DIAMETEREI OF 1/e'' 70 7/16" AND LENGTHS = s/1e" TO 4 IN. SHEET METAL GIMLET POINT Sheet metal gimlet point: hardened. self•tapping. Used in 28 gauge to 8 gauge sheet metal; alumi- num, plastic, slate, etc. Usual head types, ' ooUp111p1U111, SHEET METAL BWNT POINT Sheet metal blunt polo': hardened, self - tapping. Used in 28 to 18 gauge sheet metal. Made in sizes 4 to 14 in usual head types. ' lllllllllllllll::;.: THREAD CUTTING- CUTTING BLOT Thread; cutting, cutting slot: hardened. Used In metals up to 1 /4 in. thick In sizes 4 In. to 2 /,e In. In usual heed types. SHEET METAL B• THREADING SCREWS TUMBLE SLOTTED ROUND HEAD PHILLIPS FREARSON DRIVE TYPES 2002 RIVETED TuMeLE CHEMICALLY EXPANDED OVAL HEAD ) 111111 mau t , FLAT HEAD WOOD SCREWS (IN IN.1 .05 .073 .086 .099 .112 .125 .138 .161 .164 .177 ,190 203 .215 .242 .268 .294 .320 DIA. 0 1 2 3 4 5 6 7 8 9' 10 11 12 14 18 16 20 24 0E01. .372 LENGTH 1 /4 -' /e 1/4 - '/2 1 /. - 1 /. -1 -1'/2 3 /e -1' /s 3 /4 - 2 2 /, - 2 '/2 - 3 - '/2 -3 . _3 1/ 2 6 /e - 3 /4 __5 1 -5 1 -6 1 '/2 - 3 -5' Barry Levin & Associates, InC Structural Engineers Atlanta • Los Angeles • New York • Chicago Structural Calculations for THE HOME DEPOT (Tool Rental Enclosure) Tukwila, WA October 22, 1998 Prepared for Greenberg Farrow Architecture, Inc. PPeis- 057 h'15-031a3 Applicable Structural Code -1994 Uniform Building Code BLA Job No. 98156 GFA Job No. 980669 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 EXPIRES 10 - 6 - 00 RECEIVED CITY OF TUKWILA OCT 281998 PERMIT CENTER Barry Levin & Associate( .l Structural Engineers Atlanta • Los Angels • Now York • Chicago 3 g _ 1.4e I r,� = (0.559 ladt 18000 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME HO M E 1::)cFor rUKIrt ILA SUBJECT ' F�ENCPct.– E14 CLo L) RE mit S'fW_WA H = 3 !0 /2 CMc) F ' 33 �sl Sesr(2 PI.F t~t = 3O °) (32. Z)Z= I323,1orr -mo 4 Rp = RsLm: .01 Z:70.113 Z Seir 1323. : 0.802 0.to C 33oot7 , 'r'' -'( Soo CJ 10 @ 0 . 4 - A. 0.725 %, SHEET NO. JOB NO. % I Sc ' DATE q 12 24 98 COMPUTED BY CHECKED BY .{vN Vg) LE'P4q.= 33 (r1E1-P voWrr) S NO , Q 2. O. C.. C See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on F =50ksi for 12, 14 and 16 gouge sections, F =33ksi for 18 gouge sections. 14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un- reduced cross section of the joist member. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. -14- • Barry Levin & Associate( n c. Structural Engineers Atlanta • Los Anyalas • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME HOME.. P T W ll,p∎ SUBJECT 1 1• PAEZTI*1orJ — S`t Up F,or ot1 Rs IG2.7 o III vgiNc- Spi►C,t 0 SHEET NO 2 JOB NO. 981S` DATE 174 COMPUTED BY U CHECKED BY 2.- 0.111 1 56 C 1 vs X .G . e. o. 2.See) £&4r R caP a rf Isollas/ 1 4 (Sea, feA —coAct Co1 %ERN/P.. - j ) ctit N, tilt a = I'i4 ) 20S (. = 2. S e 0.e.. R > I,��R IcaQ. l lbs Li t - 2- 0.%11"0 rj Ns C3 24 O R sL� (eoTtom G dN t-I tr'tio c3 ?ct N6, - 2145 (-2;) flo p,.10= a- ' 3! 0 " v... --voP or- - -2- 0 .1/1 11 0 PI WI R-mr= 1(Z110 All DING- 3— I O a C. ktu s%As'14-4../1.4vmstist. ca,F.Ac.vt-(= 9A, 1123.440411 ( Ut3 c, ' 4141 ) SPPGxAG, 6 ‘ 4 \ C3 -1,337 /1421 Y•.31 ' Ube > io d G.W. tons t7 2y'l o.t. °R ' IN� R= 408 . It" CrPuNG, = 94 Ci-X.V s Ao8.10 - 2.51 US Z loci C.1.4 'NAM G 0,c Cm? co1414.) e 32`10, Barry Levin & Associate( a c. Structural Engineers Atlanta • Los Angels • New York • Chicago • 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 MOMS pePar TAW l LA ENCL uPE It ERvtAa. GAND 1T tot-1 SE1 %t1 C. ZONE S Par Pt i N.- L rlt'IERp4. JOB NAME SUBJECT 1D'; Rej41 Pt. E1-, CLC3s up.E • ( C. ) cork • WI.t to f O V)S) C(2790 x ?• ) 4- (8 ' loj ISe Rwaku.s 5 '.C /z)L rse> %bs 1441.4A,. tse° /8 z. 1� • 3 , Rte 1 • •$ . LIU % � 01>A, -PL.Y WD• SklTC,r, la/ trc' p. t4y 14% 'va 1AU : 33 5 PI GT.G• A144) SHEET NO - JOB NO ci Qy DATE 4 b /ZS 198 COMPUTED BY IA-A' CHECKED BY fog- • • ICBO valuation. Servic€ :Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 9060t4299 •.... A subsidiary corporation of the International Conference of Building Officials OCT 0 2 1995 - \- EVALUATION REPORT Report No. 4144 Copyright 0 1994 IC80 Evaluation Service. Inc. w -Cory Oecember, 1994 Filing Category: ROOF, WALL AND FLOOR PANELS —Wood (216) PLYWOOD DECK DIAPHRAGMS AND SHEAR WALLS ATTACHED WITH ERICO PNEUMATIC FASTENERS • ERICO TOOL & FASTENERS, INC. 29019 SOLON ROAD SOLON. OHIO 44139 I. Subject: Plywood Deck Diaphragms and Shear Walls Attached with Erico Pneumatic Fasteners. II. Deuription: A. General: Plywood deck diaphragms and plywood shear walls are attached to steel framing with Erico pneumatic fasteners. The fasteners are manufactured from AISI 106,0 orAIS11566 steel and are heat treated to a hardness of R 52 to 54. The fasteners are electrozinc plated with a chromate finish. They are produced in 0.190 -inch, 0.144 -inch and 0.100-inch diameters which have 3 /a- inch•. /te -inch -and t /winch -diameter heads. respectively. Steel framing members noted as gauges in this report refer to the following thicknesses: No. 14 gauge: 0.0710 inch: No. 16 gauge: 0.0553 inch: No. 18 gauge: 0.0428 inch: No. 20 gauge: 0.0333 inch: No. 22 gauge: 0.0275 inch. B. Plywood Deck Diaphragms: Erico pneumatic fasteners may be used to fasten code - complying plywood decks to steel framing members. Allowable shear for plywood diaphragms attached with the 0.144-inch- diameter fasteners is shown in Table No. I. Allowable shear for plywood diaphragms attached with the 0.100 -inch- diameter fasteners is indicated in Tables Nos. XII and XIII. Panels noted in Tables Nos. t, XII and XIII must be capable of supporting vertical loads based on the panel span ratings indicated in Table No. 25 -S -1 of the code. If diaphragm blocking is required. it must be provided as indicated in the code. The maximum diaphragm span -width ratio is 4 :1. Diaphragm deflections may be computed using equation in Section 25.922 of U.B.C. Standard No. 25-9. For determination of e„ in that equa- tion, see Table No. XIV. C. Plywood Shear Walls: Erico fasteners may be used to fasten struc- tural use panels to steel framing members. The allowable shear and perti- nent construction requirements are indicated In Table No. II and Tables Nos. VIII through XI. The maximum shear wall height -width ratio is 31/2:1. Shear wall deflections may be computed using the equation in Section 25.923 of U.B.C. Standard 25-9. For determination 014 in that equation. see Table No. XIV. 0. Wood and Plywood Attached to Steel: Erico fasteners may be used to fasten wood and plywood to steel framing members. Fastener informa- tion. attachment dimensions. required penetrations, and allowable loads are set forth in Tables Nos. III through VII. E. Identification: The Erico pneumatic fasteners are identified by the manufacturer's name and catalog number on the cartons and one of the following logos or symbols on the head of each fastener. C) 0 III. Evidence Submitted: Full -scale horizontal diaphragm and shear wall load tests, small-scale fastener tests. descriptive details and struc- tural calculations have been submitted. Findings IV. Findings: That the Plywood Deck Diaphragms and Shear Walls attached with Erica Pneumatic Fasteners comply with the 1991 Uniform Building Code, subject to the following conditions: • 1. The allowable shear values for the plywood horizontal dia- phragms and plywood shear walls can not exceed values noted In Tables Nos. I, II, and VIII through XIII. 2. Individual fastener attachment allowable values can not exceed those set forth in Tables Nos. III through VII. 3. Limitations based on deflections of horizontal diaphragms and shear walls must be considered in design. 1993 Accumulative Supplement to the U.LC.: This report is unaffected by the supplement This report is subject to re-examination in one year. Evaluation mons of IC110 Err/.ad a Service. ,.e.. car kneed solely t./roW WirwvlM N CWsA w.wb.,..fICIO. rudaL•rfn =she e.4 qsi which she repo is bunt Earlw4.n morn are .. tohe construed asn/ nseakses taAfd .a wog Wife aesdjlWS not spire {fte llyad/nssea rinaveaawsewearwne wwea• dad.n fw of dm 'shim re This mum is lased upon inlopoistisni seta .rWu. trewicalslow s iwtrr 1by du qplie at The ICIO Erviliw .a Service. Iaa. asc*ainf sue has reviewed she uuH= al tsaaf/ wakerdata. busdoesnotpo ssesssnrfad fidgsrw.tsonaaarpasbate.rV4'/ti a.TA.nLnowarvwgb pICIO EriJ..r.. Smite. lac. urns . v LIONS. as to any " Fandlne" or other manor in she moments ism p prams come b dig most Thu disclaim, Luisdes.bwasa i&WuIse.wersh.at.MWy. ..• • 'age i a • PANEL ~WV PANEL TMICKMESS linens.) FrtAM ING MOTTO wow @LOCKIO OIAPIMAGMI— PAITENIN IPAc*NG UMSIOCK /O OIAPNIIAGMSu e 4 21y 2 CAM I CAM 24 a 4 4 3 STRUCTURAL I 3/8 1 21 /2 315 355 420 470 630 710 840 945 280 315 210 235 i si � 2 _ /2 395 445 325 390 790 890 1.055 1.185 350 395 265 295 RATED SHEATHING /1 1 2 285 320 380 425 565 635 755 845 250 285 190 210 15/32 /�= 2 • 355 400 475 335 710 300 905 905 313 333 233 . 265 1 ° /s, 1 21/2 385 433 515 580 775 870 970 970 345 3113 • 260 290 ., / 1 21% 385 435 515 580 773 870 1.030 1.160 345 383 260 290 J , /,= 1 2 400 450 530 600 800 895 1.065 1.195 355 400 265 300 • MOM MINIMUM PANEL nenw FRAMING Incnss on ostnar) 4/ PASTIMES SPACING (Inch°° on owns) a 4 3 2 APA STRUCTURAL I ! / :II �/1e /1e i51,2 1/2 24 16 24 16 16 or 24 . 16 or 24 230 280 300 330 350 375 345 420 445 490 5 560 460 560 595 655 705 745 SRS 715 760 835 895 950 APA•RATED SHEATHING AND SIDING -----> :he 3 / 6 '/14 tie I %� 24 16 24 16 16 or 24 16 24 205 30 270 295 315 •333 345 310 380 400 440 473 505 515 _ 415 303 533 390 630 670 690 525 645 635 750 805 855 873 1 ° /;: or 16 or 24 CATALOG Muwsin SHAM( TYPE SHANK DIAMETER MINIMUM STEIL TT/ICINESS MINIMUM TIMCKIK// OP LUMBER ANaOA STRUCTURAL PANELS M• - The - 1462• - Mar s ip I' IV zxxxo « <v 1 Knurled Smooth Smooth Smooth Step Down C °Cdd 14 gauge I I gaup '`1e 4' 1 /16 153 155 155 153 185 185 185 115 ' -- 195 195 193 195 260 215 215 213 215 330 213 ' 220 220 220 375 215 220 240 243 390 215 220 240 243 390 Pape 2 of 6 TABLE NO. 1—ALLOWABLE STEEL FRAMING AND ERICOOSN INCH-DIAMETER FASTENERS .' DIAPHRAGMS 'These values are for shon•time loads due to wind or earthquake and must be reduced 23 percent for normal loading. The pin must be long enough to penetrate through the thickness of the support a minimum of 1 /4 inch. x!111 framing is minimum No. 14 gauge steel. except as noted in Footnote 4. 'These values we for diaphragms with minimum No. I I gauge framing. 'Fa fastener spacing and case description see U. B.C. Table ,4o. 25.1.1. 4 MUMMA% fastener spicing a 6 inches on center. Specing of fasteners along intermediate framing members is 12 inches on center. 'IThe minimum panel edge distance is inch. TABLE NO. II— ALLOWABLE SHEAR VALUES IN POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS WITH STEEL FRAMING AND ERICO 0.144•INCH•DIAMETER FASTENERS 'These values are for short•time loads due to wind or earthquake and must be reduced 23 percent for normal loading. :The pin must be long enough to penetrate through the thickness of the support a minimum of I/4 inch. 'Steel framing must be minimum No. 14 gauge with minimum flange width of 1 inches. 'Spacing of fasteners along intermediate framing members is 12 inches on center. 'The minimum panel edge distance is ) /g inch. °Spacing of these fasteners along intermediate framing members is 6 inches on center. ' Woo0 mow have tpaLifk gravity o><031 or maser. • Plywood a)MM ow hing nowt be Structural 1•rasad sheathing: for rased sheathing values must be reduced 10 paeans. TT1nus vahtet are for loads due to wind or earthquake and must be reduced by 25 percent for other appiicadons. 'Minimal prod edge distance it ) /I inch. TABLE NO. Ili— ALLOWABLE LATERAL VALUES IN POUNDS PER FASTENER DUE TO WIND OR SEISMIC LOADS FOR WOOD' OR PLYWOOD SHEATHING 34 ATTACHED TO STEEL FRAMING WITH ERICO FASTENERS ' Barry Levin & Associate( AC. Structural Engineers Atlanta • Los Angeles • New York • Chicago 18006 Sky park Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME HOME- Der T Ukik4i1t..P► SUBJECT "TOOL RE4 r?&- e14c „o 1u Cj IEI� G Rol.l.- PooR 2(I, 220 Rf Roll- UP Mo = (10$13+ l OO , 12�g 4o Pr - 11og v = o31/ . Ii I les C q0 Z 2, se -(o v 44000 ROLL UP DcoR - lam 112.3 Ts CNt- ber1 tom; VoRvc. At, sti3d SD ?may { Cm.1 )(1(1.9) 0. � 04,D" o� use T5c7.s7. UWes, Q►� L q � - - R A C , 6 = 5 ( 7 - 4 , 1 ( 1 0 4 100)( 0.22 0 ,(I21( . 12-? 3$4 X 2�►xlo�r 1�. g = O. os' < L /34 0 7. O• 60 .GsR= P.'61 0.05 O• Go p vo 0 de-1.o •0. Olt- cQ L ; . R.LRR= V. :19001W. , TS s7cs7 , UsE. TS 57 51 SHEET NO 4 JOB NO. q DATE 9 2VA COMPUTED BY u CHECKED BY 4 1O " J COP: 44 ..oft Barry Levin & Associated 1c. Structural Engineers Atlanta • Los Angeles • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME 14011E CL TVKW11 -4k SUBJECT Gt 1' J p P4 ME' r R. rm..; Ce 11ao: ea MPH EX s JPE Ce Cs p t. = O. toeOI. to')(.1 r,. 4 Psr)( ) -r IX0•3PSr SHEET NO JOB NO. 9 ei 5 (0 DATE to /19/18 COMPUTED BY wti'e" CHECKED BY SEISM lc : ZoNE r zr c W Cwt lac") :o. soct"Co.ls)( 78r ) ss rsr eet L4fttit., > I (..3Pst< )L o. 7S�CIls ) = ZS. 61S \P % @ GM h1ukstER :. CsEmri►Wc_ 60:x ts ") CWl�1 ,' 18 --0" to 1'1. SS fsvK 1) 1'7. SS rtir M = 11. SsC.l t 3 , 1 / 8 = 111 Ft -lbs /F[: or vial . ' .2 _ 'L . 12 ( 5.713 s 0x o 1. 6v- " NI 111 Cm) h f : 0, oc4 hp nM _ ZS,78C 11 tv 0. 02.0195 1 - ►mod'' -fs 1X5 L 7 ' 440 I. 3a> nr. 0, x23 p , 0. 07 , 3 , p. 000 'j A s.� o, ouo q CM S. 2- 0.0 5 l a%�T• 1.4.18 2- i c! 3f -r : 2 -* 4 I Gd s6 0. e Cps . 0,133 ' ,4,-) 5 Ms. Ja4,�'s a > , l3 3 ('td000l[,� ..2S'. 0.6.141. I Z _ 0.10 M= 1244. 6-1 Pt %be /p -� 1 1 rr- Ihs :. o y - ; 7,410 Z LI " �--- -- _ 5.747 500(,1. lid Cy 5 . q°z IZ 2 IO . s .fir -Ikd 711 rt-Ibs or- thqF : 2.44 tl oic. Barry Levin & Associates(' ssociates lc. Structural Engineers Atlanta • Los Angeles • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME Home DEPbr T VktWI t.A SUBJECT CM V PerAYAt 'i%•• FEt 4 Ce PIL . 1 .% b 04" 1= 16 d; IS" CO � P I� S S rs C 14)( 6;)C IS. Olie) t f 2S. 875 FtF (. 2 71.3313. S2)C -13.6 k t4 33,94 rr 1f: Ze-- 1(133'(.0. Sots)423� (01 .) Oxe• 1 3, N Crt..) _ z• /8 3�3.y7. lz >. - 0, 0 .- 11 -0.091 � 24(.13) �' 24 1.3's) 9 61 � fi ,..., 0. 4s.1a+ O.O0?.SS s. a oo3st y MT- I. o9 1 ■S t P • re+CE CR o. Nis. I. ��. �1 � t BCD l >R 1p lZ r ly z s 3a ( o -K 7 34, Pr L S.S8y . v, eel 1- 1 60. SooY1.33)( 137 IV 4 04S rr - ',> 3G. e jc. SE; 241" 14 3x.11"1 ')E;•'Rx• r'Pctt SHEET NO GP 'JOB NO '1BM DATE 10 / 19 Ate COMPUTED BY wY' CHECKED BY T /cMu Et= 12"-e i TI cet x. Gp.P late Barry Levin & Associates( : c. Structural Engineers Atlanta • Los Angeles • New York • Chicago JOB NAME 14otie Q E 'YUKW1■-* 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 SUBJECT C- 3 Pt'R%ME - ¶P 4 -c' h11Ds Mo,T, = rSFC1 G)C 13 -S3')(. L. 13. ' 5 f 1• Sl t 25. 61S f5V .- 1 , s ) 13.8'9 134:3 s 4 0 O. I . s t 61,0S. PItas n, o. %% v CZY1, I3. S" C.ML) 1,404k; a o1g ,• 27 Foor06, = o. C1i S 4 SHEET NO JOB NO I NS DATE 1411/98 COMPUTED BY 'wr CHECKED BY 1 t o►Z 1'_(" T 1- — roo14 S1E 50"- c 0,1 cm. M C 1.3+5 r 25.3y) z 3. s'I c." %kakis (sy (0. r & zs. = i. qo a w �W = n. 9 Co t< Np 16 (.3 is. WO. . � j i 2,1s F -� >1,5MoT, Cv 1, oS PR -1L 0V- e, 40•-10/1 --) . c(= 2•zn 1/ y %. 2_ 2.213- '.23 V = a C 11,'167/3(4)(1. 37 2.4 s \ow- < 3 ve_s v CI-SS) fig? t-tt I.4E 0. S1o3)12.6 ♦ t/Z�1. 6o iN,2.63 ,A Z$3 ' op_ 2.:3s 2.835 Hu:- ,7 F7 - Nlu 0,0toe bd 4,€\u2:1,15) sl W= 0,0l1 l W , I 0. on ( '3) 1 4 C =3.(ag r 0, owl tt5 , a00u)Cl2x 1 USt: II,,l' LI) �{- 1>" 0.c. e•VJ 0.s&3Ksr Barry Levin & Associates( Ic. Structural Engineers Atlanta • Los Angst.. • Now York • Chicago r= c/ 18006 Sky pa rk Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME L-toMee P ov TLI.ILwWP' SUBJECT GM PER* M>✓R T`E $CAE P114 it- = 3 3 q / - - 1 10.:72 FT-K- Z 161 (1S1(o. Sa.). .1.3i) r7. )- 1`- (VC) nfi' o.00g gs.- RC 1G .17).1-0 (7-41 lc kox.ie rte. o. o3y 0•03y/2S. =0.00 1'3 Acs: o. vz 1'b(x.0 O. 1. root-'tAc Z-R-t - 5■-d % . -c9" I. s0o.1., co1. /i- 30.52 5 FT -\c- (�� I,tAS1�SL = 0 • t S1r;C.r C 0 . (r* 1.33t 2.4 1.33) Is. 63 = S. (o S 0" CM U • 0,0 0-- 16 . 13.81 r 1 0 T1 tco1F LI•S t 5.(03 SN\.- - 0.1(1Y0F L1.3• 21,y s) _ Z. IS &" SW.: %,C �1rJs 'G. (�i2 M R = %Ca, 6z( �2 rr'r���- > 1. sm0. . , 3d, . e: 74) � 3 s �1�, ez -1. 11 1 a, 3 '7 ,'. (o•1 , — 1, I IA1 U - 2 (1 � , &PO 5-x-1. VI-) SHEET NO g JOB NO. 981 DATE 10/1`l /18 COMPUTED BY WY"' CHECKED BY 2 8ss A Aiwa, i � 0 (/ Z11J r v.go6 7, 791 ( P r i - M w „ 3G IK- . \ i < 3 r t1c ksT- . •. o'r„ Se, tie0 -12tA4 c.0 O.c. �.W. Barry Levin & Associates( Engineers Atlanta • Los Angeles • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME Hot E Dts Pte' SUBJECT plt.Asr t. - 1 trliConk .: 8 t - ' I(o. n FT Li" dv. 13 " 0, 31 0- 402 Vs o, 071 ,a = G 1 6.941 is4 0.0 7.1 C. I.3'9 (.0. Pt2v 1%)A2.. 2 . (al rr —w ' 1 (A. 71. 0A, = 3(9,52s 1r't'JK R " SHEET NO JOB NO. c e) "v DATE 10 /161 II COMPUTED BY Wes` CHECKED BY PIt.As = 0 •1 S. \�ee GM 'J 1,10u : 0 , tT18 1� C,13.8 3 � �3• (o�i� �oui C : 4 00 Solt. 0.\0oV -CiV CV SA VI: CP`\` Ups ' 44(o. It (. t MR, 14.`i`1 C i 3 7' T-4-> 1,s"O.T 1"4 Ivt : (0. Sots 1.3OL i (a 13 ) / = - o Sq T't u 7 ( i..72 (2.94t 81 s JJSE 1d' S e . ?1tac t -t` t.,S1 2-8 s Voq • lect -FficE 2...150"" 3.gS 3.75 1..31 Ir\i 14 It. Vgtc . sca 0.-to ' •hAlt * c e. re a,c E .w. Barry Levin & Associate( lc. Structural Engineers Atlanta • Los Angus, • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME HOME P 'Ftsr TU1�1 SUBJECT 6 cool.. • I5oMP14 E)kP I3 M ^•)c. 141'. = 1 2\-0" i 4I -4 0, 612 C. I. PSF) (.010.4% ( t ,) M 20 Be Ft-Iles R = 3 'Mb. 114 tbs. nay Is°t A % C- rrefIle • I- Z"a,Lwl„ I. 8. et" 1 . VPtuyl.t. 4 1 3 0 L - C ' - T 1 mo zoeOLI2 � 1b � bout- WV*. O griotr n4 / = 43. s ILs < 4.44 AP- Use - 4- 34' b G1`' RED . , ANc1VoR 60t.T Our1MPTE "Nl'k><Nc.vvk Ti 1S(.Q) 42 BS Ibs V3,,, (') U.yx 43. 12ZIbs SPA aG o t ao = 8 Q : 1.xtacrN or ET''‘ GOD= 411A S= O.bQv 04 CAPAGI'1`o• & 9 % SHEET NO. i0 JOB NO. Q 1 8I Sc. DATE to 1200'1 8 COMPUTED BY w " CHECKED BY «)wltac• Z P>e = Yomc Z�x 12�= Zo &f3 n -ll Rw = 29CI 34x3 Ibs. SR= 2 /o.0, (.4(pcor O. 010+31,4 1 60.006Lr t = F L, b X1. h Ft 9sc cg s ■CL_ (r = 13.41 Ape. ir Qh =` -c°If Zs4 . s t -%1 Pte= 2s(4.5 (u. b1)a 1'Ibtl4 CoVegi.-oePnN Cr c4ae +cnc) Barry Levin & Associate ~'nc. k. Structural Engineers Atlanta • Los Anodes • New York • Chicago 18006 Skypark Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME itkiE DVPet • Nt 4 - 1U SUBJECT dPs- ?- '% R, 7(, •'t o Us. d.-)tCo.44K1(.4� 61 ` - E.ft.s Co 438s7(,i> 62) (Z')oo tR= 0•'4 N 3 /4� SHEET NO. JOB NO. 4 151c c DATE 10 to Me, COMPUTED BY '(/o -`^ CHECKED BY t r`- 0 7 0,4S(A>CI1(,)L4 Sow _ 2sk U )L " 11 ' 0 1 Y4 rsI ht °P 1r1o. t-}oRta. Cam) Str- .60 (,o494_14)0, Ay...%1(0.4 )( co) ^ 3S, S puE 14 1- %g Cs ei • S)C.g > 3°1 u r%— Ibs 9 . 3 Crt)/ Co (4(o 0 oil - 0 . 1`� 11 T - 5 38. g 111(12`5 B4 05\ y o� o. y 4 1 a USA . Ts 2 Ex %y - 444 .00 CO ic7; = 12, s 1/ Ng. Z St`' 0.127Y CSR:: 4.4 pz 1/ 0.1) i,o : • ok 241 iq.23 Barry Levin & Associates,' .c. Structural Engineers Atlanta • Los Angeles • New York • Chicago 18006 Sky pa rk Circle • Suite 205 • Irvine, California 92614 Phone (714) 833 -3970 • Fax (714) 833 -3837 JOB NAME I t-i E gems 1') "% lu' SUBJECT 1`'1 �.Z. F00111.16. . 2► tp" WIDe Y- I -�'1 *iC - -C- . rtn. • SHEET NO. 12 JOB NO 9 eis 6 DATE to J ?D /9e, COMPUTED BY '(A) Yr CHECKED BY PI L %-t -L-N ss C3)(i3. et) (13.g3it) Z S .e StO.fe'1J�1�3Z� 13.631(,13. 8 ?) / 2 4 0 , Pt -1b4 TRH I -i co (a- EP • retie M- 0 .4 4 ‘' s1 " -- n = Z s. - )SL. o.y4� /43 6.Isg, °' 211 t-A Q = ( d , a 4 C zgN.o. a - riK V1z = I o r -14 7 • ?-�% 4L to yr = s u-A.8) 133" oI, 7 Y� ) 1.7.4 'Pt List- ,� p ►tT w) ilk ( C - 1 7. SsC 3)(.I3.*MCI3 2s. g1s(o - )42 A Is gb(, Is. g o. %, � 8. e I Prie- s r4 . 1%. 22 FT PIt-fi4 = o.itsCo.` _ (,42 8" cMv = 0•o186s.0s71.•D = 3.2`I sow. = o • loo CI. sly,. s) Z.13 (j SI,pK3 G AT (OD 1 C)(,1)1. ZW = 8, 3 0 8. 3 0(. 2. s / i ) - lo 3 rT-I(. 71. S t 0:T . 13 , 2v T'f-k. D L. Use = 1k1ne)g 1 SIC- t i4)) if S e CITY OF TUKWILA Id: MISC500 Keyword: UACT User: 1630 Comments regarding an Activity Oaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa o Permit No: D98 -0363 Occupant: HOME DEPOT ° o Status: PENDING Address: 6810 S 180 ST ° o 0 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaai 68 88ee88 88Eeee88888888882ee8eeeee888 8888 88 ee22222ee2G22ee88888888888 888eee888ee£ OUser ID Text Date 0 aaaaaaaaaN uaaaaaa aaaaa 01630 04/19/99 01630 2/5/98 - CONTACTED GLEN AMSTER AND INFORMED HIM THAT WE 14/19/99 01685 HOME DEPOT TOOL RENTAL CENTER AND THAT ALL DEPTS. EXCEPT 2/05/99 0168 PUBLIC WORKS HAS APPROVED THE APPLICATION FOR PERMIT. KJP. .x•/05/99 0167 .0 /10/990 0167 .0 10/99 0167 3 -9 -99 - REVISION SUBMITTED BY RAYMOND BURDICK PER 03 10/990 01671 CORRECTION LETTER #1 DATED 1 -5 -99. ROUTED TO ALL 03 10/990 01671 DEPTS. FOR REVIEW AND APPROVAL. TLB .03 10/990 01636 4/13/99 GLEN AMSTER,ATTY ARRANGED FOR A CONF CALL W /PW .04 13/990 0136 & APPLICANTS. PW'REQUESTED REVISED PLUMBING FLOOR 04 13/990 & eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee9Insert Mod :OFFoY <F1 >Help, <F3 >Import, <Ins >Insert mode On /Off, <F7 >Exit uaddda 01636 01636 01636 01636 0 0 0 0 a femzi ( 11g) 04/20/99 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa &aaaaaaaa444444&A4 a444N PLAN ON SHT TM2 SHOWING REROUTED SEWER LINE OUTSIDE .04 13/990 PROPOSED EQUIPMENT STORAGE AREA, LETTER FROM METRO .04 13/990 APPROVING CONNECTION TO SAN SEWER & CHANGE IN THE .04 13/990 O/W SEPARATOR. JJS .04 3/990 a 0 a 0 4/K9M INVERT ELEvp1ID IS ME Ifo � %E tLSEt.V MAINTp►INED 1N pRIR -to ?Rota* T0E t1 * t 4T of PIPE SLOPE Vom+t8LE. 'BETWEEN 'fHE NEW MPNMOLES. - EQUIPMENT STORAGE MH (N) 20.67 MATERIAL: .44 MH(N) WC.. - )a :20.37 N T 3oArNN A n)1V.e _lo At. E MLMORR Y MH (N) 20.60 / EXISTING 8 "SS BETWEEN OC AND NEW MANHOLE E REMOVED. EXISTING 8 "SS TO REMAIN. SEE CIVIL SHEET TS -1.0 FOR CONTINUATION. - - - - - -- —y- Z v • Ca cV I � + to EXISTING 8 "SS Td + REMAIN. ' SEE CIVIL SHEET SP, -1.0 I FOR CONTINUATION. ' , I MATERIAL: CAST IRON NO HUB PIPE - - 6 "SS (N) - 1/4"/FT SLOPE (N) = NEW (E) = EXISTING 0 0 NOTE: PLACE EN( HOSE BIBB EXTREME ::LT 9j .Jdd tJJ 6Mp 0m986 \66-52 -E -a q34\ alitm mni- Oja J686\moJa.4- 6Jagsuaau9 \S9NIMVti6 av3oinV 866;\:8 04/14/99 13:26 FAX 21001 /004 4 FACSIMILE TRANSMITTAL To Company Phone Fax From Date bA►-JL a,"T7 e SPA r.J4. ( tea &) 4 3 Project - rVK is s o J F h. 74 I... GM Project Number 6. II Number of Pages Including Cover Confidentiality Notice The information contained in this facsimile message is lesaIIy privileged and confidential information, intended only for the we o f the individual or entity named above. If you are not the intended recipient you ane hereby notified that any dissemination, distribution. or copying of this telecopy in any manner is strictly prohibited. If you have received this telecopy in error, please immediately telephone sender at 1714) 259 -0300. Staa Message Copies To F -r-rg c F AAPtgm✓AL.- Re, 1, -i A RNAyD 6 PA-7 v F 1I, Tian c, ��p/rj • 5taf SBCsrg TD R1stF11/1l• Gn N Pt7146 "JAI to A.yfttaV.4L . m $ MO • • n ..... ............... • . - - 4. 1u TX/2 . ••••• ••• • f• �f A • • • • • � r► ,r • • • • • • • i tilm :1r;.11I,aIUU 1ttr1ti .AICNItICtvsl N C r N l r a 1 N G P L A M O V I N G 04/14/99 13:26 FAX Or14/99 07:51 FAX 206 • • February 11, 1999 SENT VIA FASCIN ILE D ischa rge Limitations • PH • Ring County Water and Land Resources Division I►.iduslrial Waste Secuan neparIrnII afNi tuna aicsources 130 Nicklnoa Strcct, Suite 3pf sesrtie, WA 96109 - 1691 G206) 889.3000 Steven Olitsky Greenberg Furrow Architecture Engineering Development 15101 Rod Hill Avenue, Suite 200 Tustin, California 92780 21002/004 3001 KING CO IND FAST Ib 001 Authorization to Discharure to the Sanitaty Sewer Dear Mr, Olitsky: The King County Department of Natural Resources' Industrial Waste Program has reviewed your February 2, 1999 letter requesting authorization to discharge rented tools wash water from The Home Depot Tool Rental Center located at in Tukwila to the sanitary sewer. In accordance with King County Code 28.84.960 (enclosed), King County grants approval for the discharge provided that the discharge limitations and special listed below are met. Lower pH Limit Upper pH Li • Nonpolar Fats, Oil & Grease 100 (nonpolar FOG) • Heavy Metals (mg'/L) Arsenic 4.0 Mercury 0.2 Cadmium 0. Nickel 5.0 Chromium 5.J) Silver 3.0 Copper 8. Zinc 10.0 Lead 4. Cyanide 3.0 There shall be no odor of solvent, gasoline or h idrogen sulfide (rotten egg odor), oil sheen, unusual color or visible turbidity. The discharge must r emain translucent If any of the discharge limits are exceeded, you must stop discharging and notif ► the King County Industrial Waste Program at (206) 689 -3000. Special Conditigns 1. The of /sediment separator sampling or inspection tee on the outlet line shall be accessible to King County and City of ukwila personnel during normal hours of facility operation. 2. The Home Depot shalt be responsible for proper maintenance of the oi1scdinaent separator in order to insure compliance,with the discharge limits specified above. pH 5.0 pH 12,0 04/1 :26 E AX o :61 FAX 205 1.; 3001 Steven Olitsky F ebr 2� 11, 1999 RING CO IND WAS Qh003 /004 Q1002 Changes to, or additions at, this facility may cause us to reassess this discharge approval. If you propose to substantially increase the volume of your discharge or change the type and quantities of substances discharged, you must submit a new waste discharge permit application to King County. Mug County Industrial Waste staff want to help you stay in compliance with our regulations. If at any time you have questions about this authorization, or other questions about your discharge, please do not hesitate to call me at (206) 68 • z 012, Sincerely, 04/14/99 WED 11:18 FAX 949 553 9007 )!ONTROSS ASSOCIATES INC CREENBERCFARROW !J002 11: \1998 AUTOCAD OAAWING5 \Greensberg Farrow \g8gfa10- Tukrrille\ Archive- 3- 25- 99\9BGFA10- TM2.dwg Wed Apr 14 12: 1 4t 3DV 01S 1NGWdinO] - r bb /61/-b 66 :S ?ardXa NIVW32:1 01 30d .d0 H1nOS SS „8 ONIISIXB A � 'N0I1VNIa1000 0.d 0” LS1 33S QdddVO 'b' 08n0W32:1 38 01 OOd d0 H1e:lON SS „S ONI1SIX3 WM ' fietrny1fl VarA ►- - 1oo1 4 $VA 9Z:CT 66/17t/60 06/21/99 09:34 FAX 714 833 3p7 TO: z\14 OE NLPf FAX I: ( -0(0 ) 1(9 "Sc-f2- FROM: WILLIE MALOLES DATE: & 1 2 1191 �• 1 NUMBER OF PAGES: BARRY LEVIN & ASSOCIATES f Barry Levin & Associates, Inc. Structural Engineers Atlanta • Los Angeles • New York • Chicago 7ACBIMILE mamma 8 (Including this one) COMMENTS: I 7 .• PM \ .rSCl= NOTE: If all pages are not received in good order, please call (714) 833 -3970. 18006 Skypark Circle, Suite 205, Irvine, California 92714 Phtrn.l71A1 Q42.40lf • 1r'sr 171AS 922 2Q41 Ej 001/o08 I ' TO: FROM: DATE: City of Tukwila Department of Public Works Brenda Holt, Permit Coordinator Joanna J. Spencer, Public Works Development Engineer June 4, 1999 SUBJECT: HOME DEPO — TOOL RENTAL CENTER Revision No. 2 Permit Number: D98 -0363 Review Approval James F Morrow, P.E., Director The above revision involves deletion of sewer main extension diversion around the perimeter of large equipment storage area due to gate addition to the north wall of the storage area., has been approved on June 4, 1999. This approval has been entered into Sierra Permit System. JJS /jjs cc : Applicant (with copy of revised plans) Development File (with copy of revised plans) PW Utilities Inspector (with copy of revised plans) John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 Copies A Date A l No. Description ' is P I. (9 1,41 -Q ___T . 61.0 - rm.. 1 TA ÷ / b- C LETTER OF TRANSMITTAL Project -171. .l_w To RE-r- NTi2 Ho -6-3 0_6 '2 U1 H c GI TER -EzLV2 WA a l ae) 13 - 1 I We are sending you [7a-enclosed ❑ under separate cover via Print ❑ Specifications If er:clesures are not as noted, (:4ea e notify sender at once The enclosed are being transmitted ❑ For your use ❑ Approved as noted Comments Copies To ❑ Original ❑ Correspondence ❑ As requested For approval ❑ Reproducible ❑ Sample REV1S/�NNQ a '�►�1C� ❑ Shop drawing • rn [MN41h1tItItttaUW& Nttt1W4 A R C H I T E C T U R E E N G I N E E R I N G P L A N N I N G GFA Project Number 9 S Q_zze, "I Date p BY fib- fi- J�,-�� �✓�i �-L ❑ Computer File 0 ❑ Returned for corrections ❑ For review and comment the following F_ a_ _531$ -- N-04 - 1989 PERMIT cEAfr -rr 15101 RED HILL AVENUE /SUITE 200 • TUSTIN, CALIFORNIA 92780 • TEL 714.259.0500 • FAX 714.259.5480 ; Copies Date Description 4 - Sets 3/26/99 Structural Calculations J 4 - Sets 3/26/99 TCS1 — Cover Sheet, SP1.0 - Site Plan 4 - Sets 3/26/99 TA1.0, TA2.0, TA3.0, TA3.1, TA4.0, H.D.- Fixture Plan - Architectural 4 - Sets 3/26/99 S1.0, S2.0 - Structural 4 - _Sets 3/26/99 TEl - Electrical 4 - Sets 4/22/99 TM1, TM2 - Mechanical 4 - Sets 3/26/99 TF1 - Fire Protection 1 1 1 . FERGUSON 1�U CONSTRUCTION 7433 Fifth Avenue South Seattle, WA 98108 (206)- 767 -3810 Fax (206) 767 -7342 TO: City of Tukwila ❑ Shop Drawings ❑ Copy of Letter Transmitted as checked below: Remarks: Thank you. • For your approval ® For your use ❑ As requested ❑ For review and comment El Samples LETTER OF TRANSMITTAL Date: We are sending ® Attached ❑Under separate cover via ❑ No exceptions taken ❑ Make corrections as noted ❑ Revise and resubmit ❑ For bids due If enclosures are not as noted, kindly notify us at once ® Drawing 04/29/99 Attention: Re: Home Depot - TRC - Tukwila Project No.: HD995655 the following: ❑ Resubmit 6 copies for approval ❑ Submit 6 copies for distribution ❑ Return 6 corrected prints Attached are modified drawings for the Home Depot - TRC - Tukwila - Tentant Improvement Project. Please review the drawings and approve the modifications requested. The Major Modifications are: (1) The relocation of the Large Equipment Storage Area to the North, (2) The relocation of the Maintenance Room to the Southwest corner of the existing facility, (3) The clarification required by the City regarding the underground Sanitary Sewer Please feel free to contact me with any questions or concerns, at 206.767.3810. RECEIVED BY: DATE: f FROM: Raymond Burdick Project Engineer TO: FROM:. DATE: SUBJECT: JJS /cs Permit Center NOTIFICATION OF UTILITY PERMMIT ACTION Public Works Engineering April 26 1999 Home Depo Tool Rental Center 6810 S. 180 Street Project Number: PRE98 -057 Permit No. D98 -0363 Contact Person: Robert Hart Phone: (714) 259 -0500 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 26, 1999: Sanitary Side Sewer sBWE2 /4!}!N ErreNSION (eGLOCAr /ON Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (copy of application) QQ.,5bigliceriterBo.'u(e !ar , 3'uite 100 %. TtikW,lla, .W;Ws1ington 9878 $ 20.00 25.1)0 TOTAL: $ 45.00 PERMIT FEE one,•.'`(200433.9179= f :;ax., (2 6):431. :3 -¢S 1 PUBLIC WORKS DEPARTMENT COMMENTS Date: April 20, 1999 Project Name: Home Depot Tool Rental Center Permit Number: D98 -0363 Plan Reviewer: Jim Morrow Recommendation: • I.E. for the proposed manholes • Pipe material • Pipe slope and pipe length • Type of bedding and backfill material Approve the permit with the following condition: Have reviewed the file concerning Home Depot Tool Rental Center's request for a building permit. Within the last month, Public Works provided the applicant with our review comments on March 17th, April 14th (Telephone conversation), April 15th, and April 16th. Each instance requested that the applicant provide the same set of data for the proposed sanitary sewer installation: Note that accompanying the April 15th fax, Public Works included 4 pages of design details for sanitary systems from our Design Standards. On Apr 15th at 2:43 pm, the Applicant faxed to Public Works a revised drawing for the proposed sanitary sewer installation. On Apr 16th (3:39 pm), Public Works again stated, by fax, that pipe material, slope, pipe length, pipe invert elevations at all new manholes was still lacking on the drawing and it was requested that the Applicant provide the information. On Apr 16th at 4:37 pm, another revised drawing was received by Public Works. The latest drawing provided by Mr. McMurray has been reviewed. The proposed pipe slopes (.35 %, .38 %, and .32 %) are below the minimum (.40 %) for an 8 -inch pipe. I called Mr. McMurray and we discussed the problem. We cannot increase the slope; however, he agreed to include on the drawing "construction/installation notes" that will emphasize the importance of carefully installing the pipes so that the maximum slope possible is established between the individual manholes. Because the proposed slopes between the new sewer manholes are .35 %, .38 %, and .32% respectively, a construction/installation note is to be added to the drawing and placed closely to the proposed work. The note is to state, "Invert elevations are to be closely maintained in order to provide the maximum amount of pipe slope possible between the new manholes." This note should be "clouded" so as to increase visibility. Geo Engineers. Greenberg Farrow Architecture Engineering Development 15101 Red Hill Lane, Suite 200 Tustin, CA 92780 Attention: Robert Hart February 19, 1999 Letter Geotechnical Evaluation Cast Iron Sanitary Sewer Pipe Home Depot Tool Center Tukwila, Washington File No. 2401 -01403 Ccnnuiting Engineers and Gcoscientlsts Offices in Washington, Oregon, and Alaska INTRODUCTION We have prepared a geotechnical report for the Tukwila Home Depot dated December 2, 1992. We now understand that a tool center is to be constructed on the east side of the structure. Design plans indicate that the tool center will be built over an existing 8 -inch diameter cast iron sanitary sewer pipe. A new 6-inch cast iron sanitary sewer pipe is to be connected to the existing 8 -inch pipe and extend westward to the existing structure. The City of Tukwila has requested an evaluation of the building loads that will be exerted on the sewer pipe. BEARING PRESSURE EVALUATION We reviewed partial copies of contract drawings provided by Greenberg Farrow on February 9, 1999 and a copy of our report "Geotechnical Engineering Services, Proposed Horne Depot Store, Tukwila, Washington," December 2, 1992. We also discussed the project with a representative of Greenberg Farro% and confirmed the following design budding loads: allowable bearing capacity, 3,000 pounds per square foot (psi;); axial load at pilasters, 18 kips; wall loads, 1.5 kips per lineal foot. The design floor elevation of the tool center is 25.40 feet. Based on our analysis, we estimate that the pressure exerted on the pipes under the footing will be 1,300 psf greater the overburden pressure. We understand that this is considered excessive and that the existing sewer pipe will be rerouted. New sewer Iines will be rerouted between the column footings. LIMITATIONS We have prepared this letter for Greenberg Farrow Architecture Engineering Development, and Home Depot, Inc, for use in evaluating the placement of underground sewer pipe. Our Geol;nglnccrs,lnc. 1101 Fawcett Ave., Suitr 200 Tacoma, WA 98 402 Teicpho c (253) 383.4940 Mix (253)38'3-4923 www.geoengineers.com V*-O33 EtI I iR.:A itIIIiii iii 1111111011111111111!iiiiiZ : /ii I IIii Ei RIIII i»i o.. £ 1141111 1 iw:: 1::' Greenberg Farrow Architecture, Engineering Development February 19, 199 ti Page 2 opinions and recommendations are based on information provided by Greenberg Farrow and our experience in the area. Our letter, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared, No other conditions, express or implied, should be understood. We appreciate the opportunity to be of service to Greenberg Farrow Architecture Engineering Development. Please call if you have questions regarding this letter. Yours very truly, EXPIRES O 3— f o- a _MTh • JEB:vc: Document ID: 2401014L1DOC OcoEngineert 4o. GeoEngineers, Inc. �l amcs E. Brigham Senior Geotechnical Engineer File No. 2401 -01403 04/14/99 13:26 FAX 04/14/99 07:51 FAX 206 . 9001 Ring County Water and Land Resources Division Industrial Waste Section mei:m.4nm' crfNa tuna ac Q & 130 Nicumon Street, Suise erne, WA 94309- 1693 (206) 689 -3000 February 11, 1999 SENT VIA FASCIMILE Steven Olitsky Greenberg Farrow Architecture Engineering Development 15101 Rod Hill Avenue, Suite 200 Tustin, California 92780 WAS( Z002/004 KING CO IND WAS( 001 Authorization to Discharge to the Sanitaa Sewer Dear Mr, Olitsky: The King County Department of Natural Resources' Industrial Waste Program has reviewed your February 2, 1999 letter requesting authorization to discharge rented tools wash water from The Home Depot Tool Rental Center located at in Tukwila to the sanitary sewer. In accordance with. King County Code 28.84.060 (enclosed), King County grants approval for the discharge provided that the discharge limitations and special listed below are met. Discharge Limitatioua • PH Lower pH Limit pH 5.0 Upper pH Limit pH 12,0 • Nonpolar Fats, Oil & Grease 100 (nonpolar FOG) • Heavy Metals (mg/L) Arsenic 4.b Mercury 0.2 Cadmium 0.�6 Nickel 5.0 Chromium 5.r) Silver 3.0 Copper 8. Zinc 10.0 Lead 4. Cyanide 3.0 There shall be no odor of solvent, gasoline or hydrogen sulfide (rotten egg odor), oil sheen, unusual color or visible turbidity. The discharge must r emain translucent, If any of the discharge limits are exceeded, you must stop discharging and notif' the King County Industrial Waste Program at (206) 689 -3000. Special Condirl9ns 1. The oil/sediment separator sampling port or inspection tee on the outlet line shall be accessible to King County and City of Tukwila personnel during normal hours of facility operation. 2. The Home Depot shall be responsible for proper maintenance of the oil/sediment separator in order to insure compliance, with the discharge limits specified above. IMY 04/14/99 13:26 FAX u4/14/98 07:51 FAX 20 X69 3001 Steven .Olitsky February 11, 1999 Page 2 Sincerely, Arnaud Giraxd Investigator Industrial Waste Program Enclosure RING CO IND WA( x003/004 Z002 Changes to, or additions at, this facility may cause us to reassess this discharge approval. If you propose to substantially increase the volume of your discharge or change the type and quantities of substances discharged, you must submit a new waste discharge permit application to King County. King County Industrial Waste staff want to he(g you stay is compliance with our regulations. If at any time you have questions about this authorization, or other questions about your discharge, please do not hesitate to call me at (206) 659- 3012. 04/14/99 13:26 FAX u4/14/99 07:51 FAX 20( \ 99 3001 Steven .Olitsky Febrr try 11, 1999 Changes to, or additions at, this facility may pause us to reassess this discharge approval. If you propose to substantially increase the volume Of your discharge or change the type and quantities of substances discharged, you must submit a new waste discharge permit application to Kmg County. King County Industrial Waste staff want to help you stay in compliance with our regulations. If at any time you have questions about this authorization, or other questions about your discharge, please do not hesitate to call me at C206) 689.3012, Sincerely, Arnaud Girard Investigator Industrial Waste Program Enclosure RING CO IND WA() r. 02/01/99 10:40 V Anchorage Los Angeles Mount Vernon Olympia Portland San Francisco Seattle From: Rc: London Name: Firm /Company: Facsimile No: C LANE POWELL Suite 4100 1420 Fifth Avenue Seattle, WA 98101 LUBERSKY Tel: (206) 223 -7000 Fax: (206) 223 -7107 SPEARS LLP mud Please deliver the following pages to: Mr. Jack Pace CITY OF TUKWILA (206) 431 -3665 FACSIMILE COVER PAGE RECEIVED r Q1 1999 COMMUNITY DEVELOPMENT Glenn J. Amster Home Depot Tool Rental Center (D98 -0363) Client number: 106,666.0002 Date: February 1, 1999 Time: If you do not receive the total number of pages ( 3 ), please call. (206) 223 -6127 Original Document to be mailed: _ Yes X No 210001/0003 The information mation in this message is intended only for the add rssee .s authorized agent. 77he message may contain b fomhntion that is privileges( confidential, or otherwise exempt from disclosure. (f the reader of 11 s message is no: intended recipient or recipient's authorised agent, then you are noted that wry dissemination, distribution or copying of this message is prohibited If you have received this message in error, please not(fy the sender by telephone and return the original and any copies of the message by mall to the sender at the address slated below. Glenn J. Ampeee (206) 2236241 Law Offices A Limited Liability Partnership Including Professional Corporations 1420 Fifth Ave. Suite 4100 Seattle, WA 98101.2338 (206) 223-7000 Fac. irnlle:, (206) 223.7107 02/01/99 10:40 $ 120002 /0003 Anchorage. AK Lus Antadea, CA Mount Vernon. WA Olympia, WA Portland, QT San Francisco, CA Seattle, WA London, Fngland LANE POWELL SPEARS LUBERSKY LLP VIA FACSIMILE Mr. Gary Barnett Senior Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 February 1, 1999 Re: Home Depot Tool Rental Center (D98 - 0363) Dear Mr. Barnett: On behalf of our client, Home Depot, we are writing to confirm the message left on your voice mail this morning in response to your department's comments on the above - referenced permit application. As you are aware, this project entails a 700 sq. ft. outdoor addition to a 128,000 sq. ft. commercial project, together with the remodeling of approximately 2000 sq. ft. of the existing building to accommodate Home Depot's tool rental service. In response to this application, your department has indicated that a detailed traffic analysis is required under the City's Traffic Concurrency Ordinance. Our review of the ordinance, however, indicates otherwise. The City's Traffic Concurrency Ordinance specifically exempts from the requirement for a detailed traffic study minor new construction (Section 9.48.010), and adopts by reference the exemptions in the City's SEPA Ordinance. The SEPA Ordinance, codified in Chapter 21.04 of the Tukwila Municipal Code, exempts minor new construction, specifically commercial development under 4000 sq. ft. Accordingly, the proposed tool center addition of 700 sq. ft. is exempt from the requirement for a traffic analysis under the City's Traffic Concurrency Ordinance. Obviously, this is true even if you take the internal remodel into account, an accounting with which we do not agree since the existing building and use already has been subjected to the City's traffic ordinances. 02/01/99 10:40 Very truly yours, GJA:lta cc: Mr. Jack Pace (Via Facsimile) Ms. Joanna Spencer (Via Facsimile) Greenberg/Farrow Architects (Via Facsimile) Client (Via Facsimile) 106666,00021S262S9.1 . Amster 20003/0003 In either case, the proposed project is not subject to the City's Concurrency Ordinance. Therefore, we would expect the public works department to withdraw its request for a traffic analysis and inform the planning department that it may proceed with review of Home Depot's permit application without further delay. January 5, 1999 City of Tukwila Dear Mr. Hart: C: Department of Community Development Steve Lancaster, Director Robert Hart Barry Levin and Associates 18006 Skypark Circle, Suite 205 Irvine, CA 92614 SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0363 Home Depot - Tool Rental Center 6810 S 180 St John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, /. Brenda Holt Permit Technician Enclosures File: D98 -0363 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 981,88 • (206) 41313670 • Fax (206) 4313665 January 5, 1999 Robert Hart Barry Levin and Associates 18006 Skypark Circle, Suite 205 Irvine, CA 92614 Dear Mr. Hart: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0363 Home Depot - Tool Rental Center 6810 S 180 St This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0363 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 981.88 • (206) 431-3670 • Fat- (206) 431-3665 City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS John W. Rants, Mayor Ross A. Eamst, P. E., Director DATE: January 5, 1999 PROJECT NAME: Home Depot Tool Rental Center PERMIT NUMBER: D98 -0363 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Building permits are subject to compliance with the City Traffic Concurrency Ordinance, therefore, a detailed traffic analysis to meet the requirements of the Traffic Concurrency Ordinance is required. Contents of the analysis shall include the following: 1. Trip Generation and Distribution for ADT, AM, Noon and PM peaks. 2. Distribution of trips through any intersection that receives five or more peak hour trips. 3. Determination of traffic mitigation fee based on City's Traffic Mitigation Fee Schedule. 4. Calculation of total fee mitigation required for traffic mitigation. 5. Evaluation of pedestrian and transit facilities in and adjacent to the proposed site. 6. Analysis of on site circulation and driveway operation. 7. Identification of any potentially hazardous or unsafe traffic conditions in the vicinity of the project. 8. Any recommended improvements, design requirements or mitigations proposed to comply with the City's Traffic Concurrency Ordinance. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 The Concurrency Ordinance specifically requires development to meet level of service standards and also not create unsafe traffic conditions. Please contact Gary Barnett, Senior Engineer - Development, at 206 -433 -0179 if the traffic consultant has any questions. Sheet TCS1 - Show the North arrow on the vicinity map, tool rental TI site plan, and floor plan. Sheet TM2 - Plumbing floor plan and HVAC floor plan - both floor plans shall reflect access to the existing fire department riser valves and match the perimeter footprint of the Large Equipment Storage shown on Tool Rental Center plan on sheet TA1.0. Sheet TA1.0 - Detail titles 4 /A1.0 Maintenance Room floor plan and 2 /A1.0 plan - Tool Rental Center shall be revised to reflect plan sheet TA1.0 or sheet A1.0 shall be attached. Maintenance Room floor plan calls for Oil /Sediment interceptor. See mechanical. Please specify mechanical plan sheet number and specify detail cross section and model number of the proposed interceptor. Sheet TA2.0 - Detail 14 Oil /Sediment interceptor, specify mechanical drawing sheet number for 1' - 0" dimension call out. General note - cross reference plan sheet number for grate elevation. Applicant shall submit an approval letter from King County Metro Industrial Waste Division for discharge connection from tool wash down booth to sanitary sewer. Please contact Mr. Arnaud J. Girard, Industrial Waste Investigator, at 206 - 689 -3012. Size of side sewers for commercial building shall be a minimum diameter of six inches (6 ") and shall be laid on not less than two percent (2 %) grade, no greater than one vertical to two horizontal. Please revise new sewer line to be 6" diameter. Show location of the existing sanitary sewer pipe in relationship to large equipment storage wall foundation and submit a letter from a geotech/structural engineer assuring that foundation placed over existing sewer pipe will not have any adverse effect on the sewer line. •1 ' `r •sw• 1 ...��. � 7 . • . cr a�`�: , •• om V,k','. ✓. "✓ ' < } •'. - "�'•'J: -° :,�.!T�#ANSPOA'fATIgN�ELEMEN ��,,. • r „ •�'' '``!istion or Link SOUtheentr/S trap do r - vs te4 .for. B left turns • n/s lefts, signal Southcenter PkWy /168 signal W Valley /Strander NB dual left turn lanes tit is = - ... .. • Interurban Bridge widen for dual lefts his is' a "pkinin level" estim Future (Beylo d 6 years`( 0)): • Minkler (APW - Southcenter PkWy) construct 3 lane street S 178 St ( Southcenter PkWy -WCL) realign (cap /safety /transit) Andover PkWy (T PkWy - 180) widen to 5 lanes ' Andover Pk E (T PkWy - 180) widen to 5 lanes @ ints. Southcenter PkWy (180 - 200) • construct 3 and 5 lane street -ii-ok)/AAJALL.61,-- November 1993 • • 1990 2010 Pk Vol Pk Vol 3,899 4,853 3,211 3,905 694 $94,000 $135 3,082 4,016 934 $296,000 $317 5,236 7,760 2,524 $1,200,000 $475 790 1,453 663 $2 $377 2,441 3,078 2,425 3,324 899 3,433 4,316 2,831 3,945 Fairshare Costs Pk Vol Diff 954 taivirgract 0 1,015 1,015 . 789 1,424 635 1,112 1,833 721 970 1,420 450 408 1,600 1,192 Improvement Cost/ Cost Trip $134,000 $140 637 $250,000* $392 883 $250,000* $283 1,114 $1,250,000* $1,122 t3 12 - 6 c214 2s-11-1120 l 21, DD 71 ACTIVITY NUMBER: D98-0363 DATE: 6 -1' -99 PROJECT NAME: HOME DEPOT - TOOL RENTAL CENTER Original. Plan Submittal Response. to Correction Letter # Response to Incomplete Letter X Revision # 2: "After Issued DEPARTMENTS: Bui dl ing Division d k 77 Public Wn 1'1 I Pex eiz - PLAN REVIEW /ROUTINC'SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 6-3 •99 Complete VI Incomplete n Comments: TUES /THURS ROUTING: Please Route Routed by Staff REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved U'R•ROUTE,DOC 6 /9B Fire Prevention Structural (if routed by staff, make copy to master file and enter into Sierra) Approved with Conditions Approved n Approved with Conditions n n Planning Division Permit Coordinator c Not Applicable ri No further Review Required ri DUE DATE: 7-1 -99 Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) Ili REVIEWERS INITIALS: DATE: DEPARTMENTS: Bui dg Division 141 Fire Pre ention public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n TUES /THURS ROUTING: \PR•ROUTE.DOC 6/98 Please Route n n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions n • Pornr\ CD-Exd, PLAN REVIEW /ROUTINGS IP ACTIVITY NUMBER: D98 -0363 PROJECT NAME: HOME DEPOT Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision '# ` :After Permit Is Issued Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) Plannin Division 56 Permit Coordinat r DUE DATE: 5 -4 -99 Not Applicable n Comments: No further Review Required DATE: DUE DATE: 6 -1 -99 Not Approved (attach comments) n DATE: DUE DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Bu'> Division NIL 3-1(44 Public Works ,DWG Approved ❑ Approved with Condition \PR•ROUTE.DOC G /90 m i+ Coor1 y PLAN REVIEW /ROUTIN SLIP ACTIVITY NUMBER: D98 -0363 PROJECT NAME: THE HOME DEPOT DATE: 3 -9 -99 Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # 1 Revision # After Permit Is Issued Nd Fire Prevention El Planning Division 1g l G1/ (, �v ' 3-11 - Structural ❑ Permit Coordinator le DUE DATE: 3 -11 -99 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: Not Applicable ❑ TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4-8-99 Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: WC' I c4V ing Division 21 ,ivad I -3-4o \PR•ROUTE.DOC 6/98 PLAN R EVI E W /�� T I� SLIP ACTIVITY NUMBER: D98 -0363 DATE: 10 -28 -98 PROJECT NAME: HOME DEPOT Original Plan Submittal Response to Incomplete, Letter Response to Correction Letter # Revision # After Permit Is Issued TUES/THURS ROUTING: Please Route 4ue rev nt ion 11 — 15 tructur DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 -29 -98 Complete El Incomplete El Not Applicable El Comments: C Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions El G6'i'•e({1 � Gry1 (it1, " ( litraed REVIEWERS INITIALS: Planning Division kr 10' Permit Coordinator • No further Review Required DUE DATE: 11 -26 -98 0 Not Appro ed,(attach comments)„ f v" _cl / DATE: CORRECTION DETERMINATION: DUE DATE: Approved LI Approved with Conditions LI Not Approved (attach comments) LI REVIEWERS INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials I I Summary of Revision: DeAde 6 ;ve,,r3i ev , Summary of Revision: e U cp. Sit r. Greg 4- add a e N) a,t t r 1 �J Received By:x l K &WA. Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials #- I to -I- I I Summary of Revision: DeAde 6 ;ve,,r3i ev , G (Inc. a, [r0 , e U cp. Sit r. Greg 4- add a e N) a,t t r 1 �J Received By:x l K &WA. PROJECT NAME: HDIflL - - TC30I II PERT iiT NO:. 098' O3t03 Site Address: (4010 S PD Original Issue Date: 4-28 - Revision No. Date Received 2q REVISION LOG Summary of Revision: S .r ✓1 • 2 • u r, • r, • A•1 N, • U Rec "ved : y Nor+h 0 • i Staff Initials 5. Date Issued (please print) (please print) (please print) (please print) Staff Initials T0'd Date: _ 5 / . '7 [ Response to Incomplete Letter [J Response to Correction. Letter C:0-" Revision after Permit Issued Project Name: 7LIK1.11t.L_ 1J O0�P 7r 6HT4L - NTF? Project Address: 68 I 0 G. Contact Person: RalaEtu' Phone Number: a 5 — 1=25m Summary of Revision: pEL -rTi JIVaR.51es N F 1—I E. ARa Rzar Fa Ph5ur � a,SA A l22 jAp27 6 ATE. - re , Narz, -r I-1 WALL. of 5A Me. RE CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 8 - 0 3 TA' e) Sheet Number(s) S P 1.6/ TA 1.O TA 3.0 ' I.t / TI1 .. A V L-11'1 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 32)Q,CAC_, [t- Entered in Sierra on ' I 1C3 RECEIVED PITY or 'TUKWILA II CENTER 40404££SZV NNIM II'IOH Wd LT:90 66-9-MW C .. Date: 4/29/99 ❑ Response to Incomplete Letter . ❑ Response to Correction Letter lig Revision after Permit Issued 4* 1 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3.670 Project Name: HOME DEPOT - TRC - TUKWILA Project Address: 6810 South 180th Street, Tukwila, WA 98188 Contact Person: Robert Hart Summary of Revision: 1) Relocation of Large Equipment Storage Area Further North to Miss Fire Risers. 2) Relocation of the Maintenance Room West to the South West Corner of the existing structure. 3) Clarifications to Underground Sanitary Piping. 4) Clarifications and Revisions to Details. [}Entered in Sierra on S'3 Plan Check/Permit Number: D98 Phone Number: 714 — 2 5 9 — 0 5 0 0 CIT`f OF APR 2 � 1994 PERMIT CENTER Sheet Number(s) 4 Full Sets - 14 Sheets each, see attached transmittal "Cloud" or highlight all areas of revisions and date revisions. for details. Submitted to City of Tukwila Permit Center r () .ten 3/4/99 Date: 4/29/99 ❑ Response to Incomplete Letter ❑ Response to Correction Letter ER Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project Name: HOME DEPOT - TRC - TUKWILA Plan Check/Permit Number: D98 Project Address: 6810 South 180th Street, Tukwila, WA 98188 Contact Person: Robert Hart Phone Number: 714- 259 -0500 Summary of Revision: 1) Relocation of Large Equipment Storage Area Further North to Miss Fire Risers. 2) Relocation of the Maintenance Room West to the South West Corner of the existing structure. R EA 3) Clarifications to Underground Sanitary Piping. pF 'UK"' APR 2 9 1999 4) Clarifications and Revisions to Details. pow CENTER Sheet Number(s) 4 Full Sets - 14 Sheets each, see attached transmittal "Cloud" or highlight all areas of revisions and date revisions. for details. Submitted to City of Tukwila Permit Center Deta-- Entered in Sierra on 3 3/4/99 Date: 3/9/99 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ❑ Response to Incomplete Letter si Response to Correction Letter ❑ Revision after Permit Issued Plan Check/Permit Number: D9 8 - 0 3 6 3 Project Name: HOME DEPOT TOOL RENTAL CENTER Project Address: 6810 S 180 St. Tukwila, WA Contact Person: Raymond Burdick Phone Number: 206- 76703810 Summary of Revision: Revisions per Correction Letter #1 dated 1/5/99 See Attached Sheet Number(s) See Attached "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center Q Entered in Sierra on?)' Iv `qq RECEIVED CITY OF TUKWItA MAR - 9 1999 PERMIT CENTER 3/4/99 C City of Tukwila Fire Department Fire Department Review Control #D98-0363 (512) Thomas P. Keefe, Fire Chief Re: T.I. at Home Depot Tool Rental Center - 6810 South 180th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) S7S -4404 • Fax (206) 5754439 C City of Tukwila Fire Department Page number 2• John W. Rants, Mayor Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A - 4 - 4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 57$4439 City of Tukwila Fire Department Page number 5 Thomas P. Keefe, Fire Chief requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57544139 Page number. Yours truly, City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief CC: TFD file ncd saw The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.• (206) 57$4404 • Fax (206) s7.5-4439 F625- 052 - 000 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL :4 p,MDATHR CC01} ' 3 FERGUHS37,t0 0 �06�01%-1999j EFFECC•IVE , DATE :& 0 8/,20/1963: FERGUSON, HUGH S CO PO BOX 80867 SEATTLE WA 98108 -0867- — Detach And Display Certificate ABBREVIATIONS :R" APPPO%IMAIO CH 0 m 4S B L O CK I Es f a P. BUC EEEV 0 FOOT B EO E1)0 BEAM .Na p EjR 1 000100 2ON n iB+. ROO NNUU N pN1R iNgCiOR R NO ECXAN C �'. 1 400 0 f O N s { CO C fiE PP. 'fgEPPOOf 0 ff l!1 'c n NUWS Z. • PAW') ) Eu 0J l04 cCC GENERAL 0. JpNi .GANEF CC 0 U �YBV NNC CONS Hh SO Y N TS NAL D 61 DM I A iEq 410. GYPSUM aa DN CENTER D SPO NC G HEIGHT LII IL uw 2M. ' INi'411M,. A c l T u 6 LAMINATE ap,.. --ir E PACE N.M. , FISH Po + AHAUST N x ,,,W. � EACH WA A/C CONTRACTOR OD REQUIRED i aNPOS nou ITLE W/ / WOOD wInz i B 7Y IE N Suu SK C8c4E s PM' 1 621 t 836 - 416.)0' 20* YIE .00050 0203PT,'S1E ENERAL NOTES . 200 E07 BF CH;:c 6 :. p1 N p.B,. os��li8�a.1 wN - el We N 1 PBE �,x.W Via. w6s�s1 'w�ia B AIryhO T!� CvwA +a Wwnu allx sus msl`" swc�tk OMB ELECTRICAL ENGINEERS, INC. 23412 IACIULTON PARKV/AY, ST. 320 LAGUNA ' 1112 HILLS, 02 (B4)b - FIRE PROTECTION vA BEY n A SAN DIEGO. ex LpRN T 02111 SYMBOL LEGEND ROOM NUMBER IDENTIFICATION - - DOOR NUMBER IDENTIFICATION DETAIL MARK INTERIOR PARTITION TYPE KEYED NOTE - - - - - - -- DEMOLITION KEYED NOTE REVISION MARK WALL SECTION INTERIOR ELEVATION MARK BUILDING ELEVATION TYPICAL DETAIL DESIGNATION DETAIL NUMBER. —SHEET WHERE DETAIL IS SHOWN INDEX OF DRAWINGS ARCHITECTURAL FIX.RE PLAN SHT. NO. SHEET TITLE /Et QR�', WS STRUCTURAL 02110!5 SHT. NO. ..SHEET TITLE' HI 0 GENERAL NOTES, PARPAL zo SECTIONS ELEC. /MECH. /PLUMB. FOUNDATION SHT NO. SHEET TITTLE PALO "2a LU C s. D nox 6xo 401 DESIGN SPROVIDED N N IS EPE x Y O CONFIRM CODE C E EA XANO/ A MANUFACTURERS TC 450 N o . U q L N . BUT N T M MC, 1IDN - FU C E iN :u N P R N CCFP i TI N p ;1 EU WA7E. 0 N O Otarer, WuRENEry M W P C WT 1 As OYME0 WW Ulp I R RWEN . A ,, t ;A ,,,, 9 0511 „ l Rl C£N of TH ES ',CRITERIA SHALL FIRE ACCESS /EXIT.AN) 994 1070, 1994 090 BP0JIn0 4 gaefifD an. Lmd ao4P IW 9 ATw erg A L 6 E Il Led P x vke x1 (a i>T 00 /5P ' p f B.sr 1 274 " + 1 os uo � � ,;1''''''' �N uEa.> 5D 9 aEawx2) 5 r N c.Vrofx IX) C ARDEN'CENIER UNCMANCEO EXI5T. REMO[ EXIST EXIST. EXIST. CODE DATA SUMMARY OoEt /q0D nON JAN STExSEU R04D A 91111 DINE, CRITERIA k 9. 011(101* 69) 6.10 0111006' C ANi 6926 (2R 1 A) (PER9390RJ PEBn0220 1046SOfr 1546 +(50) *1;) (57)x.2 (1 ) 72 ¢. 928115E p R,56wb4' 6 MI6PFIIANFOIIS ( REQUIRED N EXITS UBC) D S011ARE FDOTATE CAI 6914110* z. TsDE EauIPNEN A ... FASTING 611RTAIN 90000 AREA REMODEL AREA SMOKE VENT AREA! RE011 REq PRONGED 4 0 b E %15111802 REMAINING AREA' SMOKE VENT 522 6 53(92, MX b EXISTING SMOKE V TO BE RELOCATED EUILDINO'EXI0, .a B 1 � 1 _ i I l l j i i - 1 ' 1 I II 1 it ll 1� -- u�. 1 1 • �1 � l '1 I i i 1 . !1 d 1 Il ' I _I 1 i 11 1 p I O I a 1 11 . i I 1 20 � �� ' I j ' i s � l ! i. 1 ! 1 1 1 . 1 I �!1111 ITEM 1 1 ..1 IllryryryIry IryIry111111������������11! j AY ' 1, m i II — ' i ll ll - / ®I I S� II , 9 ; 1 11 1 L I 1 M. II 1 1, 1 1 I n I II f � 1 II II II 1" 1 I1 j - I �1 lY Ii 1 II II ! [ I 1. 1 ! I„� �- I fl II � 1 1 1 f 1 1 II 1 61 1 II . 1 I 1 . II 1 Yu��c� I I �� � " II� I ; � � � . II�C I r ro�aao�o� o�o�o�o MEZZANINE EXIT PRB1JjONUED NE CPE NG D OR 'MD1H' EXIT N10T1�. .� DOTONAL TS 1CALCULATED GARDEN CENTER. EXIT PROVDED - GARDEN CENTER UNCHANGED 4 \ 60150. EXIST. PLAN THE HOME DEPOT FURNISHED BY OWNER SUMMARY LIST RuE To x�on nnoN -wPPUw NsI.¢ Eo • PP 6. WALLED �c ro� i REGISTERS OWNER DVMER 2= cn81NE15 k COUNTFg3 or,„, LIGHTING FIXTURES p Tq CONTRACTOR D CO NTRACTOR DrvNtc � CONTRACTOR TEq MAINTENANCE ROOM D OWNER CO ACTOR RACrOR nSxCOMPRESSOR. wA E CONTRACTOR 5 q D C !Gq YE5 BREAKERS coNTgACiOR- PAETIAL< ROOF' PL SCALE 1/1/' ?. 1 Q' li Y NEW 5SS B sne 00DIFIU1no05 onn,r NORTH GREt4B mrglhnh usa6t^,"'^T , , arvmrorJUCeI'd` ND 'D 112 OEgYtlP114M; A 3/8/59 RAX 5)006 PLAN OIEC% 0EBk9R11AL OE00 f�B @I 120001 . 1' TOOL RENTAL CENTER LARGE EQUIPMENT AREA 6/5 LNG HOME DEPOT PLAN M.: NORTH TOOL RENTAL TENANT IMPROVEMENTS r EXISTINL CARDEN CENTER SOLT AVIS C T.J KWI LA STCR TOOL ccN ; 1' A OR 5N6 r ?' 3(9 JOB AME: TOOL RENTAL CENTER GLAM. COPE) ISSI NC LIFE SAFETY CODE: NEPA 1991 SUMO. USE) MERCANTILE MECHANICAL CODE: MC 1994 OCCU ANC, 14 . PLUMBING CODE:. UPC 1994 CONSTRUCT/0N TYPE: TYRE V N ELECTRICAL CODE: NEC 1991 ENERGY CODE: TI. 24 Apo ODE: 1994 • • EXITS • FE TRAVEEI I. TOOL RENTAL CENT R 700 SOFT. • ABBREVIATIONS :R" APPPO%IMAIO CH 0 m 4S B L O CK I Es f a P. BUC EEEV 0 FOOT B EO E1)0 BEAM .Na p EjR 1 000100 2ON n iB+. ROO NNUU N pN1R iNgCiOR R NO ECXAN C �'. 1 400 0 f O N s { CO C fiE PP. 'fgEPPOOf 0 ff l!1 'c n NUWS Z. • PAW') ) Eu 0J l04 cCC GENERAL 0. JpNi .GANEF CC 0 U �YBV NNC CONS Hh SO Y N TS NAL D 61 DM I A iEq 410. GYPSUM aa DN CENTER D SPO NC G HEIGHT LII IL uw 2M. ' INi'411M,. A c l T u 6 LAMINATE ap,.. --ir E PACE N.M. , FISH Po + AHAUST N x ,,,W. � EACH WA A/C CONTRACTOR OD REQUIRED i aNPOS nou ITLE W/ / WOOD wInz i B 7Y IE N Suu SK C8c4E s PM' 1 621 t 836 - 416.)0' 20* YIE .00050 0203PT,'S1E ENERAL NOTES . 200 E07 BF CH;:c 6 :. p1 N p.B,. os��li8�a.1 wN - el We N 1 PBE �,x.W Via. w6s�s1 'w�ia B AIryhO T!� CvwA +a Wwnu allx sus msl`" swc�tk OMB ELECTRICAL ENGINEERS, INC. 23412 IACIULTON PARKV/AY, ST. 320 LAGUNA ' 1112 HILLS, 02 (B4)b - FIRE PROTECTION vA BEY n A SAN DIEGO. ex LpRN T 02111 SYMBOL LEGEND ROOM NUMBER IDENTIFICATION - - DOOR NUMBER IDENTIFICATION DETAIL MARK INTERIOR PARTITION TYPE KEYED NOTE - - - - - - -- DEMOLITION KEYED NOTE REVISION MARK WALL SECTION INTERIOR ELEVATION MARK BUILDING ELEVATION TYPICAL DETAIL DESIGNATION DETAIL NUMBER. —SHEET WHERE DETAIL IS SHOWN INDEX OF DRAWINGS ARCHITECTURAL FIX.RE PLAN SHT. NO. SHEET TITLE /Et QR�', WS STRUCTURAL 02110!5 SHT. NO. ..SHEET TITLE' HI 0 GENERAL NOTES, PARPAL zo SECTIONS ELEC. /MECH. /PLUMB. FOUNDATION SHT NO. SHEET TITTLE PALO "2a LU C s. D nox 6xo 401 DESIGN SPROVIDED N N IS EPE x Y O CONFIRM CODE C E EA XANO/ A MANUFACTURERS TC 450 N o . U q L N . BUT N T M MC, 1IDN - FU C E iN :u N P R N CCFP i TI N p ;1 EU WA7E. 0 N O Otarer, WuRENEry M W P C WT 1 As OYME0 WW Ulp I R RWEN . A ,, t ;A ,,,, 9 0511 „ l Rl C£N of TH ES ',CRITERIA SHALL FIRE ACCESS /EXIT.AN) 994 1070, 1994 090 BP0JIn0 4 gaefifD an. Lmd ao4P IW 9 ATw erg A L 6 E Il Led P x vke x1 (a i>T 00 /5P ' p f B.sr 1 274 " + 1 os uo � � ,;1''''''' �N uEa.> 5D 9 aEawx2) 5 r N c.Vrofx IX) C ARDEN'CENIER UNCMANCEO EXI5T. REMO[ EXIST EXIST. EXIST. CODE DATA SUMMARY OoEt /q0D nON JAN STExSEU R04D A 91111 DINE, CRITERIA k 9. 011(101* 69) 6.10 0111006' C ANi 6926 (2R 1 A) (PER9390RJ PEBn0220 1046SOfr 1546 +(50) *1;) (57)x.2 (1 ) 72 ¢. 928115E p R,56wb4' 6 MI6PFIIANFOIIS ( REQUIRED N EXITS UBC) D S011ARE FDOTATE CAI 6914110* z. TsDE EauIPNEN A ... FASTING 611RTAIN 90000 AREA REMODEL AREA SMOKE VENT AREA! RE011 REq PRONGED 4 0 b E %15111802 REMAINING AREA' SMOKE VENT 522 6 53(92, MX b EXISTING SMOKE V TO BE RELOCATED EUILDINO'EXI0, .a B 1 � 1 _ i I l l j i i - 1 ' 1 I II 1 it ll 1� -- u�. 1 1 • �1 � l '1 I i i 1 . !1 d 1 Il ' I _I 1 i 11 1 p I O I a 1 11 . i I 1 20 � �� ' I j ' i s � l ! i. 1 ! 1 1 1 . 1 I �!1111 ITEM 1 1 ..1 IllryryryIry IryIry111111������������11! j AY ' 1, m i II — ' i ll ll - / ®I I S� II , 9 ; 1 11 1 L I 1 M. II 1 1, 1 1 I n I II f � 1 II II II 1" 1 I1 j - I �1 lY Ii 1 II II ! [ I 1. 1 ! I„� �- I fl II � 1 1 1 f 1 1 II 1 61 1 II . 1 I 1 . II 1 Yu��c� I I �� � " II� I ; � � � . II�C I r ro�aao�o� o�o�o�o MEZZANINE EXIT PRB1JjONUED NE CPE NG D OR 'MD1H' EXIT N10T1�. .� DOTONAL TS 1CALCULATED GARDEN CENTER. EXIT PROVDED - GARDEN CENTER UNCHANGED 4 \ 60150. EXIST. PLAN THE HOME DEPOT FURNISHED BY OWNER SUMMARY LIST RuE To x�on nnoN -wPPUw NsI.¢ Eo • PP 6. WALLED �c ro� i REGISTERS OWNER DVMER 2= cn81NE15 k COUNTFg3 or,„, LIGHTING FIXTURES p Tq CONTRACTOR D CO NTRACTOR DrvNtc � CONTRACTOR TEq MAINTENANCE ROOM D OWNER CO ACTOR RACrOR nSxCOMPRESSOR. wA E CONTRACTOR 5 q D C !Gq YE5 BREAKERS coNTgACiOR- PAETIAL< ROOF' PL SCALE 1/1/' ?. 1 Q' li Y NEW 5SS B sne 00DIFIU1no05 onn,r NORTH GREt4B mrglhnh usa6t^,"'^T , , arvmrorJUCeI'd` ND 'D 112 OEgYtlP114M; A 3/8/59 RAX 5)006 PLAN OIEC% 0EBk9R11AL OE00 f�B @I 120001 . 1' TOOL RENTAL CENTER LARGE EQUIPMENT AREA 6/5 LNG HOME DEPOT PLAN M.: NORTH TOOL RENTAL TENANT IMPROVEMENTS r EXISTINL CARDEN CENTER SOLT AVIS C T.J KWI LA STCR TOOL ccN ; 1' A OR 5N6 r ?' 3(9 JOB AME: TOOL RENTAL CENTER GLAM. COPE) ISSI NC LIFE SAFETY CODE: NEPA 1991 SUMO. USE) MERCANTILE MECHANICAL CODE: MC 1994 OCCU ANC, 14 . PLUMBING CODE:. UPC 1994 CONSTRUCT/0N TYPE: TYRE V N ELECTRICAL CODE: NEC 1991 ENERGY CODE: TI. 24 Apo ODE: 1994 • • EXITS • FE TRAVEEI I. TOOL RENTAL CENT R 700 SOFT. ABBREVIATIONS :R" APPPO%IMAIO CH 0 m 4S B L O CK I Es f a P. BUC EEEV 0 FOOT B EO E1)0 BEAM .Na p EjR 1 000100 2ON n iB+. ROO NNUU N pN1R iNgCiOR R NO ECXAN C �'. 1 400 0 f O N s { CO C fiE PP. 'fgEPPOOf 0 ff l!1 'c n NUWS Z. • PAW') ) Eu 0J l04 cCC GENERAL 0. JpNi .GANEF CC 0 U �YBV NNC CONS Hh SO Y N TS NAL D 61 DM I A iEq 410. GYPSUM aa DN CENTER D SPO NC G HEIGHT LII IL uw 2M. ' INi'411M,. A c l T u 6 LAMINATE ap,.. --ir E PACE N.M. , FISH Po + AHAUST N x ,,,W. � EACH WA A/C CONTRACTOR OD REQUIRED i aNPOS nou ITLE W/ / WOOD wInz i B 7Y IE N Suu SK C8c4E s PM' 1 621 t 836 - 416.)0' 20* YIE .00050 0203PT,'S1E ENERAL NOTES . 200 E07 BF CH;:c 6 :. p1 N p.B,. os��li8�a.1 wN - el We N 1 PBE �,x.W Via. w6s�s1 'w�ia B AIryhO T!� CvwA +a Wwnu allx sus msl`" swc�tk OMB ELECTRICAL ENGINEERS, INC. 23412 IACIULTON PARKV/AY, ST. 320 LAGUNA ' 1112 HILLS, 02 (B4)b - FIRE PROTECTION vA BEY n A SAN DIEGO. ex LpRN T 02111 SYMBOL LEGEND ROOM NUMBER IDENTIFICATION - - DOOR NUMBER IDENTIFICATION DETAIL MARK INTERIOR PARTITION TYPE KEYED NOTE - - - - - - -- DEMOLITION KEYED NOTE REVISION MARK WALL SECTION INTERIOR ELEVATION MARK BUILDING ELEVATION TYPICAL DETAIL DESIGNATION DETAIL NUMBER. —SHEET WHERE DETAIL IS SHOWN INDEX OF DRAWINGS ARCHITECTURAL FIX.RE PLAN SHT. NO. SHEET TITLE /Et QR�', WS STRUCTURAL 02110!5 SHT. NO. ..SHEET TITLE' HI 0 GENERAL NOTES, PARPAL zo SECTIONS ELEC. /MECH. /PLUMB. FOUNDATION SHT NO. SHEET TITTLE PALO "2a LU C s. D nox 6xo 401 DESIGN SPROVIDED N N IS EPE x Y O CONFIRM CODE C E EA XANO/ A MANUFACTURERS TC 450 N o . U q L N . BUT N T M MC, 1IDN - FU C E iN :u N P R N CCFP i TI N p ;1 EU WA7E. 0 N O Otarer, WuRENEry M W P C WT 1 As OYME0 WW Ulp I R RWEN . A ,, t ;A ,,,, 9 0511 „ l Rl C£N of TH ES ',CRITERIA SHALL FIRE ACCESS /EXIT.AN) 994 1070, 1994 090 BP0JIn0 4 gaefifD an. Lmd ao4P IW 9 ATw erg A L 6 E Il Led P x vke x1 (a i>T 00 /5P ' p f B.sr 1 274 " + 1 os uo � � ,;1''''''' �N uEa.> 5D 9 aEawx2) 5 r N c.Vrofx IX) C ARDEN'CENIER UNCMANCEO EXI5T. REMO[ EXIST EXIST. EXIST. CODE DATA SUMMARY OoEt /q0D nON JAN STExSEU R04D A 91111 DINE, CRITERIA k 9. 011(101* 69) 6.10 0111006' C ANi 6926 (2R 1 A) (PER9390RJ PEBn0220 1046SOfr 1546 +(50) *1;) (57)x.2 (1 ) 72 ¢. 928115E p R,56wb4' 6 MI6PFIIANFOIIS ( REQUIRED N EXITS UBC) D S011ARE FDOTATE CAI 6914110* z. TsDE EauIPNEN A ... FASTING 611RTAIN 90000 AREA REMODEL AREA SMOKE VENT AREA! RE011 REq PRONGED 4 0 b E %15111802 REMAINING AREA' SMOKE VENT 522 6 53(92, MX b EXISTING SMOKE V TO BE RELOCATED EUILDINO'EXI0, .a B 1 � 1 _ i I l l j i i - 1 ' 1 I II 1 it ll 1� -- u�. 1 1 • �1 � l '1 I i i 1 . !1 d 1 Il ' I _I 1 i 11 1 p I O I a 1 11 . i I 1 20 � �� ' I j ' i s � l ! i. 1 ! 1 1 1 . 1 I �!1111 ITEM 1 1 ..1 IllryryryIry IryIry111111������������11! j AY ' 1, m i II — ' i ll ll - / ®I I S� II , 9 ; 1 11 1 L I 1 M. II 1 1, 1 1 I n I II f � 1 II II II 1" 1 I1 j - I �1 lY Ii 1 II II ! [ I 1. 1 ! I„� �- I fl II � 1 1 1 f 1 1 II 1 61 1 II . 1 I 1 . II 1 Yu��c� I I �� � " II� I ; � � � . II�C I r ro�aao�o� o�o�o�o MEZZANINE EXIT PRB1JjONUED NE CPE NG D OR 'MD1H' EXIT N10T1�. .� DOTONAL TS 1CALCULATED GARDEN CENTER. EXIT PROVDED - GARDEN CENTER UNCHANGED 4 \ 60150. EXIST. PLAN THE HOME DEPOT FURNISHED BY OWNER SUMMARY LIST RuE To x�on nnoN -wPPUw NsI.¢ Eo • PP 6. WALLED �c ro� i REGISTERS OWNER DVMER 2= cn81NE15 k COUNTFg3 or,„, LIGHTING FIXTURES p Tq CONTRACTOR D CO NTRACTOR DrvNtc � CONTRACTOR TEq MAINTENANCE ROOM D OWNER CO ACTOR RACrOR nSxCOMPRESSOR. wA E CONTRACTOR 5 q D C !Gq YE5 BREAKERS coNTgACiOR- PAETIAL< ROOF' PL SCALE 1/1/' ?. 1 Q' li Y NEW 5SS B sne 00DIFIU1no05 onn,r NORTH GREt4B mrglhnh usa6t^,"'^T , , arvmrorJUCeI'd` ND 'D 112 OEgYtlP114M; A 3/8/59 RAX 5)006 PLAN OIEC% 0EBk9R11AL OE00 f�B @I 120001 . 1' TOOL RENTAL CENTER LARGE EQUIPMENT AREA 6/5 LNG HOME DEPOT PLAN M.: NORTH TOOL RENTAL TENANT IMPROVEMENTS r EXISTINL CARDEN CENTER SOLT AVIS C T.J KWI LA STCR TOOL ccN ; 1' A OR 5N6 r ?' 3(9 PROJECT INFORMATION PARCEL AREA: HOME DEPOT PARCEL AREA 13.27 ACRES LOT C PARCEL AREA 1.15 ACRES LOT D PARCEL AREA 428 ACRES LOT E PARCEL AREA 0.33 ACRES TOTAL 19,55 ACRES. TOTAL SITE COVERAGE: 26.8%. (11,717 SF /AC) BUILDING AREA: THE HOME DEPOT 149,624 SF GARDEN CENTER 28.583 SF 176,152 SF � LOT B (TACO TIME)' 2,295 SF LOT C (SCHWAB (TIRE) LOTS (L`OSTCO) 34 784SF LOT E. (0 LUBE 12.520 SF 1,300 SF TOTAL. , 229,061 SF., _L D MANE L 20 EXISTING LOT "D" (PRICE COSTCO OPTICAL LAB) 34,784 SF EASEMENT TO SAXON DRIVE P SCALE: 1'4 40' —O" b-C72(o5 PLAN EASEMENT NORTH RAILROAD NORTH 1041.08' — —JAMES CHRISTENSEN 45 5.09' she SN1 W E¢ cop 5" ROAD (PEDESTRIAN TRAFFIC ONLY)— — _____ — 4448 i ESISTNG LANDSCAPE EXIS11N LOT "8 (T "2 y, T" ) OT " E QLUB , fligmkumni N nnn TOOL RENTAL CENT. WISCICOAOO RELOCATED COGS MATCH FREKRID EXISTING OUTDOOR GARDEN CENTER 28,538 SF EXISTING THE HOME DEPOT 149,824 S.F. EXISTING F.F. 4 25.00 LOT "A" E LANDSCAPE AREA 11111111 _111 VHF ' " 11111 1 4 11111= 1 FTSSIVID LANDSCAPE AREA EXISTING PERMANENT ACCESS DRIVE EXISTING CHRISTEN N TRAIL PARK! I— 0 EXISTING PERMANENT ACCESS DRIVE EXISTING PERMANENT ACCESS DRIVE PARKING COUNT SUMMARY: REQUIRED BY CITY THE HOME DEPOT G 2.5/1000 445 SPACES (Including GARDEN CENTER) ,' LOT B TACO TIME) 5 1/50 46 SPACES LOT C SCHWAB TIE) ®2.5/1000 31 SPACES LOT.. (3 COSTCO) 2.5/1000 87 SPACES LOT E 0 LUBE) 0 4/1000 5 SPACES TOTAL REQUIRED 614. SPACES PARKING PROVIDED: HOME DEPOT CUSTOMER: 485 SPACES OVERFLOW; 73 SPACES '! LOT LOT C. ( ( (C ( C ((SCHWA ) B TIME) TIRE) '39 SPACES LOT E.(0 0 LUBE) 2 6 2 S PACES TOTAL PROVIDED 890 SPACES RATIO PROVIDED ' 3.89/1000 SPACES FROFIT` PROVIDED 48 SPACES ZONING CLASSIFICATION 1UC TUr.6ILA URBAN CENTRE a, BUILDING CREEK BER4 1$RiQ ARCH atrrofr., E C, PLAN N INC 1 51 01 RED HILL AR SUITE 200 n TUSTIN, C7IIMORNIA OTT!, , FAX 0 4 1 2599 O8U fAx 111/2 9 5180 xm :N? l4En 844WN6C'489EIRGO80 •.. 2899 RRS1 SCALE: fro - 1' - DEMOLTIAN PLAN ` V A" (KERIET) SAW CUT M ROLO r SEET.,.0 (SEE 5/0000) I I I ■ aLNEt F II�O P�TOR t /6' FT. CONCRETE SLAB W/ ME BRONN FlWBH� I I > I • .W LENT To eE aaaA TEO TO BE REMOVED TRUCE rT� LgszojorIc CURB PLAN ®NORTH NEW DOORS IN / 1 I I NEW ORNAN NTAL y EE 6'Ahf��4 %ISANG REMOC�WYEP R MULLION Q EFTA Ws7,. LL. NACC —�� Lemem timdieihrionfrArgi (' *50NC UTSRBULE EDT- T MEAL DON CLASHING T. CURB T GOLUYN NORTH EXISTNG ACCENT REVEAL/PANEL JOINT FXI TILT -UP WALL WITH STIryRE COATING EN? TILE EXISTING PAINT O E %ISRNG CARD BEYOND PLAN �seE 45", F EXPOSED i RVITRACT. FO JO ST LOCATION) a ROLLING OVERHEAD DOOR $S,mE1' P FLOUTESCEx ! PEELEC OWLS) SEE MECH OWLS) oD FOTUI ( EE 0 a REFLECTED CEILING PLAN — TOOL RENTAL CENTER ••• SCALE 1/V - 1• -0• NORTH NA' R "AA A.F.F.V PAI T. I FOFND B[NA DEPOT ORANGE '401 DOLOR Of ADJJACENT ROLL HR ' VAN UA 1LC X%N-2P ... RFHN EIS' 4 -ED • 'MN E AL 1320-.1A BEHR 'ECLIPSE' 0■06 SAW SHARPENER ( GRIN (RIO) SCALE 1/4' - 1 SECURE SR BRACNE75 O 5 -0 O.C. SECURE T O BRACKETS O 5 O O.C. MAINTENANCE ROOM FLOOR PLAN PLAN ■11/ NORTH (SC)°Y RESOR HAUST DUCT EH inns) COUNTER a COMPRE650R ELEVATION — MAINTENANCE ROOM SCALE: 1/4 - 1 RESSURE WASHER MTG. BRACKETS W / DOL u°wRE O T MEC1"I E TT. SEE CITY OF TURWILN NPPROVED APR 2 7 1999 BUILDING DIVISION MEWL MMHG WALL LO REMAIN N RRON 7R SECROx e�k ° DICAIINTOBCR50R1ITION 1H �m a �sNEEi 0000E RHls000 TLO H T 67171.E EWORESCENi • SUPPLY MR CIPFUSER • RETURN AR GRILLE �( ® 7L 10f EXHAIST FAN EMT LIGHTS CENT RIAU. OPET 67Rc FlMNR T ON N EHGY POSER ® E RU0 0 0 C [..N1NT. MOLT 1 / ENISTINO SHOVE. VENT V wE T h� "' AI? ES. FlN PARTIAL SOUTH ELEVATION SCALE 1/15 • ARTIAItt NEST :ELEVATION SCALE: 1/1l GREEN$ERY ARC T ITECtURE', ENG {NERRIi1 G P LAN 15101 RED 0)0< U VENUE. TUSTIN C 11009NIA' 047.60' VOICE 514/209:0000' FAX 710/359.0200 .H.m..0 MOH 7 a p50000. ORSWIN. ism &QCYOO DAT DESCAP 0X -. . 16/99 0801 R "'E I L99 SECOND P Ulll 'mvamrtec 1 0. DATE D0 0WRp1 A 0/9/90 PON OIEIX 01WED110XS PA0'ORLONRS OI.IE. I1E� IAWRENEEBELLAM6XIERIII' A + /ntntt inumr caxT;'9ETNAn2 WRUxS m m.. SLO E- 17,277 METAL x000. A EQ Q ITAL). ATTACH 70 JOn INC. OR STUD ABOVE W /.(2) 0.172' DIA. $CREWS a/B PEE x Om. 120. RO "G 5 00" ON 1 HOUR RATED U,L#U4119 DELETE PLYWO • 1S2/T220 00 ()FAINT. RAO I/2. 800 2500500 1O SCM W/ PAN MAWT. RM TUCK SnMf0 n5 °%5x DETAIL — HEAD SCALE 1 l/2• -1• -0• DETAIL — JAMB SCALE 1 1/2 -1• -0• DETAIL — SILL SCALE: 1 l/2 -1• -0• UNE Or HOOD 9 TA2.0 DETAIL — JAMB (1HR) SCALE 1 1/2 - 1• -0• FRP TO O 0 DETAIL — HANGING PIPE TA2.0 OIL /SEDIMENT INTERCEPTOR SCALE: 1 1/2 - .1t =D DETAIL — JAMB (1HR) SCALE: 1 l/2 - 1• -O• DETAIL — PIPE. BOLLARD SCALE 3/{• - 1• -0• POOR) "5015 TO FLOOR'. PUN OR GRATE ELEV.' WORTERES � .. ITEGP. MST. -UP ROOFING I/2 B -C PR. PLEAD. DA/720 .0.---, PLAN DETAIL — WALL CORNER SCALE 1 1/2• - 1• -0• (� 5015 v. X 2' PLASTIC CORI. GUARDS 1/00 B -C. F.R. PLYWOOD CONT. STUD TRACK, VAPPIZO CHs ZF SCAT • STUD (TRACK OA. TO MATCH - VERTICAL STUDS) SECTION - - 1 ■HOUR RATED WALL (VERIM Eh PLAN DETAIL 0 1 HR. RATED WALL SCALE: 1 l/2• - 1' -0• FIRE SAEING 0E0( o z -D Oc. = Vs T a S1P 7:71(% (w UAL). ATTACH xf vE w/ (2) 0, , DIA. q IN 5/e' 1550 00 GYP. BD. 0 22 % A20 (155 E CORRIDOR WALL) Si"OPPI F REO L/AINT. RM. TORT RFNTAI CORRIDOR 1 HOUR. RATED U.L / U495 SECTION — 1 HOUR RATED WALL SCALE: Krkt ESTral 5%0• ORE CODE GYP BD. EA SIDE PULL LIGT nRE RE7 TREATED PLYWOOD TO 2OLDING 5DE O SALES D.L. A S/D ALL I/r a -c ia. viwroo0 00525) 2 5 9 SL G � o 0 / 21 - 0255 " )000 ( MATCH - VERTICAL SPUDS) x I/O ' 800 PL W/ PA1 FxlcT)NR f9I FS ARFA COST STUD TRACK. W/ I /e METAL DIA. EXPLOSION TYPE C" r WEE 6 ETAL STUDS MOLDING PLAN DETAIL — CASED OPENING SCALE 1 l/2• - 1 -0 5 /0" TYPE 'x Cm. BE. /2' 555 RE1. 1REAIFO 500112500 RFA SCALE:. 1 l/2• - 1• -0• SECTION 0 WALL PANEL sTUOS o 2s o c NC/PAxxO • ie.° o x %rte eomau BE . STRUCTURE. AH0�5FA I/2 PREFORMED EXP. JT. W/ SEMAx1 PLTIVOOD s1RUCT. 0x55.) ERIND SMOOTH 1M CORD sL. 50202x1(•15) CONC. PATCH WHERE EXISTING ° FLOOOR SL " . CONCAEIE OL/a* E P. FOR LOCATIONS) 0105 s /e' PPE 'X (219-, IB DA FIRE RET. TREATED PLY0000 SEALANT (T0.) DETAIL — HEAD (1 HR.) SCALE: 1 1/2 - 1• -0• ENSGN 0.0050 4 t/0• a RAGE 5 /B' OIL OALV ,..., .S B" LAYER S /B PPE 'x W 90EP0 S' SE sw0c 17209) 83/• 011.8 25•0/. ANGLE W¢0ED /a0 ANOE DETAIL — HEAD (1 HR.) SCALE 1 l/2• - 1• -0• in MS. STRuci.)� 588280 Ts. WELDEO ro L S 0006 "(580 OP0C5.) E Or HOOD PE COnC,FOOTNO CoZ Pt'.4"° O CAP 70 M12.7 1 /A• P12BT0 SLEEVE (BEE SIRUCT. oW�GS) 0 TO INSERT 592 LCNO F N0 ("TP.)CORC. AT DOOR SE E P SHEET AT US R LOCATION OPENIx05. C)1Y OF /UKWILA APPROVED APR 2 7 1999; BUILDING 810051100 )05 199 U 9 1999 PERMRGENTE• ' ai GREENB E�tdr",FA ROW A R C HI T.FC'F 11 RYE ENGINEERING PLAN ,LNG 15101. RED HILL AVENUE SUITE 200 TUSTIN, CALIFORNIA 92780 VOICE 714/¢5 =A NN ; 51110) „oM DAR OESRIIINN ERR hAI90 iTAL NQ IIE„ No. DATE 10 . . OESCfES 2/9/09 PLAN' PROPIWSNAL H.YL ROOM F NISH SCHEDULE FLOOR BASE WALLS CaUNG REMARKS Ps' SPACE NAME , z 3 F t WA scEZZ cat 1.VMNIENANCE ROOM 0 0 0 0 0 0 VARIES SEE NO.S. 5 P 6 ioZ roal. RENTAL . 0 o 0 0 0 SAABS SEE AP. a 207 CORRIDOR o 0 00 o ROOM FINISH SCHEDULE NOTES 1. ALL INTERIOR EXPOSED DUCTWORK. GOND,. L1, ROOF nANEI .0 RS. SMUG.. 4 SEL ELEC... NSW.. POP DiE„ Pr . .0. BACKBOARDS SHALL RECEIVE PAINT A. ' C ' n ' L L,t 9vCgrejLtl ' N ' CII ' A r CK 'S 9±"C ' PW - NnAjni. - 0 ""' 2. PAINT COLOR SYMBOLS SHALL BE AS FOLLOWS1 5 AoL P.WOUD . RE FME RE: NSA.. Tu.: E 3, (PLUS NOTED „HERA'S, ro2P R : '(C TE.MTA " 1 1 ' InB tflIVVZLI. COL. PAINS 0 - . 'SAFETY ORANOE P4208/9200 PAINT E - FACTORY APPLIED !COMP 500 (NOT, ALL PAINT roR THE TOOL RENTAL CENTER .S TO eE OlOoD APOPMD 13 , ' FitEit:ilit CO O DOOR SCHEDULE DR. NO. SIZE TYPE DETMLS THK. FINISH HARDW. GROUP LABEL REMARKS ,„„„„ ..., ,..., DOOR LOCATION/ DESCRIPTION HEAD JAMB SRL 50 12 X 1,-0 OVERHEAD-A IA/TA2.0 1 ,A2.0 — x w """ , '' TOOL ROA ,., . .PR. M-M X r.-O NA. : 3AZA;2.0 39/ 30/.2 0 , ,. P.Ni B ORO, A u p p 70, RUNTAL/ENTRANCE 7 HOL. Pilf. El5f 2A/TA2.0. .28/Yn2.0 -- PAINT B CROUP B TOOL RENTAL I7:4147I? EMERGENCY EXIT J14:0, ' ' - `" ''''"' "--"'"" ' "E' ''''' d onlv o ,.. F.R. 9-D X 12,1 ORNAMENTAL METAL -- S/Tad .0 6/1,0 _ GALVANIZED GROUP 13 EOUMIA . AREA DOOR SCHEDULE NOTES 5 t f'f.Pg.',400,1151' mENFRAL NO, A OPENiNG FORCE FOR EXTENOR KrwcEo DOORS SHALL NOT EXCEED 6 5 V. ' XILPE IN "" B OPENING FORCE FOR INTERIOR HINGED DOORS SHALL )4100EL 1900 AM/STABLE 45X FREE AREA ANNUAL.. (816)231-5522. NOT EXCEED 5 MI - ,tv,rzakv.....,7,..!UPPUED * INSTALLED BY DOOR z.grrAw..mmr 3.WPROVIDi massE .VIARNING ON HANDLES TO MAINTENANCE ROOM. X . ' ,„ . • 4A PANTY°, NOME DEPOT SIDE ONLY Vr U S'' ' NLECsw17EN7 T,'N.0 77,0'.gr P ' 5, 10,10,1/, WRE GLASS VI,. UTE 7 -.., fi ROASE RELOCA*0 EXISMNG DOORS, RUE @ HARDWARE. Y REWORK * REUSE Exismc POOR FRAME. ® FI =GR. WHERE NOTED HARDWARE GROUPS: .r,k011P:•P, PAIR LEAFS o HOLLOW METAL ota won) lash P55 Ia 5500 - ' • -- 3Pair (HAG) 511320 NRP FLSral ige= (IVES) 1 (280) Is, 0-0' Doo, (aTIli ad,asladE Piro. gt Crne 50555 a, eso. • I(R0L) 0 (Swar LEAF.- HOLLOW METAL EMT DOORS) . gra. b.' bo.t1nottt '0V, (no outside key control) ilgr42i17 ea, puty Graoh Str - (IVES) 115-30-1/2 (26d) Far 3‘-0 Doore 1 reehold - (NOP) 925 , ' 1 - 7 " :c7:2131 - - (N (V 55 P)2011.) • 3 if ZIA!P?al V3L 78 • GROUP C (ROLLING OVERHEAD DOOR MPTM ELECTRIC OPERATOR) P B t Each OrMead Omar to home. .,Winder for Kervitch - (BEST) 1E72 •' ).' NOTE: Coardinate lock, des., elle 4.0. supra. Ratan. of ...re =1 • 'rwRai p 0 . (CHAIN UNK GATES) Bch 0555 anAsg Ahall I OaCIrk - (BEST) 41B72.2 R 47Po' 1:%7VIIVr=o GROUP C (VAMTENANOE ROOM) g'0°:m; , 1°W12;10 GROUP F (HOLLOW METAL EMT DOORS) (.00) 115-25-1/2 (2 fOr G a... Daor Bottom Se. - (NOP) 20.2N ' ..BTifOnMort?u ' fr ' onte c Tu r' plitr " 't""' HARDWARE FGEND "2:2 • .T.."0'00'' NW, FOL) FOL. ADAM CO. LY) CONN ADSMSON HARDWARE MATERIAL A FINISHES apF1F-an B. LOOKSFTS 626 (USA.) C DOOR CLOSERS 68g (AL) 0 OTHER MIMS 630 (US32D) OR 626 MIS26D) Ir NOT AVAILABLE t)15-05,93 1 1 ,;, S , Ei , L , 0 , 744 , pAOS SEOUNTY ENGINEERING r 0500 0050 PRODuCTS MAO - g 12 ' 0 °U"' 2r0tFrair 1 0 .rj:= ft othp miscesone 7r:=001 ";r070n1 =0';IT Ut 101Ni ...FRP = of [POOPS ona other framed won . =1'04,7°: = Zrr,:00 ' , 70‘0'.1=0'10. concrete tnt-up ens concrete spas., unit a. ;.:=1 . 1is5ro=t Ins7B:Vds„c ass RHH.i3O1 25-2 ((horizontal Opts)) ) T frsieref 12ror ,, tts. not to seismic or the.. • Zfo:cs t1=1 Prof to P.. reVf7sp17(: a- 7nsnts.:h:FeEs7pZumfr L itt% nS )1rran t op '‘ .t . 0=0 = „, NG. wearnellset fa mt. OnMetp 1 11 1 r 2 FFSIO:ii ' S7PigniniOl " : , 5 ,r; r0M7ICOO P■ Dudebn BO bx an cum,. awelrvawnor P of sot. to,. paw oasspe oda A...us.. me rod ateept.e by Amex ' n e e=12=Its ' aTr "rt r" tArsr= " and PAtty. duct tap* ORNAMENT. METAr FF1.91..WRE VE„ RAMP, ao 5, 1,50 55 P'r " --- 0,.,:n0 B:4: t '00°070 ° 00,0 074,°011,' RP' InIne oath ' ;a:rTn7s t . ' Prnl ' etP r Zso ' .7.:71 . 4:=. TP .p „ rd.. fnount„ Bs„. Ooof and ...nem ' ; , ep " .U P ona C- STF. BOOR, A„ ARM, ' cl=o r .;:rdetehioraucu Bond. s to p E if Is Set Hreancdos for exterior doors in full bed or Mc, e a o r eo==i7r, "070,1t0:07=0•00:. by American Lurnlop Standar. Commntee's (ALSC) of aur.cfn. and miff. ." ':tf.t:zwrzwq.';:z.oz 10 Pgr Docking Ponelm For mounlIng meat.. or d APA c PLUGGED Pi with a.. glue. non 23/3 MASHIRR AND SPIFFY METAL F. A. on oPo, OAmer 0.3 Mk Thick... 2. Full strength 709 Rpm 500 Baked On Coating to. 3. ' C r olons Tn t ;711=wwn '"n". 5. Gutter cwraw Salvage edged gUtter are of 4 20 Mar n=ln Z I C wP:Va a re S el t Z:Po ' ls " " ""a"' ra"a' " goRge galvanized steel w■th Xynar :X ' '"'ar'formed end lap, Mashing a"" m=at r O a nt .r tr ITEMS FURNISHED BY OWNER: AIR COMPRESSOR PRESSURE M,SHER PARTS WASHER BENCH GRINDER CMAINSAW MAARPENER CASH REGISTER COUR. FUEL °RAGE CONTAPERS WAS. OIL STORAGE PAN, SOPIO WASTE CO„ SHOP RAG CONTAINER 0 amovEzz ' 4 " se - rn R VIVaTIn ' d1:2 ' elt ' srat;L.. nor ond frame assemblies teat corn; with NEPA 80 testeM Imted. and labeled In accordance with ASV E , rwWw , PM or Fire Testa Of Door ' iiEFic 'r celF r o r iEE r' s r hE r iBielIFIrr " 4. Fabricate exposed faces of doom from stretcher Pvel ZMIVATOrgn ""'''s 5. FahrIcate from.. ...cense. edge chann.s. lauvers 5 ' F.n. R°''R *maned melds shall pe ground smooth. A. Pence Malcolm 3/ 50 /SlOssaIsIsIS as and moldIngs Morn either cold rolled or commercIal Zaa= Agfi: 01' s rm ' in a mt% -' 16%:laCL. "t" 7 Frames snoll be 16 goge 8 Cap top of all Ooors xith Pusn weatherproof co9 A rPtr:ci r l ' en a e t t s P , fl r y=t . non ' a■ " a n o7 ' ; ' . '" a""'"r" ',vvr%zr0 r- RAF OPERBFAV MOOR A Ne Cookson COMP, DOI 5 50th Awe., Phoenix, XP OD, Nonce (EEO) 294-43511, MOP (600) 666-2132 W ...N..) Cemnony. 283 W. B... Porno, EA S1767, Mons (DID) 350-3667. FAX: (714) 5M3-3050. 2 C a poled 0.re Den. Damp bosad on Cook. Sure ha System I Pa Ow ado. 31 be sone... of term ectee stfm stes PIODI hOP Dy 5/8 clerp MP Not B. De IBrth on the door osemby Ala nose rown week., ol the aIo&gat Cob. sq.,. 0 90 Slabs 05255051 Aa Abllt 5-521 A The 94..71 zonal Of Mree (3).41 alga boded logo. Thasdi nA.m.1/2' fast.. 5. The Models .1. con... of sled not len thon 1/, ./ ha bollad 15 05.5 an05 ON raNimum losteners. 6 Na barrel »PI sleal tobim el not than r Comet. CI rt„r1,..1,t nzatta,a41,7„-,t:=1„, ,,,,„„ is 55 ,. foot of apanIng .th 0. 55555 sasa 4a 5555155 by means of an mAckr urnsel as IssosS Is SMis laldOla a aaaa2a 1,74010701, " tang. eusyr along be awrwature for tha anth Meath al Me hoe,. ope4lio54"wo17 ir4 '4 T ' 11 ; :41 t er nose menge srsasa 6)Pers ° Tor, tIrtitti; rri r1::OPt Oy ono perm on one . ol the door only :, :=.0t0IXX,"0,7: 0Z',t 0 ssMsss „, „Me d9or MIS htteIVSCVAno2gP adds 05 0505a55 a_ia,s 5a rollIng doer Wet, eds, am , a r.fo e a safety ...all ha instead co Ale bottom bps of the:Poow and .1 automatically rarer.. Aux 9 Me dmite Mate an obstructlen In Ms Oommord Basel ot .e door safaty Woo comIst el a rubber boot att.. beloi Na bottom bar Mth an electrIcal nomad to the hoelw of Me Oott bor. The featheredge shag opeactie W ram tecHHergy cmd OW nal , plaumato prem... ow electried shlp canto. to eo.te ,Z• Mth rlre . lo.gs 24 mit DO Are ale. or mds delastex system IA to I7Pg: Pr: v advi aSa 0 00r owo ) slow read es Me 14 t :rtar4X.Fh:11.7ir rettrgel e the octiv=of Me OPelmMhtrof atoll we oF.. deo NA tstts elorPm.limilght, ond estivate the wo. modul 4 100.1 1 ,P 11- the obstNetko th. 550 Ne MM. 001 also he mexted Mth Pel on-pter ' pt c .::Iff 7 o=h ' e 't =77ra ' ;;( r oZZIASf : (S05) 557-00132 'I s *" .0 ° :: : nts r E . °0 1 :ti n i a tca ' l l artrt : a ' T't h =7;°° 7 ` 7 °'° 1 °'°' tam On: came. erat th ler - „..4,J, e'prop o 0 HOLLOW METAL FRAME VI)011 . unc:noirapostr%' . . • : mum 4 h g mtdod 62 an ; CyaMMI PRYNALI "0401VV.;.:f.X, 3 Exposed Ewsum Boare. ASMA C 36. thMkness as A as diamond mesh snail a 3333 as Nos OnnitlVt3tOMfVont's: treated to ore n s 5. Mote., intener Aoslicall.. Formed sneet steer zinc coated. trIT B. Iron and ale,. TOPA POOP PP pr., oith one cool C, Dlownond m.1 snail be tack weidea. the VIslae • t 5155- "°°°"" 050- . 2. CLEAN. ear.. (Large Ed.:Anent) of wraoghl iron foneng. . 8 Stee, Muas ma runners: AS. C 845. Not Coped surfaces from dornoge or clIMIgurol1on. 'rn':'z'le ' h ' s2rirgTiatX ) 0e ' p a troTIZ o r= ,Ing;V:031,°00:7T074.70t:::00;!'" Z°V0; =',0,0V0VICL,7417: " 3. Daub, Dotes: Pro.. etope for aotwie gate, a 0 g p 'Y kns". rt:kgrat "'R , FI:oarrroorm " e n r&e r M f t a afl t oVor:Ou P st$ , =7 00„ . anm • ° ,rn ,0,00 n" .07 ( ""P" °" s 000, on';'00r0, ° .00 00 (%, '.aX'°Tx asl°7°,0, 'n11 2nd Oar. - Con. 340 Serol-Oloss (It r Ant,. WM. oso Pastes) Z. 7,01 W0 0115 OSsa alas (C1 Safety Orange ond Ds, Tr.) frE3=1 ":;°"" 2nol Coot BEHR MOO S 0 Canso nt Comp., (C Safety 0 ange 250 Trnts) Z L IOL'IFP' laO 011IaotslaS 015% Os 1st Coot - Conc "5 FIT 1 t 4) Poot 101 SdI F Wel Pont ' 9"Mitt r'' rn OF 3ra Coot RA DET : (Li 05 sly 01 554 555 OsSa rn2 Eitrn7w630r) Coot - °ERR 436 Am, t ' let C r:a ° , '2' C ' ffe C ce r :■gf. ' 1713,100 Percent A „ met 5 T r enr gn U'r.r""' 2nd Coat 2 m(ls OFT ifeated turns. enLLARO F r. SORIARALS t Items. .INPRFTF Horne Oepot 5,0001 Manager in writing of conditions 'c':•=000 . Al.,1,00.1170`07 P f r ::;■. ' 0 , 1VelnYVV=, r er 'e 07100 L000S5TI (SIN firrlIZ5VN "A" 3. WELDED WIRE FABRIC SHALL CONFORM TO AS. A,. Iga C"", SI g3 '0.3TR.IZAZZ0W "°°"° accordonce wIth the drawNgo. they • Ilas al the ond provIding 1. 515 Um REAMS, GRDERS, AND COLUMNS 1-1/2 IN. thickness recommended by tho manutoeturer FIBERGUSS REINFORCED PANELS SLABS WALLS. AND JOISTS 0 IC 1 SUMMARY Contact: Rollo Sman (404) 688-6075 V1 5 AN ' Po ' VEilT9 ''' VCIINT NCOCT2M1VRIT 11-1/2 QUALITY CRITERIA 5 c o , uow „, 5ootoot, 50015 m oon oon (000,goo_oo,0 MIWEI.V4 CALLED 057 00 DRAWINGS EN iOn POPPOPM Metala. , be finiohed at )ob Bile - If indicated on TSION SPLICES plan. An PMMOO sorros,s showing gloss ow,. .c.,a oNcKs) COMPAE SPLICES ' n " l j e ' P ' h a :nl ' e a al%:P ' In7 r XL:e:ig " coVIP ' sh '" Z .Z.,107,V0'°' so IS)saCss 51 50 T5,0:%°70,';0':005'""as 40, ' At ' . " PITPFb(e Manufacturer Morn. Lo Niro. carom 90678. Phon* ( 523 Fom (716) 739 7:" 0555 ACIdS 55255 °Wing for 3/32' FIG coneona , L , Ig1= - 9 . : As recommended by the Fiberglass Reinforced Pon SURFACE CONDITIONS A. %fox to all work of this Section. carefully hopect the Metalled wOrk of all other trades and miry that el such work le comp/He to the point where thla InstallatIon may begln. Verily'that the Onal 0.0:07=0.0w0:0,7=1.07,70,„ 00.0„ 00 proceed no : no low or high epote.. Ail ,Ile to 8 INSTALLATION OF FRP PANELING OCRing: VA, line tooth yam with face side up, cut neatly SOaASd so/ 504 Or P.n. 0 '0 , 0 4t0 "0,74 , :" tjt " C. ADOPPIPM WOO OOP, PI ea aosnonwt to drys. W. ;T:r71r " "'"'" " ,414 "taraa' ttal Vh 'Ian50,:t°' 7: tZ°'°°°7:7 77'. .,;2, z .".d., pone, ., r,;1 ond ro. maw 7/5 . in ea Tr.. n. • lrnleg ' a:w: 11 ° r ° IltIraaftr I4g TO.I; 07 B 5. Exterior - Ferro-As meted* 9 mils OPT. Aie=T fr7:1j:P.r'.rrien. 12i o 15 10 3rd Goat - 3 mils DFT COMPRESSION DOWEL EMBECIARNY 22 BAR DIAMETERS C. ICI( ff.00°," 7107'""E '1s1 ,at - BEHR 95 MN. Ox Metal P.M 07,T 5000 1.;',1:W,8 ' Isl a gX:t ' l ' Iontro ' 1723 Alkyl Mlle Metal Primer goer A. System Coverage Regutrements: ' 271[1% ° 01 1 3rd Coat - 2 Ws VT B. 'Pet coat not marred on Items that ore shoo primed. C. ICI: SF: C ESI t gmilFig? ' 1oMat ' j r IEFIR 75 Enamel ..0,000,„ 3r4 =:E211e24 E. Canso ROMP Woo., ' let Coot - 1723 Alkyd White Metal PrImer .2nd ,at Pone,. 1500 100 Percent PPM, Gloss 3rd Coat - ConcowPro 1500 'rl0 Percent AmAlc 7. 09asurn 13rywarM 3 Ingo OFT. sr.tem coverage Roeuker...mr. a 15 I 13 • let Emma P twoC417aVoraw „, ..„, HS. 3000 p.ri, loo oerc,nk.Pm.. SPACING OF CROSS Elill N MTN APR 2 7 1999 BUILDING DIVISION c4OREALA MAR U B 199 ; FERMI' CENTER •'' G . ARCH Ott "PU P EN.GINE PLANNING • . • Ism! 55-0 Hk1.1. AVENUE SUME.400 TUSTIN, CW!..1FDRHIA 92750 VOICE ' FAX 7 . , "• =1.1111111.11111..... •00,1E1if NOM Zeread IN ei rpm.. NW.9100...Neut tn. MAIM& 1SW • ROOM Sall DECHniEN 9 SW FiAlp.,..,4 IMM111111■111=11111 Revatom Altoona W. DATE NSW. A\ 2/4/0 RAI CHM 0OI5S55105 PgormswoNAL Wad marl 4 Kl3a4 rgt, mAgnNey GENERAL A. 1Tle Ind.. the W.. F IcI film.. under this Section : masvrn%-r, „,„,ALso n2 masonry Openln A. General: Subralt product data materiel c.lEcales atoned by manufacturer ond contraalor certIfyIng that ea. Mate, Cornallee with repulrements for each B. Certificates for .re-Rat. Masonry Units - A513.1 Ellg. C. Test Certificate. ttpe of Masonry .11 sp.10. - A521.1 C140 " ea n ortZ gritnncluelIng Cement, Itme, sand. and any . coloring admixture. . Well, ASSURANCE I r.7:=0s ' Z d lIt ' 000 C 25100010t AP e:2:11■ C LIfled B. Pr mortar .1 cement. materials a. ardi 0 ""0 only require the addition of Inner at Me jobsIte. C. 1.I.or MN Design: 1. Independent teetIng laboratory test tea= Osten mortar mIxes for It.pe g =gre " IWUnrer ' s e rOglit n t l' with • REFERENCES r r"'"' '" rc r tior du ot741Tellincotlors F efeaTert=re .dstruoti.. a. aan - InternatIonol Ala.nry AO COunott R.ommend. Practices and Gulde Specifications fcr Hot . tt:r - - PART 2 - PRODUCTS CONCRETE klASt3NRY UNITS . P c ' ontrVEA:F e ct e afett e ge ' a * cilatudng. and gO :rde puare-edgr I or outside corner. B. Sze: Comply with ASTM speak... for concrete maw, unite. Nom., fop. dknenstone 12 s 16 . C. E... Rees (Ext.. 2aeOnry3, Manufacturer, smooth foes texture. unless MORTAR AND GROUT MATERfALS - A Beets P.Iond .ment-Ilme role complpng eete ems C270 Type S I. Color. Standard Gray p 0,000 161 for unit Mae., Comply with ASTA C 476. mORTAR BEDDING AND JCXXI1ND uee ore. et 000.0300100 (10. es ewes.) at um at she.. r c embeddet? plat.. ffr,Prnetned.,b7311rirthr:=0.1 2.7 2. SI Mitt S , 111 3 Inchtt... Maximum: t.en 3. Iio:regrou gr.. .3200. 0... than 2 Inctles 0. , rpm) In horlsohlal . C. Uee coat. grout In scut Tre 2 Inch. (SO mot) or In least ItorIzOntal dIrn ton. . Ald ,1,; 0020 04.0530 - 7:74Fit 30INTREI0FORCEME02 'lr't:r4sFiltr,ro:EFret ,0001#3t 100 • 334 30*3 40y0,0S 00 00000,0 00 0510 0063-62. 6.11.crIptIonr,14Sedeolri unit'. prefabricated telth r defeeree was roe. (e gauge, and pl. ore. ' t ,::; 411 , 1 ( 1;p:fl n Vle■: 6r•1002.00 earner PrO 3. :r2 Are P2000011134 ono. ;7: ; CON3E0100 MASONRY TO tgl=dir ttettliterframework. . ,, '' 'Alt ;1",,,,F,,,,,IV:.'1`42,;■.Z1t a, As1., A ,..,, CION Q Of dipmelar .. ' rtt,'A.4. ..."?""E'' V= 0300 .,, 0 itl ',...: A. :Cro and to Into . .114, . e, ?I' 400,2930033 3 ,;' , attin.... ' ' ,,rorte-BuNdleno Rubber ,.• '..' ,.nd. ,,. ASTM 0 2000. • ' ,, ,,,,,,,. 0 t . --22 . ' ... Asphalt-WU...2T. 3eVn ,,,,t e4A S e : ASV 0 226,1..1 ("*. ' : p1 Z147 .. . ,..,,,,,, ye, ,U,-.nelt:t.. 0. er 3/6 In. outside . . 0 .02 „20 Noss Round Pla 1 18 .....t.r , ....,,,wm. 4.^..."-- "2 r. ?.‘3,111)1111' by *0410 IBIran Not..., .':'44' 3."'"tr JCt Se ilS039S, Deo I. , 4;e■-7111.i.:' ' reLe,er'or to ItIth L, ,,, ,, , . .2..2.. prilnegbrOr42P. . ''''" ' 003 000,310 9 0, 00 Wrn . 4%:■; • r"-#1041r4liSts"Nrid;' EMBEDDED FLASHING MATERIALS ' 0 11'z ° 7147 90 :8; 7Usrlib00 ApplIcation, Use Mere M.Ing ruty conceal. In eso presses: Of type recommenaeo by C. Avollabre Products: SubJect to orrix= ir,,V= to. 47 trO ' C ' ITI,c A t , er 'r e c t=p:r c ,.. Ono., Buikeng MASONRY CLE.PRS sure Neon. No 600 detagent bY u.. m unas and souse sets crooned MASONRY BLOCK ENSULAT. T'n 'n*rn-"-"" 'e 7eretif t 370 . 2 V1417:tIrZ:tta7t:I flame 5„ood. Smoke ...loped ond fuel contrbuted of 25. 70 and 0 3 0200=1.40.: R of 437/in. ...re 31 75 degrees f mean temperature. per AST. i77 Denety. 0.8 lb/. ft 0.e0011 'n O= ' r r I """ "° °'" PART 3 - EXECUTOR DELIVERY. STORAGE AND HARM. = matadors la protect in undamaged e. nnd nt=lnr,,t,47 causes. If units become west. do not place untll umts are in an atr-drIed PROECT CONOITONS A. Stain Prevention, Prevent grout. mortar.. and eon f n e nte e d74 r a n n e ; " e'need grout, martor a. sot Mot come in contact wilt. so. mason', LAYING MASONRY WALLS O • • • D. Ndlow Loctd,43earing Concrete Masonry Units: ARTA C =V t?!=.7 cr4.= SO. Grade N. Ttpe 1. and ee cornreetea r eten t r r e ' .=rrelogrts rofOr=4:et and • selsmIc The 0. 0000ele90I910233442 SSW CS5 end Olt Stews =IZ cI 0* 10090000 - tItgIFIValetttrttnallelggr ond for ...once to roots tr,r2,1;;;g1 "--° 0330' oni TO4rIe unit bea eon:Ft:cod 1. 12th full mortar coverage on horizontal and vertical face l ed ca7Zo 'n ol n Prer ' Z ' n oli:r:■; ' , n ti c d n ri e a e stOv ' s, " 2The,r n e d adjacent 00 0.03 or cavities to be RI. Oh grout. at r,gr ==,!,:,;°: under =':,,g":,,gtzgrZtVlo V orgIrPlclorDo nbt slueb Joint TodIng, Tool all e;perlect .101. slightly OVICave CU grooved OM.) .14. other.. Indicated. 1. Mi. Joint., Joint. In mosonry to r.elve M. wor2 of trade. other Men painting shall be struck flu. 0. 2FelTr':00000000011003.":/nI100000 0030 . dIdd rnde Fli"2 °L'Ve"; 71= "' .02, 000,. 00135! 1 4/: eland reinfarcemen a rn um n m of 2 -0 beyond 1 1 I nnd ne'ne be Y abOve the 00090100/6000 00005 60062000353010 03006. ■:=%:1:1 .ter In the wall, and .ere Indlooted. ; ItIt= no. 24 Inch. o.o. REPAIRING, PCINIING. AND CLEANING l e t n PW:. :ler, ' oral ' e if unlls do not match adylnIn . unNs. «,r,121: °.;; rZlaC 02, ir;:gTIF 00 A 10 ° PoBtLAND 30 11001 . PI 007FR 15213001 PART I - GENERAL :dts pgtd;.,"t;,217,=r4f.t7d,d;,td.d.,. 0E1E1i: e;21,7:1::`00 030 " 13331103 000,,,:. 000,0 0. p32003.1000000001000 „„.„. :FEE ::=00t::, A Portlona ASTM C-. Type I or II. B. Hydrated Lime: ASTA 0-207, Type 5. g PROWg X 100 3. Pant. No. 60-90 20 PossIng No 3Moteve 3,70 t 2:114 1 0003302 0.050' 0000 ('.002 03200*0000 Water shall be Rotate. 0 " 6 rng ""'""e Ht0rblorP tpe a e"'ng. he"' " muel engage ‘ stlpe ' rt r r e non e n e cZ than 6 o.c. sorra.. p.m. ""'"" 001 2 000000*00.4100.20010.00 4,ll00000 .30.3262 bO,.i500 03053003 Sy0S000.,003. ' t ' rOrref:es:r e' l r c: a tIllerr n erCon D s7:= ' t 11■ Pro. RetemPerIng w non t MN Went Pet monufacturer's „Int. kodnvotians N 'tendtitt■nItthorrn'tnnrZr'Ircr .032000. r. QT:,;■17. t'l.F.°0411,1"Z711:,%., :r12;',1 011 "-"" 33033 39 53 " ° '"'" ' 8 "P"‘"' " 0031201.3,100000.**.010.40000.,10433101 001010. '2 000 0!. 0,0,0, 53000.000 331,0.00. 0I.0.2230011.1000000302 .rn 09 20 ject oir lath with .flIclent 0065.016 50 Z nlio 302 r 0000100. thl 0003. 7224; 000 'r Cure with wolor for mInfrnum of 72 hours. er■N "t e.'" hnure "ter " gain un7form Ap7 ti=1 Bring entrloce to a true, even surface by nootS9 roddIng ond I4INLro In n. coat. .re sdth water for iieS Fir to an ....ale NIclon. Of 3/8'. Bring Burrow to o onie 32. Apply Ad. boat not sooner than 7 days otter the OPPII.N. . rlM: ftl tep ,On:1 e t1T r 4tO n l V ex' es Ve r t ■g■t n :o "n tge tren era 0141011000100033,00.d ,000. oppIld verify with .2,11 0.00 711;8. :n n ' red Z■1:r of Z tel e IVA. b "'“"t m,d;dddzrozrog,d.t= " IZI P et:O r in ' g ' qr:117c:Z r :hg r O * 41n as soon as stucco has hardened ...Hy so as not to be Injured. Apply water In a flne fog spray. Avoid sooki, the wall. Appty only as much water as can be readlly absorbed. Protect 34. Stucco contok.g cracks, blisters, pits or diecolovatIon w01 not be ...We. Remove such stuccoond replace with stucco fn=7e1:e=e Pernft:dV; E O ;1:n4=70:Inter= D98-03(.93 VP APR 911999 BUILDING DIVISION P000062 8199.8 8 1999 • EsAmircENTEA dittESOMOTAROW Al214•17,E RE E N 6 P LA A1',N (EEG 0800090004111 ruStiN, CAlliORNI,93780 VOICE 702(230.0500 FAS 210/2394489 COMXIONT110,3 =1411=r1 OUP rtrrIt " " "e ' rg: prletIO r 1111.MMEMINIMINIII musty* ***mono OAS OESCRIEBBI 8 REST PLAI±L ...acmciur0_2_ 11E0r. 17ESUBITAL .121 0 8 , 0 *P 10 .0er. - 2.42 BESCROTON; • .4O 2/8/99 RAN 010 30900011000 ,,, roesickle**(10,‘ ' 7.°41T7 •-• ' ' • a • 3/ GA. FRAME •' td AZTEC. 5101575 , METAt MESH BAUM 1,70 MATCH EAST . ETAIL — GATE JAMB SCALE. 1 1/2 • I ELEVATION — DOUBLE LEAF — METAL SERVICE GATE SCALE 3/4 H FACE Of TS. POST AT C MU WALL ' gj;< ' 417Tg A ZMAL PiCKETS S PACES) <PT VUIES FOR ATTACHmENT ra 2 NEETTVU R CT T DWOS Ta ffi I 7-4W IV OUTSIDE EN Ark 4 0117 1 07 CANE Bp H E TLISTO T PgSITION BCST& NC SCALE 3/4 GATE JAMB SCALE: 1-1/2- - ETAIL NS-D3C93 • LARGE EQUIPMENT B CM U BLOCKS 105 STRAIT ow0,) (SAC OCELOT WAS I CANE BOLTS CPA gl SIC. TUBE 1/4 x NEST PLATE F. WITH PAD ElE nUTD EDGES. GATE AND FENCE NOTES: I. GATE aDvAnoN is VIEWED FROM INSIDE ALL "Tos41,Trctgr 5. N. 1/2;14=11NYBEINEEZ„GATE . AND SUPPORTING FRA.S. L'A' IN FENCE SYSTEM EX F00000 1/2" ANYWHERE SHALL.. For MW OMER/ARCH .Immo. ITECT N. FENCE FABRICATOR/INSTALLER MU ST cooRMAATE Au. "NsTcc'500ig1 PR ADXSTMENTSL„ ' FOR HARDWARE TO OPERATE PRCPER 7. USEZSTEEL TUBE FRI/ Au. GATE B. GATE DETAILEar rah DO SCH SHEET TA3.0 FOVAR GROUPS AND ADDITION. NOTE 1,7CH IM DIE .ELL, roN SI.10um OPERATION 10. NOT USED PILASTER DETAIL SCALE: 3/4-t—O r LARGE EQUIPMENT ) ARISE FOIJIPMFNT DETAIL—STORAGE WALLS SCAlE 3/0.1 GREENBERG FA POW ARCHITECTURE ENGINEERING PLANNING HILL AVcNUe• '"'" 0 71TE ro s .O . R.^ L4 P, 0 "S." ' tA T 714/259,0500 ' 7:74 4% eF ° 2 0 T AMA DECK liESUBlarT 99 • a • Homk DI ,! 74E STRUCTURAL ARMS ROLLEgtM MN /LIOCU RIXEEORR ISMS •11IIIIII111M1II VESOBUIE VESDBUIE • P •.. SPEAKERS ELECTRIGL S 9LUNBINO;. , DEPAB1SE6 . A an erode,,. 'm e ms ^ L�6 , - , � ;, .... .... .... ..•• PUMICE CENTER 1.359 INN 901 S ASS FOR /0'YAA9M 14F lLIB I ARTS A -5t75.7. hIi 111111 NI X1.1 1.1 ® . I.I�Jf . B.I_ . 111 -111 ° , CUAgIER PICK -UP m ` `e4 RLA HPA= 921 SF PATIO SHOP RIOEROIS READY tU TO RUN P - STORE; 4705 R15 -` .TUKWILA, WAI��^I. - V ".l I JOD NAIL ACSW/ SHEET MATU PI2N SHEETS„ 1 by �I SLIDER SCALE 1 /IB'•I AN OM PLANT TABLE MINN MINN MI MEM= MN =HIM= D1 PIANT TABLE - MI MR MN MN MINN NM MN MNMIIly a cos,. ROLLOORU RAILS IF&13:1fA' &.. S701 ELL (D am,: 1ex& « m �nrnu NN ROLLTO OTRUCTORAA AIRS SON IU ours ate, T'," Alta id n. (2 (2 ( - 5 (7) (8 - - (1l l 12 (13 I HOME DEPOT U.SA, LOCATION XXX XXX CITY OF TURWIIA pp p00000 7 OUIIIOOR PANT TABLE APR 2 7 1999 RECEIVED CITYOPTLITWILA e T7iHL, Y L ITT" MAR D 8 1999 F ERIAITCENTER (DEPOT DON BOARDS ARE 7/16' OSB WAFFER BOARD IN DESIGN AREAS. DEPOT DON BOARDS MAY BE MEIAMIN' 1 Iq �i g d•YdtIon and BIL(Geo BDgO w,pg'. ran tire.) pg'� #ale rig RR R ch Tin¢ ryetAR1A, #Hopi }yOpr,Agpr 409044 ° g FINISH - SURFACE m 00 / � p4 0 24" oc DOWELS o ,. s{,oPE I� 0 41 111A Y OA 41 9 (GA SFCTIC Iss $1.0 ..SCALE 3/4 tip' -0' COMP gg FILL . 3 -p5 COINS Top • 3 -14 Cow, 814 3 -yy CON1 804 /FTC, EU Y C TED III. 101 5% axe /t0 1- #6.49 AS 44155 EXt Wpb ° ' TI IF ''CC SEE $/51.0 B 0MU WALL ORI I REIN44 SIMPSON 'LU' 0 ES. OP (2) -3.6, SOP NEW 306 ALSO W/ 3 -160 NAILS 0 EA. END 1/ W/ (8)x,' -0to OR - NAILS ,/12 WOOD SCREWS TINS :;SI ti S CTION S CALE: 3 /4 " =i' -O � I' -N" TI a 71/St 1550 BM. SEE 6 / 51.0 EXIST. PLYWO SHTC EXIST. SUBPURLIN 1, 5 CAP IR 6" HIGH CMU CAP SEE ARCH. POR size 4, imp SEE 2/01:0 ?--- INSIDE FACE OF PILASTER PILASTER 44 FIG. TAP, (AN. SCALE !(reel =0 s Sxsx COL RADE Tap O LINE 'H' NORTH PART FOUNDATION OUNDATION PLAN (EXISTING) SCALE: 1/16 "=1' 0" 5 • O l SCALE: 1 )/2 " =1' -0" SLOES, TIP g � TO 5x5x 8M V W/ ARCH L 3 x31 %00' -3 10, BASE IZ,o5 /axe -a END OF TS BM W/ 1 - %'e HI TI HIT H7150 ADHESIVE ANCHORS (3 EMBED) ce.0, W 51413)- �1 Oe /- B -NS CMU PI VER LAST T . ER AS SHOWN Alt I�iIN GROUT ALL CELLS &VOIDS OOO 3 CLOSED TIES 0 8" O.C. � e S� rcolo dgeow ♦er4 1 bl a�rl �d1 C-11 =i ?fAA 405 :.1' CMU WALL REINF ALL -REI 1'"#4 OW OW 748 LAB REINE, 2 B "CMU WAG, SEE 9/01.0 #3 SCONED'TIES 0'8 0.0. 41'1'9 4e 1'9 GROUTED CNU PILASTER 8 -A5 VERT. AS SHOWN i3 SECTION 91:0 SCA�EI J /4 • CMU ALL SEE 9 /SI.0 MU WALL REINF EjtAN1 SEE ARCH, TIP WEND 2 - #4 - Ropy 061NF. ,` -o" (MIN) INTO PILASTER, 1Y17 QItiEND (MIN), I 2+ AI SW N L 4 NTO HO , , RTny. T7P t EIN; TYP SEALANT SEE ARCH, 1YP CMU WAL REINF ( E) 3x6 O 48" O.0 SUBPURLINS PLAN PARTIAL ROOF FRAMING 3 )PLAN XISTI :) SCALE: 1 /,6" =1 -0" 11»11 /Y SI a i W3 040,0E411# 0 S 0. SEauWY SEE 174 - Cloy WA,5L REALE " • 3-#7 VERT; 900 0 / /4 "di >Jet NORTH 5,5x / (C) 00510 WW LL TOOL RENTAL ENCLOSURE II (N) IN 51$x E%1END 2 -#4 HORIZ REINE, 4 INTO PILASTER rep (E) T5 COL §XSIAsLTO D.DO1 ^,LF= I. G eneral: Tne wing - le o an _rawings n adaitirr to 'Me B The cb a e Stru.: spat C m Build rig Coae 1904 Ed�t� , Contractor sholl ase rooter.. ond employ construct, ods -ram to comply with .e drawings ond The lg, r `i es -- Engineers�e e hop Dawi does not relieve dem r e t Contract, from meet. Contract Documents The Contractor shall inform the Engin e. St it Meehan., Are Sprinkler. o. o eau his me the S a0 Drawings . coasmrchon ge an ors a. Proce oegrc . to resist er, the s s State s s 9 9 e osz r mart. _ gra y, rid, wend _p se.smc henna oudz c et `s- ono conditions. fouodahons noted, Design OrawAgs sip' not oe reproduced for use as for review Shop Drawings L All req Teat sting r ports shell be ova.. of to site 2, De Wade: Sei BO P N., Exposure B smic zone 3 3. Shallow FouMaWans am ( Bulldog Pod: A. DeSIgri ° SO Bearing Pre 3000 wind ear s ..tn 13 ,, be grade rler m total danon 22s 2 F sI nt .r nnd depth /4' upgrade modulus 500 ref Frost n st p tration 8" Iscos adjacent finished grade. N design D verified qualified `eotech „col Ennginee the responsibility of the Cont ore o Yne site st,all De u n occomonce with Cryi Dact rew! Ile a Engineers I ae, ed lo noes and o ° von aka aced d Dec De ` 2 992. T , c Fee 2 mmen 1 nons shall x govern C W n u n d e a Pisa with Where p q T d aGeevcv Engineer 0 l d gee it p Itl by a qualified rt E 911 r to verity the desg order. ore re art adverse conditions (Geata chn ca t Engineer to be hired ° pad Oy Home J E. F r elevations ea re or purpose of contract o le be (leEngineer d) f f at time of f e expo aton to m eet so ondi adjusted Ions. d Engineer snood be consulted. G. B agte trans . hat de g rad evenly against pot, ides 1 the wales until the Is e G. S denotes step looting, see typical cOl s d 4. Concrete: cr noted. resin step detail A. M conforming A0 Concrete si shoe 5lAI O ,9 M1 g t , .53 AST 'J B. C r re shoe conform U B tl' Cole U notes on< to moll be normal do 3000 0 si 028 Concrete f shown f Ieng r ebb -an grade shown dressings h 1 b wave. 4000 psi y maximum t ratio 0.4 1 0 45. L. exposed tl 1 smother T shall 6 air-entrained • rd C 318-89 T bl 4 .1. Normal slobs s be 52011 nave ve ar cdnl< n accordance with AC 302 r 1 P. ° Table 5.2 ]a 0 Slump shall 0 to o f regular rnx. Larger sump with E. fir 3 elillo we hp between re g l tl t g9regote sae to atnlmum amount Al t. t. lob gradate. per ay of roll) Shan be s l0 520, 3/ 540, 1/2” 590 3/8' - 6 Aggregate r s h t d 1% lab thickness F Do opt eed fi lo' t G Concrete g fo M Au 308: Curing process ev °� ° g dompo mean ran lio wog rtal set. corny sno be H. HM weather concreting. Comply with AW 305. N concrete Wove 90 degrees Ohrenhllt hall be poured. Lower ab concrete u temperature by cooling water and aggregate. Forms, 00181 and subB o0e shop be sprinkled. with cob enter Alter finishing 1. Cold weothCI concreting. ` C o m Inn! th ACl OAR.°OSpeclal used. mate. 4 procedures WIWI be provided during Mooing and J Curing nal glOE Dld w e n s 9. F'n9 p L dtsres e o n e guide r e the C t l n eiblley to 15 ent concrete damage o crocks. Damaged p or crocked concrete shall not be acce NI11nPOp N pted A. R I 0 t conform to ASIA A -615 g m rade 50 (UN.) a q E 0 i 13 850 smaller bore 1A n P ae diaeter B Welded t b shall nform to AVM A -185 ran. lap shah C. R f rcing that Itl shot he wadable type. ASPS A-706 g 1 A e Steb ;00natru10inn she comply t ACI- 302.1R -89 Coss 5 Moor 8 P . O . denotes °1 concrete Door t ) it U noted, floor hall b 16 0 erasing U t g Joints f.1 interior spacing T et of trio b shall D slob thickness h 83 The ratio I Ibp d 10 hl t d 51 5 cut slab (/8 d b 151 k /4) 8 soon the surface is I enough that t I b damaged by the b1 d. The o ptimum U h b i b In Contractor's po MbIRy Generally d h d4 this i ill hl 4. 123 h slab poured. Ibis U be I h d4 h conditions Slob with shrinkage ek 111 t loop C. Slab repta , h b pl f H 'Depot t C t t rn &Pr C W possible. place construction Joints of I lines UooiWolI spacing Al construction j l 56 D Slabs at c epe 9 t is d penetrations .611 be ehires. tl i 2-#4 W-0" 11 long) S 1081,00n box zinc to prevent Water p t t b during construction Al ve it E Pipes, act '1 t b placed s bs unless approved by Ili Engineer. (PI b Nob) F S Architecture/ b q for sidewalks, t abs, intenor slabs, sloessions. and G concrete ' pl ed directly over Vapor barrier s must be 0055 5. V ee eS teal al ,01801ks and slobs-en-grade not specified on he Sirvcturoi Drawings shall be p ° placed mpcted e. Min um sob thcknees bat be of 4'. Reinforcing be 55 welded wire robs, VASE 1508-42.9X O 01 x8 -W29X 429 placed at 2' below top Al Nab. I. 5100-on-grade r01ng shall be supported on busters with flat 4 item Ira 0 sly pH pouring b 0 altted Ego{ Mrc Engineer (t be paid by H the h 1 Sect to pod a d provide Odliloatit lg0PO that th d meet, In props, design q 1 II weather pitons change, m rtT al I1 w ill p required. N F t11lon 3 11 . of pb elinde tr�gs. o comply with ACI 302.1R -89, 5 sn 7 Col o A. Cfm t AISC Manua of Steel Construction, Ninth Edition 0. Materiel,' AST11 A36 F7436 K51 In general. A T A 0 G d F 6 1 f t u 1 re tubin . STM A553 lop S D S. 0rgd B F1 1 pipes,. 9 ASIA A325 TYD 1 for high strength #0118. AVM' 4307 Goode PO for Ho belts. ASTM A105 et 0.W 0 51,1 f h 8 tuds The °onRSSW t any pOWa 1 15,8 trade pot tl died on l# dfgr5Tg II h be 8059510 try to relirMAOtb $t fiord M .01094. Mi by a d'. et we P 801610 Aft 444 p5Eb5 h Ii b melded high, lm gin batte Field 9 05643 h)) b rf1gb strength bolted M ,sible. U le *Wed 3 /A' d FM ASIN A 325N 6 gee D 5l ( steel shall 08 SARA COOS Of n b,b E G t e ndpsr Do pl otY fine„ be $1k t{ yy 212p et ,rid ,1°.„710 Alin eb h arN cgncroEe G fps T WI 44050Ye ( AlOsINMS- 9 lb to0r'lv%01d MN bS nSpttgn0s 6 1146 welainq tx nos voturo• steer one re r, g s S e wngsd�este0 ling agen be po -.se ,Depot eyposed weld. c- su,ect 4./c 01 'he ',tremor slloo Submit 9. COW Formed M ete From inq (Meeol Snide 3110 Jo101,): gnat r income., At, e Me. Stud Atonufachire - os os CDC- E g shall have 0 Spec 50,000 of gamer,. Ora] 20 gaze muds o. r ms.. trocA nma, e- 1 33,N00 °T " ,rode < 5th a ` accessories e" ea g ee g e G,arremens ° ` As '8 4525 requirements 4.3 i.LI A570. Made ° a n minimu yield or 55,000 psi paint. Ail 10 and 20 y s Joists Nock. b m 2 c 1s shall be closures ond 3 Gmae th y e f rtrO i. ,i s pa nma tit me 1119 ine uiemen printed of e- P -6i6C. p t s E onless no o pins shall be non-corrosive 0 -18 (O 125'1 of larrgor. screws n us e r ainress steel a copper N a 2 1 , otee. all t Pine for studs (14 gouge gam, gau a ent o to plywood hall a 0.' in diameter steel by Erica T k ne, loc. 0080 4144). oniess nat., Tool n a death o scads o d equal or en gage °3 tM1 , st ud t Tracks shall ser,,,ected to supports a 16" Sales o joists shail be connected to racks at d The quantity joists d aced or c for opening l e5ea Po e 0 o cn a opening . ▪ Bridging ll for t d b ` r n g err( studs shall be oe follows, solid °bndgrng Y end b spo“s and one space at ssc J . Number o ben o) s e for /' 4', tw • 4 to 20', and !ores for 20' to o 26' on 10. Pl yW8Od Wall Sheathing: /2" APR plywood rated heothing 32/16, C -D, Exterior. B Minimum s o connection shall be Od n x' t o woad and 0.14 diameter S a ° a °p ins Neel my Erica Tool Fasteners. In e CBO 41 Unless n ess cing of connection C. Sold blocking iv ° equ! <tl at each pane l A /8' flop r�lblp• -p Ced between panels. II. A. 0 farm l Natono Dee 9 Specifications for Wood Cons(rLoCos pub/Wheal by the Nations Forest Products B . ; ° neted use Douglas Fir - Lerch 196 max. O C A S a axe Subpun'c pot. ec blocking Na.2 Studs Stud Grade Joist, H M n o Bade C. Any d In contact h concrete, enry, or $011, shal be e trebled I t q 0' a e r2d be D p s shall velop th mart mur shed ti with manufactures q s 'netruclons to de E. T " quantity well studs eisploc or col for opening shell be placed adjacent 10 aria oltoche Me to 15m09, null f on n each s of opening. 1 . otil the - may n Con raptor nosing t remove work Aspection at Pre tur otif aa I will E. Contractor's re It in an additional inspection iv. ax see a fees p 1 an raptor. • Welder sh be certifier, y 0,00.0 (Woof50(on Assoc. of Building Official. TJO E E R J } PLAN EXIST SUBPURL I A k SHTC, PLO T /PURLIN �L (FIELD VERIFY) EDGE/TRACK LEG MST GL PURIM SOO g" ICI GYP BD. TYR U.N. .C.B.J. ERN 4923 SOLID BIAS, COAT. 9 32' O.C. T /CMU WAL EL =12' -0 TOOL hENT r. BI 00119 anal! 0 5,151100 • Old ':11‘=".g'07.10101 O wee c paa Dinyy 1 85 common nail G. Un nne noted, ll nu shall be tll Where schedv tlons connections are 1 n en n c toe da nocomae^ noon heate c eas hal b' e l M al t a at non ` n a r- 2 toned/ H F wood r to wood I o spacing of the nos shall not be less to the the least woad member t Edge d t nce5 I be minimum /2 the nail sooting. ng I. T 11 a driven at an angle of 30 degrees to the p d b toned at I/O the net length from the end of the PleCa J. All b 11 D ASTM A307 furnaheo with standard nut and M 12, MOHnq SyAtO+r A U I tea a i le enaq be carbon steel Hill, K k Bolts (HAS) ICBD Report No 4827 Unless nets - E b d t (E) ( t 1 Br thr0ode )) be 4" - c¢ follows. diameter 1/4" - t ' / 2 , 5 /8T di 1 . 3 /om doete- 4 5/ and 3 I [H tl pth (HO) (E) (Diameter)]. unless noted, all h , rY shot n be 41111 H l C-100 (HHD 0O) outlined n 8 9 11 the p L Hl 0 -100 (HHC -100) Th d 5 Rod Anchoring System (IC(10E10 Report No 4419) Unless tetl embedment 55011 f 3/8 diameter 31/2', /2 diameter 4.-1/4 5/8 'd l d 5 1/4 t0 - 8-5/8', 7/8 diameter 8 5/e' 1 diameter 841/4". C. Where called out the drawings, s, Hill Ht C -100 (HHC 1 00) tabor Anchoring System (,1150 Report N 4419) U led embedment h ,I b f lMws' #3 3-1/2 14 I/4', #5 2 D. i d 1 p 9 ( 111 b { rid by the t pproved H li ICB° BO ROport A order RI 5 to develop Uniese i t rusted, k a n h d dg distance (ED) shall be as published b y the p maximum st w approve Ze d H Itl 80 Report In order to E. Masonry walls • h Mel b0 0 kd pd to q d Provide dg al t (hot l required Co develop lh x working bad published . by O, Inc- IC R prt F, A,i h sh he stall d es per Manufacturer'. el 1 y d t develop the p bih d g foods, Sp by 2 Tes Agency Is required for HHG-100 ecial an C. M1 to p strength q al t time of tNl 5. 1 any n 2110 2500 p1 H. MI ghoul fill 44 compressive strength equlred at G I tal.Uo 1 y chore shall b 1500 - ps1 13. Bpwa01 I 159654 t 03R A. I Special In*pect (5) shall b t T a d paid by We Home DD t SEALANT SEE ARCH, TYP 2 SPECIE. INSPECTIONE try G WITH UBC IO 170 IS REQUIRES 8" AMU WALL SEE 9/51,0: F CON CTE WELDING SS HIGH aSIR EN , GTX pe5d 3. rreg to ed by a shall 0 Ili required a asp 1, i d the h A h1 4. The duties of the Sp inspector h H rlfld but t time 5 t b f dtTen i uctb ;twiny l testing, all nta with tM 1 Db m O n td, PO 1 9 Code :.g i nee, (UDC section 1701) a id loop] Betiding lOPONm Con( q N nt pAnsIbilhy t provide p per 455508105 to the Spe°Ial 050 WALL 505 -. 15, 900)5 hd M tl th the CO ton only aft, the Special WO:4040's Er 0 -s4 il.er4p W2 B.%$p 1 td Pecs ehbl le{pp d pe Of dl ec1i44e #' �d 0044109 in Pepp,gl 0 3 10110 INTO PES 0'. P) TflRe lI r`f ra Hlll Il ul f i All.d rt 1 1 oodl ft f 1 d l0: in 55 I51ed 1I11 p by b gygh! Lo th im di lb (103403 Oaf AM 4"odgrar t oE3 r4p hC se,ehcll g iM 11ieC po11oIN MI teal, !ne n 4 hall tie bma4 t Uu aq�pan m tH P d f e ° rya ai.rea fgn rp agl(endl 1 oral A• Rn i 399th or Ineli 0pR dog 9!111 Sa mnl 1oa. 2 of an m t p iql IMpeeg e a °4 OMton of �M d tip 4pan n'tT�( ry0 44 ltgil pa bra lt 10 4 t ll1 !p 24)1 I l l E rtlR d W 3 E pOVrty. xH 115t5 9 b bmttl44 R 1 d, iy 1 Mp mpM Jo{((rip/ a t(la 'wlee1 ecllolW- 4 ryq l ed r r b ! 0t lir{1 Es00 4f 9 2b, d# b d r 5 1 181114 r1 nt V Nf✓e h I¢, -. Der P p p rts e lips r Ipb on 4,'90 i gfarolll� 9qa uWge a proWr: Pp 7 CMU CAP EL =12 - 8`x4 - WEEP HOLE S e' ARCH. SEE EI NOME DEPOT STORE \ � SI1A PLAN_ \ � SCALE: N.0.5. 13 NORTH NEW 405 SLAG W/ 010010N 'U' NNGR 0 EA. END FOR 000'1 SHEATHING REQUARCH IREMENDOGTS S AT ROOF SEE ,KIST. SUBPURLIN 21B BLKG W/ 2 -I8d NNLS O 16" O.C. "METAL - LRE" SLP -TRK W/ 2 /" DEEP LEG x 1800. use O1 /2 face 115 gouge 5 p of remaining spaces NOTE 3. W p' fl'-0" g h I bridging al and STUD 4 SHEATHING ATTACHMENT height. T ROOF SHALL PERMIT A VERPCAL Walls B height 0' ecn9 110VEMENI OF 04" B st shell he QS follows: s 9� solid ceiling at two joist paces and one space of 1 -o" pc. maximum. 2 Use 2' wide X 16 gauge strap of remaining spaces alt top and bolt �,.ii %" CYP BD, ttP U.N. T /PLVrOD SEC 0RCX DT20. TRACK TO. NOT ATTACH TO UPPER TRACK (200A STUD) O 6" O.C. '4" CDX PLYWD SHTC W/ ET &F 0144 PINS 06' O.0 (ICBD g 4144) C0N1 1800 TRACK W/2- 0.177'0 PINS O 32' OC MIN (1 %0'.. EMBED) 1. 0,6.0. d 1290 EXIST. ++II SLAB SE.TI ON SCALE. 3/4' =1' -0" e HIGH CMU CAP SEE ARCH. 2 -#4 CONT - #4 CONE 0 24" 0.0, #4 2 0 4 "0C V ER T. W / 0 44 OF WALL 8" CMU Elk WALL SOLID GROUTED 6' (MM:) CONC. SLAB- ON -CRAOE REINE. W/ 6x6 - 129,12.9 WIVE (FLAT 5 NTS.) r PLACED 2" BELOW TOP OF SLAB OVER COMPACTED SUBGRADE (MEDIUM BROOM FINISH) II .Sx COL, SEE 8 /51.0 T/ CMU PILASTER 5 1.00. FINISH) OVE EKIST. CMU PILASTER/. 004 i SOLID GROUTER AU. CELLS / 0010S W; $5 0 12 OC , ' PIP Lrorc N L CONIN OPENING PER ARCH PEP DETAIL I I 0 2/520 (EXIST NG REMAIN( PE NF w ' Su_ ON -GRACE / 05 0 1 2 " C t'. E N /NEW TOO, R ENCLOSURE, G) I (^ GL UPUN O 8 0' O. clIns IE "111TH Ira II I II I III II I 4 v _RENTAL TOOL LOSURE ] III II l ill l II ) A3ROEN8ERG YARROW ARCHITECTURE EN GIN : EERIN,G PLA -541`NG 13101 OED NIEL AVENUE SUITE 100 UBTIx CAkifO3N1A 31703 VOICE 7140105..0800 000 714/559.5400 lle preir eNtl�n es IRAWE196 ROOMNG ONE IESCRIP11OII 3/1/99 2ND PLAN CHECK 921111TAL 4I T/ EXIST CONC. WALL _ T/ TS EL= 32' -6" TS 6x6 -1 STRONG -/ BACK UNE OF SAWCUT /A WING ONLY $ THE EXIST CONC WALL JOINT 5 O NEW OPENING 6' -6" CLR. (VERIFY) LINE OF SAWCUT L3 3x f. CONT. (TOP & MOT.) C HLTI HR HY150' SYSTEM O. 24 0'4" EMBED) 0CB.0# 5183) TS TAB UNTEL 'VERIFY LOCATION OF TB UNTEL' -� -W /DOOR MANOFFOTJQER FOR O .H. DOOR REDO CLEARANCE (FIELD HORNY) — (N) OMN6,!N -21LL (E) 8 /� CAME BLAB ON ()BAD 2 (0:'04'4i: @ WWF, N' -F LL © WALL/ 12 F 'e O4 9PENIN SCALE: 1 "ni' EXIST CONC PANEL - EXIST TILT-OF WALL FANEI ;IRONS-BACK LINTEL (N ) EXIS1. CONE. FIN. FLR IN OPNG, REINFORCEMENT PRIOR TO SAWCUTTNG OR REMOVING EXISTING CONE WALL. NOTES; 1. PRIOR TO INSTALLING NATO SEALANT BALKER WOO AT THE INSIDE F ACE OF'PANEL ON4 T W.IjNLY). 2, GRIND (AT TH E ENDS T OF PANEL WHERE' RE0'0 TO INSERT THE WI' WEB AS SHOWN. 'V �1)' SEE A FALL), 11/5 TS FOP oES 000 L INFO L g 2j 9 bETA4 13 $$ 0 FOR 6GD e�R PE R SI OF Fl OPENIN to $IDES) I MBIBER ER S 'B*OBWSBIMBBINY.e (E). CRNSNEO IN- FTLI, � - MONO' SIgN T/ NEW OPEC. ith RP : • l s (NEW) WT6x32.5' W/ 0 HILTI HYTBO 3 EMBED) (B BOLTS ES. JOINT) # 0190) 0 SECTION 3/4".1.-o' 1 N E W AND Eklsrr S"A Jel T ' SDMLE 1 1 -%O TS HAD STRONG -BAC IS STRONG SAD EL TS (L' / "AO"AO - LC L3x3X.%,x1' 9 NEAR SIDE ONLY W/ (5) ± " HILT. HR HY150 (A %' EMBED) ES TYP. L. (I,C.B.O.I 5193) � S SCALE 3/4 L CTION SECTION 52.0 '' =S' o" $HOC Q44E: s i'_.o" TS 6x6: STRONG -BACK- 0 SALE SECTION SCALEI Ask Ai% 'r IOWA L NS SLAB 1S 6x6 STRONG -BACK T/4 - RENT PLATE CONT. FULL 10OTH OR HEIGHT OF OPN'G. ( 9,HRT' Y7 SO N BOLT 3) 0 C QGBd NO 5193) — S STRONG -BACK / 3 4 . o HLS ' HIT A$160 o 2 D.C. (3 / EMBED) ) (ICMO.A WINS) -EA SIDE OF TS -ONE SIDE ONLY 0 40/52.0 SECTION SCALE 3/4 " =1' -0 NOTE: INSTALL ANCHORS 0 HOLE LOCATIONS N BENT a INSTALL RODS & GRIND EIO FLUSH W/ CONC. INSTALL BENT 1 & PLUG FIELD. EXIST TILT -UP WALL PANEL ARON DRAWINGS, TYP TYP REINF JAMB OR HEAD AT SW OPNO IN EXIST WALL L S OAi_f: I 1 /2 "= 1'-,0' FE TS POST A FTC. AND Q. ?!d''SEAL WEFDI'. E =11 =:III 33:- —i1 Q. NEW TS I" CLR.'�'. TS 6x6 STRONG -RACK BASE a PER DETAIL 6/S2.0 W/ 2-%x"0 'EXPANSION ANCHORS 1111111111. - EXIST CONCRETE FINIS FLOOR. 0 I ���I -1 14 -I s -'\ SECTION 520 SCALE:1 T/2" =1' -0" CONC. IN -FI LL.:a CST. GONG WALL PANELLSILL - y. .. OUTSIDE FACE OF EXIST TILT -UP WAIL' PANEL e' HOLE D TS 6x6 STRONG -BACK Ri i5 O 55' O.0 IC - N5 DONE�S 12' O,C -S IFS AS O'D. H O . AND VERTICAL REINF TOX CLEAR EXIST 0 VERT PANEL REIN RE F. INSTALL US HILT -HR HY1SO R JAMBS, HOOD F SILL, 3) IMP. - . NOTED 1. CONSTRUCT FORM ON ONE SIDE OF OPENING C , FULL HEIGHT. 2 CONSTRUCT. FORM OPPOSITE SIDE TO ALLOW PLACINtl OF CONCRETE IN-FILL WITH ..113 ON. 3. CONSTRU F /RMS TO DUWUCATE EXISTING REVEALS (ARCHRECT TO VER1FY) A. USA CONCRETE STRENOTH OF 4000 pal. —&Q E 1X11 q'. -11 w/ Aj(011 R6 W/ HEAVY HQX NUT C ROT. ' O OB 8 ",{y�PFfpES N.PTPJEbYES - W / f{ & MASHER ABOHEA& ANN ' NUA BELOW SAE CP (i3- EMQEDMMNT S 6Tle. SAINtS 1/24 =i If STRONG -BACK & [ BASE PLATE - ^ BLOC LC I I /" SECTION . SCALE I 1/2 " =i' -0' R %.x1D - GREENRERG FARROW AR CH ITE CT'U VF E N GINGf R I; NG P L A N N L N 15101 ieu BAFF AVENUE SUITE 200 U ETA N, CA1100 IN1A. 52705 VOICE Y1 2E 9.0E 9d... FAX TR 45'19.54 E0 DIM *11, 0A1E '.6E100P 1. Generale Th r 11 ing notes ore applicable to a Growng an to the B. Applicable Structura Co9e Building Code 1994 Edition. C. The C o n t r a c t o r shall use materials one empa construction p methods t order Whe conflict the curs. the design data, etc. does not review of the t Contractor O from etng to • COntroct Documents. The Contractor shall in., the Engineer in writing y`s specific deviations d b Engineer's written approval the spec D The Structural Drawings shell be conjunction with Civil, t ctural M rho re Sprinkler, and Electrical Dawngs c The Contra s responsible for E' t 0 n all requirements into the Shop Draw ana construction. Th structure drawing, only n i its c m form. wn on these drawi The C 's structurally scum empoer y shore forms concrete, shall twood, ry , g earth, wind thermal, The Cot d hire during Structural # 4 constniction Eni era peclralle9 stored in the Stole o re area Py Washington to d _ F e the Contractor's shoring s bracing. applicable t t safety codes and regulations aureo c G Connections of all items supported by. the structure the responsibility disciplines wn 5 these attachments. T b g zt H W1=a Beta yoga deco, Is shown for simi.r conditions unless n ll I. The Contractor shall venfy all l axis g .men_mns. elevations o n d conditions J. Unless noted, eiexattons shown are to top of beam- or K. Unless noted, Design Shop Drahings of all f cored m for review Design Crowings shall not be reproduced for use os ShoDrawings L. NI. required beating reports sM1011 be available of the tob site. W 2: 40 ds.: lea 484nd We M,F.H., Exposure: 8. Seismic: c: Zone } 3, 5hollow Foundations and Building Pad: A. Design parameters . Design S 1 Bearing Pressure 3000 psf for dead ig live Mad with 1/3 r i d d Footing shoo be b dd depth of 18 Inches below lowest adjocent grade. Maximum total foundation tt t tj2 • and differential lH t L4 klinanum Nrygrode modulus a 0 k f Frost penetration 8 d finished grade design 9 pd it t e shall ty ( C qualified E t e rt ca 0 report conditions. verse n0 site shall be prepared 4 f b with Civil 0 gnaw ; T o t conservative • F d 1 40 d o e b tl Ted 2 992. Ilse t l recommendations :Nall 4 F tS tit q Plc donee w[F i s< M e 1 I q fed f excavation C Engineer, D .. All dbf q d lF s ep o t 4 1 Engineer a t (Geoechncal Engineer to be cram. the design 04.4 e aoid by Ho a b Depot) E F t l gg I do g e for purpose of c and shot! b d usied (lowered) of time o f e avodon e re meet F B OFfiil g En 'walls Deer should e be co e lfed, gait against sides of the until deF?graE evenly ea reoche0, st both 10, nleeee noted; cement shall be Type II conforming to ASTM C150 C9pc ,Tph ( t ,lo h B lie g Code AUnless note0 to shall be normal weight, 3009 pH O 28 days Concrete p t fqp I b 2B g d d y h th- th tl g e b 1 . 9 ht. 5 . 4009 ox 1 mt f 0. C Concrete to weather shall be t d. I t. 9D d ' Cl, with 318-S9 T k 4.1.1. I weight concrete 5, ytebp hol70.m content n ccordanc with ACI 302.10 -80 Table 2. :. my,dtall be 3 to 5" or nebular mx Larger slump mlt 0 il tt d q tl t Ilb hip D! lb a gge y1 f ) s m cement - slabs 20. / 1/ ; . In um pops Jolt wt: 1 520. 9 d 54 0, i/2 - 590. .3/8" 610 Reg 4i1; h II f n 1/4 slab lhk 0d m RPai CITY �kth AC 30 8 C In p e re UyIe IaP 8 7 II ng 1 1 1 t C using n II b b oy 9 degrees p concreting: Co/only sh 111 be poured. ur No Lower' t 5e D s(Oturb bY " i re M ter 0, d 4 9 9 t : Ro 1 el and Bb 08 0 l ight fog earoy u 9 composed C tie ure i.11thereOriergEngt ly With ACI 306. Spe4al mated I b pn,ceeuree sh all by p roVided donna p00ln ana ring ncrete below 40 d g Fahrenheit. rI hol le Ih tl 0 d ore 0 are ,a g g fqe only; t i th C 1 Ot 04 p M ty s to concrete O t nlPo 0 N D q tl rocked c ncrol anal r teat h II f A- 815, g 0 N , d Q /ede Ao f • H 0 1;041Z M1n. lap 40 4 60 (U ter ) t fabric shall conform to ASTM A -185, n lap shall b m g that is welded shall tie 50409. type. AVM A-706 12 totsgstOsclion shall comply . with ACI 30211 09 Close ficor. disholis ,00ncrete floor tr l joint, Unless t d • o f l Mr1) l ilr U I t a st d I 1 ) t 4P g b i feet i fr it b blab * 5123knfr9 1 1 abbe X O Th �ftY e (ab dOggl tl 111 h II al5X red 1 51 5 tit (1 /Be N I it {hi n a f e ri' a Odgh t Lh 1 ! eill net D d 01e d the DI Tree y U t0 tln Hob o o s rI 6 e t 01EI this be Contractor fry.' Ben rep M a 1 d. IR be A 2 hours the P poured. Ate Um s411 be melee In not pr dry weather conditions. OS r fe shrinkage croaks Hill t b accepted, pl ceement et 11 D or option of H Depot ot Contractor's t oMOra re pge0be, place carylruction Mats at column lines. - ' ' 0 SPe 9 1 del 11 pints l 56-08 t e p f D T 4l d 1 h I F a$,; p. g (3 n9 s e I 9) p do 11 b t is to wg4( pen t t de I b during at M pre al I 9 "barldtattlt 0011 t DI le; baba proved Or by the l Engineer. (PI l slab). I + 3 g 9 for 1d Pl tot bp. Os, Web pry b¢ b d D I : elevations. 0 rtroi not p( tl pe vapor b morel be dip 4 , d M k alb q o not p f d de on IOh thickness hell be placed 4 d R e refs clo shall be da d ro tonic SAVE bob- 2/9.9% W251 placed at 2' below top of 'r f rep be ah� el 9 supported on bolsters itn b, quellNed ; too l Eng E pouring Lto be rte ore stating. Home o that epot) 0 1 pact meets "albl b rfeq irs rid e.; If eyther conditions <Menge. 13 th �1ry 0 pp% at9Adn qa. qtl Il comply with ACT 3021R -89, . C Manual of Steel . t MI n, Ninth Eaton. FY ;38 kSl 1envoi. 8 PYsz48 K$I for 'for structural tubing. t FYr3P 051 riot piped, f hl n- ( g bh bbks A. I 1 a c H N b o b s. t . 0s ti9 pf th t gplusqe not I e t d IpR2g by t he F DR Skard ne L!P po lb fe �I ghpp t / n t t Ho ?ORJ: p n Ite d d tfl 1I1,i d, pgeeldlb ' IIRI pU 0040& f rVe11 hibtl 48',612 oq In'Adf a �r� {31 ' eorwlo' ' atl,e a. weld All ding 1 500 pa 28 days n o o of sloe enlacement. Society re s D car we Certification re 2. Reinforcing s ding z _ D'.4. f busters a not used. Reintmcmg s a 2 E footing (Seat n,Cal 5_ reinforcing 5 i des 9 certifications o s required Poor to pa n. ac semi conform to WS . . Helot . wings 3. F adng . penetrotion welds 0011 be inspected agen y to e De an tested high strength a pot n reinforcing. F welded c d ain> nd cnchoring systems. written procedure ono 3 04 nitwits Contractor n notify 0 t p f n Con r actor subject to ArChilebt the Architect h m ,a onlraMOr • e he ° t e pu yase act o at expense. O Cold Formed Metal Framing (Metal Studs di d Jo Premature E. lts) nttoctor. ton wt a pre es and fees as 0 by the A manufacturer's Association • Helder shall be certified hI ?_B 0• (Was gran Assoc. a! 00,4, A Officials) (11 LOBO O ER No. 4943 ;with revise. Se a therein D e Design c! Cod Permed _tee Ss p t cmrro dat r e ion goge. shalt he form. from steei that If M de 000 ' 0 0 p0psi gS gage All 3 XII q D Painted trom Ste, 0525 d coo na m_ehng e reau.reme to I. As a ASTM. A3701 _O . . s ode nh o �nim t of 50.000 ps,c 2. Ali e 18 cod d closures gaga ds rura shall e 0 forme no+ feel esponds t menu of A.S_T_M.A6 Grade Gew of 32,000 requirements 3. t contest m material a. accessories rust hibitive nt meeting the performance requi.moMs of TE P- 636Cp c not. a scr or pins shalt be ews 8-18 note. or larger. per drat c U ( gouge sleet 22 9 ° Er r ca Toa&n P 0 . 1000 1 d n oted tacks n death and c equal connected to to suppos I Muds o jpsts g connected tracks at each N.. G Thee ntdy m of studs jot p d opening ono a b. pored holt on each Mole of H. Bridging for load bearing 11 non 1. Use solid bridging t. end u spaces and one space et 10 -0` c ma 1 n /fore f 8 s at remain'. spa 3. Was B' 9 bridging at ma Walls 9 over S'-0" height, 0' o c. maximum sp., I. Bridging U solid brd a t n two end MAS spaces and One .pace at or roof joists shall ee as foliows: 0 2 boll w e x 16 gauge strap ot remaining spec es of and 3. Number of rows shall be none o r 0; ] one for . to 14',• t for 14 to 20 and three or 20 to spark Pbowl Wall Sheathing: A. /2' APA p l y w o o d rated s eathing 32/18, C -0, ExteXOr B. Minimum f be 0 a to wood dtameter sore, or pins to steel Eri (1080 N 4s. U d _ spacing f connection C. Solid boo 'dig s requed al e l t p t /I' gap Wend shall provided between panels. p A. Conform to t' al Design Specifications for W.c1 Construction, published by the Notions Greet Products B. Unless o noted, use Douglas Fr - Larch, 19% mot M.C. as follows. Studs plates & blocking Na.2 s Stud Grade Jost, purknz beams. h N C. A contact with t onry, sal, shall be pressure aced unless It s 4' -0" Naive grade. O . Metal conRectors shall connect be festened in ebcordonce with the monsfactdrer instructions to develOP the mryinivin PubliMed E. The quanl ty of wall ¢tu0 dl pl d t I 0 earn of Pe e plc be < swn n adlo <eM load tl n tl mbs hOI Cn sure g. F. Blocking holm be installed between q josl s.1 0 . --0 OC an maximum and above common C. noted, l all no shall be cam mn n n I Where conne ullo o t ng on the Or Ow nb on l wing schedule the ia ga ,. All nape a n air c all' o netl/ Gas n For wood 0 00 g g l d b d connection., spacing the nobs shall not Os E than the p t t the Most w0 tl member t pocin s Edge o a t shall be the ns s Toe nags shall be Otl n l 91 30 0 degrees e e a a 0 t Ned of 1/3 t llength f the end of the J, All bolts shall be ASTM A302 furnished with l nal and MsOMng System: Unless pOled II anchors in concrete 8.11 be mrhon steal H't Kwk polls II IGEN Repast 6 7 or t/R d Hem T bolls (ICBO Report N0 372) V noted. Embedment (E) for HI1 Kwk lt( t Inclusive I lh l d) h b follows. 1 /4 d' 2 3/8 2 1/2 , 1/2 3 1/2 5/8" d - 9 3/4 dl 3/4 and 6 . II R msely Red He o9 i b Il embedment a d t determined d develop velep tree same sheor and tension p ity )( HIIII K b It (Hole depth (HD) (E)'. (D1 t e . )] Unless all n 9 9 ltl ,y 1 shall be KID HY 150 or 17W t/R ed head Epson System epoxy as D Where called not on the drawings, Hilti Hit N;-150 Threaded Rod Mch g Stetera Stet (15G00 Report N 5190) or - R t /Red Head Epson Ceramic B epoxy (CO Threaded Rod Anchoring Sy I m (1080 H p N N 4005) U es t d mbed 1 m 10 3 tli J p L/2 da - 0 '1 •. 5 / B d0. be _ 00 5', 1 0 1 3 / 0 , a" 0t 8 5)8 4 / w 110 C. Where e tld tl. Me 0 o/4 H ,l t t 50 bar A h ng Sy 1 t ((IICBO R p 9 N 51931 R t /Roo Head Epson Ceramic 0 poesy (C0) sew M h g Spat CBO Report No 4285, U d gg bed t 05011 pe 0q110 y3 - 3 I/O", AAA 4 /4'... 5 / 6 - 8 5/8 g NO 6 5 /e`, NB - 1/ /g 1s. ld.N10 iR U eabmbted ghOF a ell g (AS h Oy. t an t i be p pvbdah gy e ) f d A root sop ED Hl r 100) R aat/R d H qd ICBO R port l Ord to I P um working SEE 2 & 3 /Sl 0 1 Id J EXIST SUBPURUN SHTC. PLrwD T /PURuN EL 33 0' (FtELD MERFV) EDGE /TRACK LEG -IX EXIST. SUBPURLN z corvr "" W/ 2 60 NAILS O 18' O,C METAL- ITE" 5LP -7RK w/ 2 DEEP LEG x 18GA. -0120 TRACK EXIST. GL PURLNJ T /PLYWD N DO NOT ATTACH i0 UPPER RACK (2000 STUD) " GYP B0, TIP U.N. 8001018 0 5s. O.O .CBU. ER 943 A ;I- %" GYP B0. TYP U.N. SOLID BLKG, CONT. 0 32" OC. T /CMU CAP ELO12' WALL CaO' • WEEP HOLE 0 8' -8" 0.0. SEE ARCH. 0 E M a n ry II lC 1 q an h0 n it H qr t d d h have t7Pi t l 9 th pd t pp horl P d work ng 10 pu h7 7.. tehed that `01111 or Ramee /Red &e � Head th IC80 F All shall D Installed p Monolog 1 ii a d r t p re t re t0 tl i p Ill D bl hed p kl g l d U t 1 d Pecs. G M swirl* 5 t S l strength be 0 °p ad i p f of ■ H Minimum grout fr m r g 00 (eaelve to gth required at time r Pre ti y ncll all be 1$010 p¢ • h' np 1n a 11 (NI) 'hog II bq t ed.p d p d by the H m D he 5 e4 1 IndD t h ll Da f Ity q pIf 40 b proved by the t3 A0in0 Ofll 1 Mal {erred by PfyI b nrdif Igtl tld pl bl l9 sngA nt The d r t , $yy Ito 1 p CI 8 PII 0q b ! ore 0 000 NEC EE /YP .. not 1 A d { mpP f n {s Co q fOr 8" CMU WALL g SEE 9 /St o(Il I le d yy nmpl 01 6 IM Ih 1 t li Da<U ! (VBC Padtl 1701) red i' a 8 Id q POportment 4 IS Csnt0 1p a'f po siblltd to a Proper pfiff t R. S y P i I pet rd d th the per o I ft,0 t $pre I P. 0 ypP L B $pee Ind t)7p real keppp N tl o it O l 0 d ty 11 9 pert l p of h 11 I rn li VP g 0 P49 q N N qdb III lo PO l lilt gt2 red d hegl I dI d aY 044 di All el gpgf g eh II Cg cu bauBh the I lMmedi a t a saFq ° n cb o dd q �i ro d6sr gpupp 011$ d4 sfRg 101 rp d t the be En dVll Ad „(Id / , Te r pl 1(pl p ip 9, _ (s, HOME DEPOT STORE PLAN I 8" O 9 51.0 P CMU WALL /FTC, SEC 1 105 SCALE: 3/4 " =1' -0" 14 SECTION 00M 00//'31 'Ore '. NORTH 1 SI'LP AN ^sl0 / SCALE: N.T.S. EL020' -0" SEE AACN 4 ) 3 (ION � SCALE: 3/4" =1 -0" 6" HIGH CMU CAP SEE ARCH A4 CON) -#4 CON0 0 24' 0 F / I / SLOPE 11 0 24` 0.C. DOWELS , , 0 24' O.C. vERT. D Ct OF WALL 5" CMU BLK WALT. SOLID GROUTED NE 2x BuNC W/ "-511 05011 N O U. END FOR ADO I L SHEATHING "-FOR OIN AT ROOF SEE ARCH DWGS 1 / 2 " COX PLYWD SHTG W/ ET &F 0.144'0 PINS 0 6` O.c. (1.C.B0. 1 4144) W/2 01177"m O 32 0.C. MIN (1 / EMBED) 1.660. N 2388 - EXIST. SLAB COMPACTED FILL T FTG. EL.a SEE PUN -2-#4 CONn TOP 3-#5 CONY TOP. 02A/51.0 3 -N4 coNT SOT 3-#5 CON) DOT 09A/$1.0 G r- SiMP50N U' "S. OF (2) -60, TYP N EW 3x6 BLKG. / c -16d NAILS 0 EA. NO W/ (8) AILS 0)R 1112 WOOD SCREWS TS 5x COL, SEE 8/51.0 0/ CMU PILASTER EX tL = LDG. FINISH) 12 -0 (ABOVE E B ttP ttP TfP W / 0 Ew ® � i55x5a%0 0 04 ® P / 5 0 TED 1 ® rP IVY LARGE EPUIPMENI - •I ENCLOSURE EE ARCH r SEE L AFCx VH;2 II ENCLOSURE NIP 1 L r 11/51.0 0/ 85 0 12 0.C E. - / #5 O 12 0 C EW'I. -, CONC IN-FILL EXIST CONC OPENING ER ARCH 2.0 / PER DETAIL I1 b: ( REfNF ) \� SCALE 1 /16 - 1 -0 t Q EXIST_ SUBPURUN 04 CAP fa TS 5. BO, SEE 6 /510 6 RICH CMU CAP SEE ARCH. COL 8" E AR HIGH C C MU CAT SE ( 2) x1ST_ SLAB ON GRADE =c) . sT c PLAN NORTH wAL E PER PROF PER OEIAL 1 I /52 0 & OPNG'. 52. 0 (EXIST TO REMAIN 6'11 ) SLAB-ON-GRADE REINF . ( PLACED 0 2' BE .W TOP OF SLAB 0 \ER COMPACTED SUBGRADE(MEDUM BROOM - FNS G V TS Sx5x B19 ND OF TS BM B \SLCi I Si .° SOULE 1 1/2 " =1' -0" 1 \ ,SECT,OI\I SCALE: 5/4".1'-0" PROVIDE % "0x1' -4' LG, SMOOTH W BAR 0 SuRRS * MID-DEPTH/ SUB 0 12" OG. W /O11 ONE END ONLY PAR SNN L RE HORIZONTAL C ANO ARTO JOIN PERPEND CULT COOT 1208 SLAB REINE, SEE PLAN B /TS V / ARCH. �- 8-85 VERT. AS SHOWN PIASTER /� GROUT ALL CELLS 0 VOIDS CML MtiF 1, E6I #3 CLOSED TES 0 0" 0.0 i i ► d � I / / / / . � l ' O regi r / • vN EXTEND 2 -NO HORI2 REINf. i' -0' ( MIN ) NTO PhASTER, TYP 2 -N 8' CMU WALL SEE 9/SI.0 MV WALL REINF SEALANT SEE ARCH, H!C BASE R .0' -8 /2" A HES VE HILT; Ii 1150 ANCl ORS (3/ EMBED) (1.0.9.0. N 51931 CMU WALL REIN' 0005090 2 -N4 N0012 O.g INFO 41AO1ER 11•1 HOR TIES 0 O 0.0. CMU PILASTER FULLY GROUTED EIt0E'AD 2 HORP RENP. l'-OT (10N) INTO PI L )35 /l0 u %Add ®ITS!NSV .42 COL SEE, PLAN e® ® -]9!fm� -1 -N6 VERT. PS SHOWN CMU PILASTER/ WALL SOLID .GROUTED ALL CELLS/ VOIDS DOWELS TO MATCH ERT REINF - T /EXIST / NEW SL P110101 FOR FOOTING SIIE & RE SEE PUN S-N7 b(RT. y OW) WALL ,)OEINF, 50509907 SEE ARCH iS CO TIES';D'A SECTION SCALE: 3/4' FOR SRE & RENF, SEE 2/51.0 1 -viv- .INSIDE FACE OF PILASTER PILASTER & F10. TYP., U.N. SECTION SCALE, 1/2'' =1' -0" CONC. SLAB -ON -GRADE SEf i7 /51.0 SUUNT, SEE SPECS 1 / RADIOS E,5, N CMU WA L REINE E XTEND 2 -114 HORI2 REIN ' -0" INT PROSIER 8" IOU WALL SEE 9/S1.0 NEW 2a L1 W/ EXIST. N B0 'U' NNOPR CO G END EXIST. SUBPU EK 15T. Cl PURLIH '. 2x' CONT W/ 18e1 NNLS ON 4 /51,0 FOR ADDS_ INFU SECTION SCALE; 3/4"Ast 15 51.0 CMU WALL REIN 6" HIGH CMU 'AP SEE ARCH, CD PILASTER FULLY GROUTED PLAN NORTH OL\ ELT I R() r I1? /r(l 3 1 1 51,0 rSCALE 1/16 7 1 I'., T O I SCALE. 3"=1 i SEC wa1 .5 SCALE: /0 " -1' -0 C. #3 CLOSED TIES 0, 8" 0.C. SEALANT SEE ARCH CMU WALL !SEINE- 3-#2 VERT. -. DL AN 51.0 SCALE: NONE 8' CHU WALL SEE 9/51.0 SEAUNO SEE ARCH, 111 EXTEND 2 -N4 HORI2 RENF. 1' -0 (MIN) INTO PILASTER, TYP CLOSED TIES 0 8" OC FILE COPY P 0 0 L E N ONE , 1REVISIONNO 2 �IC /YY X✓7 TEXISi. CONC WALL CAN PILASTER FULLY GROUTED 99 Pi ` \9 \EP PI P >.Le 1'A' t GREENBERG FARROW ARCHITECTURE E N G I N E E R I N G PLANNING 13101 0EU 11115 AVENUE S U 2 ITE 00 USTIN, CA21302013 92730 VOICE 714/259.0600 FA% 1239.3000 COMP, NOTO DRAWN. ISSUE RECORD DATE wg 3 1 9992ND PJN ddEG( 9uEORAL REMISE NO 5 50000011W 01 PROFESS rurovi A w4SNNBT vi $B10 toil) TUNWILA, W4$ CON Ps0001 LARRY BRASNIER SlYl OEVE/OINERR A"OONOINATOI3 51M CUTSNY msomde ONNA ROBERT HART swum t�AY NRI EXISTING 13 TO REMAIN. SEE GIRL SHEET TS-TO FOR CONTINUATION. Z\ EXISTING 8 TO REMAIN. SEE CIT. SHEET SP-1.0 FOR CONTINUATION. LARGE EQUIP AREA r 0 CAST IRON N/H PIPE / - B POC I INVERT 23.4' I FCO CONNECT NEW 3/4 " TO EXISTING 1-1/4' 1 GMAS LARGER GAS MAIN. FIELD VERIFY LOCATION. TOOL RENTAL CENTER CONNECT NEW MID. DRAIN TO EXISTING ANN EVAP COOLER ORMN. FIELD VERIFY LOCATION. Elige 0 0 0 6.0 DROP THRU ROOF. SEE DRAIN DETAIL (N) NEW = NEW (E) EXISTING 6 A POT I A D N I4Eir MESA MIN FREE AREA. IF VMS KAL MT 10010 A - ----- ARE DAMPER LARGE EQUIP AREA MEGIAMEALEEIED1112= IQOL RENTAL al9aER TOOL WASHING MOON. SEE OCTAL ON THIS SHEET TOO. RENTAL DEWIER TENMATION SYSTEM EE-N: Pravda conawoue wodotke of the Tod Rantol and Nand.. Roan at 0441 f o r t . . 111 o The Nana Dtdot Stay threiN8 wheal No& ACCESS DOOR IN t ' ?R TT EE DI RT DT SERVIONG VOLUME DAMPER (THY) S1-12 8 (PEP. 8) MAINTENANCE ROOM NI TOOL RENTAL CENTER—HVAC FLOOR PLAN 1Ar = v-cr PLAN O E -SUPPL Y - oalgiSSR7EVT,p 3 2 0 1)R. E I , R0 1 115E 1 ir" DEEPTH, BtgiI DAMP" AND 0 SUSPEND DUCTWORK FROM STRUCTURE USING I" MATE GALVANIZED STRIPS. 0 SEE PLUMBING PLANS FOR GAS PIPING AND CONDENSATE PIPING ON ROOF. 0 , FURNISH AND INSTALL 48%24" TRANSFER OPENING CENTERED ABOVE MAINTENANCE ROOM DOUBLE DOORS. BOTTOM OF OPENING SHALL BE 8 A.F.F. OPENING SHALL BE LINED NITH A 48 MIN, 18 GA. GALVANIZED SHEEPAETAL SLEEVE WM FIRE DAMPER (SEE FIRE DAMPER DETAIL ON THIS SHEET) FURNISH AND INSTALL TITUS MODEL 350 RL 48 NOMINAL GRILL ON EACH SIDE OF WALL. SEE EXHAUST TRANSFER OPEING DETAIL THIS SHEET, 1 B FAN EF-5 TN ROOF. OFFSET DUCT BELOW ROOF AND LOCATE FAN FIRE PAR11110N SLEEVE RETAINING FIRE DAMER DETAIL NORTH WAL AI D E METAL SHEET (NOM) GRILLE ri ,a. x 24' i METAL SLEEVE 15 GA. SHEET (NOM) GRILLE vv WALL T IIMBINTS AFTER MOlTS EXHAUST TRANSFER OPENING DETAIL OOTE: OVER MAST. ROOM DOABLE DOORS. I■ SEcKEYEDNOTE 0 AND FLOOR PLAN MIS STREET. 1: I MAIIELIALQE. .10_0141. 0 r LINT UP TIGHT 70 WALL OFFSET PRIOR TO PENETRATING RODE WITH 3 NEAT l00I0 6.°1,7T,44— 06110005 FOR 0 1/2 COMPRESSED AIR 4'-3' AFF, SLOPE 1/10 PER FOOT IN DIRECTON OF FLOW. 0 OMCN-CONHECT AIR HOSE DIMPLING )FOCAL I PLACES). 0 TURN 1/2 .PIESSEIT NIT 160 00 DROP SI FRONDE 1/1 ID 1 /1 REDUCER NA 1/4 YAM FOR 11.0061I. 0 / MOOT NIFITOTToN CONNECT 1 COLD knIE PAOIVIATSWT 07r1Eg PLAN refFN TAME 0 Yr.: 0 7'„at SUUU POW TO SET LIST 061 1006 .1„ M 72,.1=17,„.'ot 10 SOTBOOR OP 8000MM GAS PRESSURE REDUCING ASSEMBLY ON ROOF. SEE DETAIL 0 BAGGLOW PRESSLER (BR-M. NG MN UNE SOLT 15 11111 AS WOOS POSITSG MILE mAxiAla8c PITCH TN IMENTIGTOR. 1/2 CI TO &two. Ana. BY DRAM IN WASHISO Walt TOOL RENTAL CENTER—PLUMBING FLOOR PLAN 1/8" = 1'-0" NORTH REEF gAy,sxy P BY LOS DON BUILT VP ROOF FLUSH 511W FLOOR LINE AS WYE AND 1/8TH BEND FITTING OR COMBINATION FITTING FLOOR CLEANOUT DETAIL NAM tg 41702 E - A 2 LE . rAnerIFICK TYP. GAS PIPING THRU ROOF DETAIL SCALE: NONE 1 YEW WIMAZS PATTERN =Ina ROOMED WO LOOP. i O&T. e S , C;BETENED VENT C.O. RUM GAUGED DRAIN SUPPLY BELOW ROOF 'TYPICAL F ier: % 5367MPTOOP TO'HAn;E'CWAT'/T. (SOBS UNITS EQUIP. DRAIN CONNECTION DETAIL SCALE: NONE EN IS 10*55 waoloo. SIAN LIAR 555 TN WASHIAB 50010 STEAL 65 ONUS SOS oat" r.R,ESS,UfgaDUC440, VALVE VENT ELBOW DOSS MECH. 7111itliF7 EXTRA tatr DUTY SECURED TrAcil C ONES. THREA (TA) AVI7WHfEPUVCMOVYIN IPESTAND ADAPTOR SWEAT X EMT NO RONDE ALL OW-COPPER PIPE ANO DRAINAGE PATTERN FITTINGS N VENT UNA FANO ML 14ITERZEr ANO RISE 3 ART AZ 5.055 PO...INANE TO ENTENIOF SAIL • , 0' LANGE TO s LENGTH r MM. WS. 40 0 a MSTOLLTINHT &PPEZVM °AMP C OVER SHALL BE CONSTRUCTED OF 200A. GALVANIZED SHEET METAL REINFORCE ALL CORNERS RICH GALV. 3"43 ANGLE, ALL CORNERS TO BE WELDED WITH A CONTINUOUS BEAD. REINFORCE SIDE AND BACK PANELS WTI HORIZONTAL RUNNING 4 24GA STEEL STRAPS TB' ON CENTER. PROVIDE 1/4' THICK NEOPRENE BASE GASKET FOR HOOD TO SIT ON. ALL SEAMS AND EDGES TO BE WELDED OR SEALED AIR BORT, SUBMIT FOR APPROVAL A SHOP FABRICATION DRAWING ILLUSTRATING THE DETAILS OF CONTRUCTION. NEOPRENE EIAM GASINT UNDER lATE Lool, WASHING BOOTH NEOPRENE SEAL BETWEEN CURB & BASE. ATTACH BASE TO CURB W/8 EVENLY SPACED BOLTS. BASE FLASH A CANT. DUCT. FACTORY SUPPLIED BACKDRAFT DAMPER. DECK, FIELD FABRICATED ROOF % D:71GrgIrfr NAIL TO APPUCATTON. EXHAUST FAN WITH BIRDSCREEN, SEE ARCHITECTURAL DETAILS FOR ADDITIONAL MOUNTING REQUIREMENTS. EXH. FAN SCALE: NOW :Cc 1111. D UCT ON. OR Egi WOOF SECTION NO 4& SLOPE ALL SIDES ex24" DUCT COLLAR 4 24GA STEEL STRAPS 18 ON CENTER TAP (3) SIDES APPROVED PER PUBLIC WORKS i ER DATED O IT.leA. CIII VI (((TWAIN JON 8 1999 GREENBERG FARROW ARCHITECTURE ENGINEERING 100501 . LAN 4M• OA V,45 RE VISION Reiroftb IRS OATS 1Y4R ./\ 5/27/55 01.1. MGM. INGNI PAOPPI *FAL,: . , exENREA CS.224:10 ki 7 4, LARRY a FARROW sevaamar •ISWIESN SPRNROEIS -, MOUNTING DETAIL L SERSIEO HERE WERT USA. NO 4705 0, TligiVnA , WASHINGTON' SOUTH mom a JAMES gllusreaffiA04: o PLT,t5t1EDg1 10 s MECH. UNIT TO BE SET LEVEL CONTRACTOR TO SEISMICALLY RESTRAIN UNIT PER Min. RE- COMMENDATION. O TAPE SEALANT. ▪ atINDI • FIELD ZIWZDRWor, INSULATED • SEE ARCHITECTURAL MOUNTING DETAILS FOR ADDITIONAL • =Oh P g20,11tptg...5. " ,%!ip I P S ORT P.18 Pawn.' ?iftEVET,F RTU MOUNTING DETAIL BROF4I DEPOT -' 980669 00 ,T, EXISTING OUTDOOR GARDEN CENTER 28,538 SF 339.43' EXISTING THE HOME DEPOT 149,624 S.F. EXISTING F.F. = 25.00 LOT "A" TOOL WFRENTAL C CENTER EXISTING LOT "D" (PRICE COSTCO OPTICAL LAB) 34,784 SF BEN PRIVATE ACCESS EASEMENT TO SAXON °RAE �__�_____�__�__�__�__�_J lo• eolmino screACx ��_ SITE . PLAN SCALE 1 ". '40' -0" MST g 105 NORTH II AREA ENV I 11 29.167 ROAD (PEDESTRIAN TRAFFIC ONLY) — EXISTING RAILROAD EASEMENT DUSTING LANDSCAPE AREA 444.82 PROJECT INFORMATION PARCEL AREA: HOME DEPOT PARCEL AREA 13.27 ACRES LOT B PARCEL AREA 0.52 ACRES LOT C PARCEL AREA 1.15 ACRES LOT D PARCEL AREA 4.28 ACRES LOT E PARCEL AREA 0.33 ACRES TOTAL 19.55 ACRES TOTAL SITE COVERAGE:26.6% (11,717 SF /AC) BUILDING AREA: THE HOME DEPOT GARDEN CENTER LOT B (TACO TIME) LOT C (SCHWAB TIRE) LOT D (COSTCO) LOT E (Q LUKE) TOTAL 149,624 SF SF 17 ,162 SF 2,295 SF 12,520 SF 34,78405 1,300 SF 229,061: SF EXISTING CHRISTE WN.�o,�} 9119 ■ ■Q1 MI �IIO !!I!1 EA _�QLUB': )L L23uLdM1 ,370 .t1 a'DLII JL 1 p2 N TRAIL PARK EXISTNG PERMANENT ACCESS DRIVE EXISTING PERMANENT ACCESS DRIVE APPROVED PER PUBLIC WORKS LETTER DATED ON `TY PARKING COUNT SUMMARY: REQUIRED BY CITY THE HOME DEPOT 2.5/1000 445 SPACES (Including GARDEN. CENTER) LOT B (TACO TIME) ® 1/50 46 SPACES SPACES LOT (SCHWAB LOT D (rCOSTCO) TIRE) 51000 SPACES LOT E (Q LUKE) ® 4/1000 87 SPACES TOTAL REQUIRED PARKING PROVIDED: HOME DEPOT CUSTOMER: OVERFLOW: LOT B (TACO TIME) LOT. C (SCHWAB TIRE) LOT D COSTCO LOT E Q LUBE) TOTAL PROVIDED 614 SPACES 485 SPACES 73 SPACES 19 SPACES 39 SPACES. 262 SPACES 12 SPACES 890:SPACES RATIO' PROVIDED 3.89/l000 • SRACES' FRONT FIELD" PROVIDED ''485, SPADES.' ZONING CLASSIFICATION • 1 TUC T(1KWILA URBAN CENTRE s I yl� GREENBEIF 'I'4 ARCH'ITE EN 'G INEElll -FT`I PLANN I,ID, RE0 r 1( SUITE :200` TUSTIN, CAIIPORNIA'9, VOICE 714/2 PAX 7,14/150,5483 EWALX TO BE EEMOVFO TA1.0 SCALE 1/8 - 1' -Q DEMOLTIAN PLAN ItOSXL FRAM PATCH OPENING 0 w/ CONC. LIGHT WITA DOOR NG AM TO REMAIN OS (S STRUM' D 7 gIS CURB — INEllg TM' NORTH (( BEY NN ON1G CANOPY T R MATCHSEX1 Kt EMSn TO MATCH 1/I P FT. 0 RISER EHR'11CME ORANGE OF ADJACENT L,F MANN COLOR OF ADJACENT WALL BEHR '. VANIW TCE' 20A -2P. BEHR 'BUSSTS 02 -S -SC' BWP 'DEEP lfLL' SYA -1A BE11R 'ECLIPSE' 2038. EXISTI STUCCO NG NEW SIGNACE nI BATT. INSULATOR TO MATCH EXISTING EXISTING RISER p L ING ��NN NEW NONE TA AW C ALV p C E F� S E O N R �W N W N PR E IN L TO MA EXISIIN p p BAIB TO OPE PAINT ( TO MATCH EXISTI G WALL PAINT I f'GFND MATCH ISnNG. - - O � .. O. A2 .F 1 S S Y I I 1 11 PLAN — TOOL RENTAL CENTER AMC OLE RATED (SEE D SCH DU E) (SEE ���� ) BOLLARDS SEE I ABOVE ISCR S/}AZ0) EXIST. CONC. CURB EXIST. COLUMN SCALE t/8 - 1' -0• LAN EXISTING DOOR .64 FR TNYTN C .FNI(OCCEiATISI TS MATCH B P G PAINT PARTIAL SOUTH - ELEVATION NORTH * mg% `ems 3M1 11111111301111M MIU IP!P J I I R.::9IIMIM E) (I (A (E) EXISTING XI911 G (') ( C) 'VESTIBULE ROLL - P DOOR EXISING PAINT T STRIPE - NORTH I HR. RATED WALL 7 -o OVERHEAD TA1.0 ... �IWO E.. O»05:; X OSED CEILING c / �1HR. WALL / olwux REFLECTED CEILING PLAN — TOOL RENTAL CENTER SCALE; 1/S - 1' -0 ONC. CURB 0 MATCH EXIST. E SNEET TO MATCH 3' FORT, WALL 110 0 P (SEE STRUCT. MVO (ERR MESH DSSS) — Tr" ISTAINLESS ICN„TR III / I IISTAINLES5 j9171TI 55" X 3b'T I II I / O Ill II 55 X 3C / x, (N.I.C. �� - (N .I.C. REG, 22 "X24.5' X32" (N.I.C.) STAINLESS CNTR " 30 5 30 FILE CAB REG. -r (NI ;1171 - 15" X 25' (V.T.Q) (NI.C.) I F f \ l j I I PRINTEi II X % II I I I IS' - - V'I ENLARGED 'SERVICE 'i DESK SCALE 3/0• • t': -0' r.% ITZER ' L PI E SEC DTL 1/12.0) AIR l. C . OMPRESSOR SCALE 1/4• - 1•-0• STE POST (VERIFY) EXIST. CLF GATE le HROWR RELOCATED IVIP SEE DETAIL TAINLESS STEEL COUNTER Top (N.I.C.) CN AW SHARPEN , AIrs i FNCH GRINDER x.LC.> INC/Al OX MAINTENANCE ROOM FLOOR PLAN AIR COMPRESSOR ( N� c. ELEVATION — MAINTENANCE ROOM SCALE I/4 - LESiFLO: === EXISTNG WALL TO BE REMOVED EXISTING WALL TO REMAIN AAAAAA� NEW I HR. RATED PARTTION ITV avrs87 .511EET A5.0 ABDVE 1119NEa LVR T Up FLUORESCENT SUPPLY PIP DIFFUSER ▪ RETURN AIR GRILLE • EXHAUST FAN ( EXIT LIGHTS , Ifl6 i0 WALL sECnON9 FOR WALL THICXNESSES RNEIgn9 RAT ER OIPIOAL 50 R 05 0T N1ENT OF PLYW000 BACMBOPA09 3' A I IHFEPMATW N `N OR M44TN0 YSOE1A MEWA AL RA 4443 00 ONAL INFORAIAIION ON — M I AL 9 T IN GRIND .DI • ,'u os W RT DEER AXE RESTRAINED FROM ROTATION I HR RATED WALL ( HR 'A9INET PRESSURE 'ABYiF HER EV -0' A.F.F. (N.I.C.) ON 3 /IS' s1L TFCRM Fkn &PPON13 Ax ;MARC ,MBE C. PANEL MWej (3)12 WOE WRE SHALT S teats 0 4 9 MOD U NT NORTH 1ro,z s rya, ISO SHELVE$ :CURE i0 BRACKETS t 5'�N OE FLUORESCENT STRIP FIXTURE XT. SARONG won MD I N " ON RELOCATFL. TOTES: 1 1 I' NO FLUORESCENT -. G DIVISION G NBE G AITCHITEC PLA'N,NI UsTIN'. °SAL(f VOICE FA .T }4 : rIIADE OAADEIN O UYF ( B 2 /5/ DESCRIPIONI 0 T A O 2 /S 95 ADONIS P�WI IBnn A 2/08 .9PUN ONE .. •y. S p AW015L , j OVVOTAl DOOR SCHEDULE -- DR. NO. Sig TYPE DETAILS 7HN. FINISH HARDW. GROUP LABEL REMARKS (sa. Dao .. DOOR LOCATION/ DESCRIPTION HEAD JAMB SILL - o 10 -0 o-A IN O0 O111111® CROUP TOOL RENTAL RI Illailiiiilliailird 213 / T AOD _ 13 / a PO" A CROUP z J MANTENANCE ROOM 3 'AR 1 3 GROUP A CY MT .a - '' S RE D STNG Ram ATED : .PR: - 0 %1 V. A. ® fI:RrC, .NAIII 111111 iiiiiii -- PAINT E CREDO 0 liailliallEll DOO o SCHEDULE NOTES T. PONT GOIET2OR OF DOTER AN0 mOMES. 1 TODIATCH COLOR OF EmSnNG DOORS. �ENING FORCE FOR EXTERIOR HINGED DOORS SHALL NOT EXCEED 8.5 I08 2 . 21' - I 1/2 HR RAMO U. LISTED DOOR GRILLE. DEER 298 IL D. E SHALL BE EQUIVALENT TD. J. MANUFACTURING' INTERIOR 010000 ODORS SHALL oreamgr BDOAD5 ABLEOEEfTEEARFA MNMUM �cmtrE.LOw Ix Doda a PPUE O a msrAUm °ea o'''IDOe EXITS OUT USE OF A NEV o1 ANY 0 . WA 500 MD, NxOWlEOG x OR EFFORT: (U.S.C. E 'ICE TM (vv eC 3. P WDE'RIOTED.00 DN HANDLES co MAINTENANCE ROOM. 10 BE PLACED OURS THE o �S 00 THAT' 'Ds DOOR T USm TO REAIAN ZOO wHENEVP 1HE BV 1° xG T m' ( u a C 054 ]) O OO'XI /a MIRE CLASS $000 LITE ROUSE RELUC.ATm EHSRM.ti 090i5S, FRAME a 00305ARE. „ SPACE NAME AN6 ROM.. T51OL RENTAL C OR O 0 O ROOM FINISH SCHEDULE O O O _4 O O s 00 S O g O WALLS O O O O O O O CEILING VARIES SEE NOTE 8 ROOM FINISH SCHEDULE NOTES 1. ALL INTERIOR EXPOSED DUCTWORK. CONDUIT, MD_ ROOF PANEL AND ROOF SIRUCTJRE 94ALL RECEIVE PAINT A. a. PAINT COLOR S PAINT A BE AS FOLLOWS: - ITE' 1306•05/010 COAT' MATCH COSTING WALL COLOR u ICE'2B LP PAINT E P NTF -e BEHR R?WP, TEAL" 20fi -IA (NOTE: eu PAINT FOR THE TOOL RENTAL x.D) APPMED 3. ARµ¢ OSED INTERIOR STEEL TO RECEIVE CEDER nid C.C. HELD AS CLOSELY ORIGINAL AS 5059009. a p D . 00 BACKS) Ta MATCH WALL COLOR. ACES OF 5. ALL PLYW000 TO BE FIRE RC TREATED. TYPE B-C UNLESS NOTED DINERWSE. xT ALL EACBs Of PLYWOw TO MATCH ADJACENT WALL COLOR. HARDWARE GROUPS: CR[LIP A ( QE LEAF -, „ALDW NETAL •Each Door to PS 6 - 0 a MnD) 5019I -320 HRP 1/3 Pao 0N,. - •f Emt o.m c. - MAO) ee110l -32D rvRP X ETw (ELEC. HARE TRANSFER 0 10019) N5 b5(4ENPaats: I TfinNatl S..aur.DH - C 6050 H.aa and 1 W a u sole, w) xoa�R "016 amend ..cal an dear. A � PI N 00 (Active L00 055. 10 T el eb =") OP (W) F631P Dow • ) CAMIP R ( 0E. LEAF RO 0 IL EXIT ODORS) HOT Lam) Evan D a ham 1- NOOOTO ° Le " ol. (01?0Seo0 Yid em w/ 16 'E. mar (no .ute de kny coot.) 1, w D t G - (E n t IEY2 twos) 106- 30_1/R (240) FOR 3 -O Doors - 1'Tia.xae (0510) 4 6 •. .WP ((XN10) 006E 0ollcm SW - - (NCR) 202N (ApIIPQ,. (RTM OVERHEAD Dow MM ELECTRIC OPERATOR) 1� P >h.m3 055: to no. ■ Roo - (BEST) 1E72 N eami Uas 2a - g a TEN m 55 a a .54.1 B0 w 1 hardware Y 00 .fje G ((NAM AL METAL C ) Eat wl cf... 2) 0 0 VW I Pad (EST) 41x3 'ATA. ea head„ at : Wra.11 101 ,0 *. aem 1,030. ' l9NIP E (MAINTENANCE ROCK) frame ee vPolr y ° Mr��0.11.0 .3.1050) - moo n (!" at °stewing do. LEVER) 150 (AL-ASIVE dam m Each pair to have. RELOCATE EXIT.° i DROOP F (PAR LEAF HOLLOW METAL E%T DOOR TO/FROM CORRIDOR) GRdIP G (CORRIDOR S S.O. HOLDING) 5 I/O 12 1 E D 0 Pair HOS.. - (000)0012,0 -SHAG) 13B1161-320 5110 (EL£ C. ORE TRANSFER RESOLE) OLIAL 1 NICK KAUAI /MEEK sIR P EOR NOP TED (HEAD k JAMS) ER011P K Po. Hinges - (000)0812TO CLOSER L. LOCKSET BEST 8 STRIP 2 HARDWARE LEGEND 626 (U5260) C 0000 0.04955 O OTHER ITEMS QUAL) rsiµl 2�0) LAWRENCE HARDWARE MATERIAL h FlNISHES A 000x0 - ON NET. COORS 0 0 (us 2D) ON STORETR.T 0 D -150 50 (HEAD 6: JAMB) LOC8NETTS SECURITY ENGINEERING 011351 zmo " 616 (US1 j r AM.1ArE MET. SARRWAnwe NT MULL " ° "'orr:grtiVilnorWormttir'' tadA � Dollies Indicated re Nod to receNe ogler construct. ahe and strap.. :aprt« P.la 0Eh r. m°wns O000mb p m 0 B. ARM A 123 for galvanising both fabrIcated and unfobrIcated .n and steel products made SSPC surface Pr mental expoeure fob shop pent,. 100 FARPFNmt 00'90 g 003 0300 v black g z All (r are In ccc0.dnce 0th 74 7 NFRA 255 applicable grading rules for Inspection Boar° of R. L stmm.m Committee (AL SO) m.e Lumber by American Stonclard and 6. Cra. Standard grade Eght Naming size lumber any MIRA rules or No. 3 boorde per SINS rules. Plyomod Pollees far Structural-U. .% R E O No. EMS. 0 a an in VlN I n 1 B edge elan (mere PP 3.) .00 10. ea Ong van.. m.ntIng electrical ar r.,. :7 0 / L o f net *noise Indica. Dal e.a *m 23/005. 9 0 'D00 9N0 'DEFT METAI uncoated fano. requirements 00.00 N.cl Shoot Mebl 01I,R (51 000730 9 2. Full etrength 70% Nw■ar 500 Baked On Coating ta. !. . I n p ° ol b. Cutter 5. 0 n Meld RoRoofing, r e0we Selvage . , downspouts, m m,a. Den nle mn o u5 nl guttare. g Rwd.te 000 50000 .na rrem ES to new o ] a l0 K ror 05.01 ana p aexmg e. ic le,14: an great. extend N Pq Fom1 EN ant 0 0 00 a L: formtg material. Form op without exam,. oll-cannin Zgere8V.' O . °aba..lmna,mal.8:�1°.g .1m.dar ITEMS FURNISHED BY OWNER: COMPRESSOR AIR PRESSURE WASHER PARTS ASHER BENCH GRINDER CHAINSAW SHARPENER CA-, REGISTER COUNTER FUEL SHOP RAC SLCONTANER w/ FO HModonc rti RSI6RSEwAJE MUTE l 05`13 Nauea but not b° 100'105 l4 of dna. and bedding. eeolont for elfi wog ape 5 3003 perimeter ml l gyl hr.old :.Hm g o l tanlmm . l « 0'010 ma ge0.:; ln9 10x,% mg* at finer..1 and roof penetrations Do not z Mere D. width le affec mom manufacture.. 'arm 3100 0.7.0 .0 55) AR . we hau2.. 010+0 B Sm D l 1/ 3N0N0 (N« 1097 Non - ( e. ryp. ODD. Joints)) em or 2 (( "vi d 0109 a. 10 00, eubbct to eelmn10(0 thermal one (.0 -sag). D iv e /Con 5en.a0 won. 0 04010.x. -I D. s w bent e.don<.nml °.0.150°3 6t a a ml r pa 1 manufacturer, ,r. A. B. EON eCay, SElo 00 - SSeo. C. Ie ' 01:::482C un 0:r PTE mineral Doer mating, mineral Dr EVE DOOR. AND FRAMES SZEloV Standard et 1 0°000 Cne 6OIRS,. (501 NNi . a .e b 1 n ;Vr pyan rvrv'°eo` ° smade e Me DOOM and Windows and how boon 052 "Standard u Re Test. of 5'et.. °cu *mu.. 71,7:ecxm7 a ALSO,) A, 5mde f ON. 610 ne s1. (500 iy 'Deem 0000 . al h sn4 ASBB A A arm, 00 .5)0 0 5 c0000 3, 0 [n A AeO(ot �0bncatar Im). �- 8. Cop top of oil doors with Bush woo.rproof cap. end 6r r.n° ecwe nnac 050.4 1. PhD. 00- dime conpm 140 8 50u Ave 0mk Az 6500 (em) 4050 FAO (600) 556 -x100 (000) 8 -0050. bei n g (]I4) ono-nom Pomm °. CA 61767, PhDs C. Con... 000°01 0S 5 z6. .3.00 0.040 us.. 05.oh us. 110 .00.00.0$ am a0M 0y1 M7 50 30055 - 525. 10 co. am mm be ax S1 -I /r emmlxg f 0l U. a N 900251.2 5005 b Plm cod 020100 at ASIY A - 525. 01 00 10 ., . 05 a x 0 .1.e. No t o safe1 MP 004 ,525,0510 Na ( )0050 ET I a02121 " m* 4/rmw No TbMn.MDp. bor.. /Y me Iml 1001 5 me In U. amnae ow* .M Sao D b cmNU.W ol.1M not Nm tan 113' *r ma t Me coda DM min.m ln fool* berrel .11 be elesi x351 not be*anr x Bmlm.. tan* Union Ds. Dal be sop.. wro.y otl. of .ana, to bdrllm be ded. um to to mo orn to a DDeob5 DON. g Ml. Th10 hoemmb '30101 MN 0 m W mtl miry *e ml aw,. n N 5 05 ° .. 0 g wmgeLM m me wow. fm es wt. bB*c(u. mr 1. MI molar oDroted Ore*. how on adomollo olosIng 0001 sad of d 00 . 10h mm b°TMn44 cod al m �Oalp upn tl the o Iw res"tthmbblb. (e) ma p. unM � ✓ n ne000 , 0. eanbar.0 by ono _ sul�nlmar x aaoaa na.udbm.wbmM Ns door =Wad only ranlwaer4o w:� ol w m a r _.. mrgmarEAapoo.m s: Dam told one M 01 sM e' fma0 7070 5 .72.7, " PaM°a be M � 3.00. ay., ) on M1 w =rm.awmpiu 1r N .4 shell be F by Lmm.sa.ad of ue �. rt,e ball aeMeO m mewab Th. KW, edge and cm. 51 o Meer boat tato. ban No bottom Ns .m on el.. soft eee. 1e to boa of. bNm INN A10.sege Ir aani..fb m.m tmrwr and M not My en sMPaamak wawa v ADMAN aNtacto 10 tint. tm5n eeoamabk g°N°te w Nei e 0010 h° N•°^a'.pl.F le4n M e by m .W toov c 1 w m m t, e 1 dmeand`gvs Th Od .n D. he mod ., in Al dom bulding.s dam mwlrcb..v eye .011 he O5E . 0 1oon and n eh 5 . wen a u geg° .I IAaI ROnw wen M1e doe b agLnn.le mm 1%e'ry m p. kaNY w!aaailGb UO� blev tlx M1. .R a s 053,.E 0110 ehdbe 0 ee. Ba ,M• S.ob anMb rymn ue 050 parNb, 01 .NId1 NTk U. M Ipb for ea.., ye a mnmalen ow control aaM off ee 6w Nh 9'019'1'. e'I *e e. MM A'a`M OUHDR. 2!01)5 5.nre dw MYOprndpeml 0 5,00 LLw w e e lin05'05c)v.a TIMgnMyaml. b M' Mq 1m.Imm.M25t, 5TalAMe dsmxlbn muw ;10 A mym Op. q. m..e Pan.M W. fYly 0500 Iie�w ('4a (W e gM V U .m � ° vwsely aE. O tlwk b d iet PM rem mm�.am Pb ubMnb9e4vE. ' vents Wvnxg egad. A bu m.my .050051 m.peu • ®mom m c aa nYe. aa mmalm F^ml 2 n smbnar bwgi ue et m a m0 wS500,.00050200a" t mow 1. Instal lawal • no.. b m OO 10x01.. ka b p 0 0001 ere r. lm u e0 me d ee to.. mPb ea!, «« Paia g b « 3 3.0 0 ,1 l °jym'I to dm ...b. per r Mtg to e E aM *vs ad be Names x vmemee with NFPa aM 6Dbmmmew3 rMlba >. 052 m a ®A Imm pa M S n 5.c m Upm 10 042. naa u to g«l Drem. a M Fro em mg ® c clx l..nn iw ae 0000 of % 1505000 0.10.0.00 400500 5000 0 55 50 S 20 0 900 a 0J 3009 nnacW. Aone0 = wn mB Ma (005) 05i Doe r na (000) Bt3sz 5. Fence Panels Moll be of welded construct. ond /4' . 3/4' (s . la ga. - 1n • .1 -1/2' (Sq..) .16 ga. . I/0' (Square) - Poet m b. set m beo xg per dewt G. naviamona mesh ehaD weigh psr . m. ytl. uh A. Iron and dlaMend zbeeh .oll be cleaned •• a B. Iron and okmond ash al root 3001 fur =n'ag.3 pr. C .10 00 ON ana 00,0,0. (0000. 30romn1(0a50000lb,1:Ie50 7. Folorkate swing gate, per drawings. Metal and fillsh to matCh 3. Double Eater Provale mop. far ae bar «a o 1 nark N O 0f0T0 t u I mae[aen/ tl mwO mall damaged of .tabled 1003.101 Ran r a 2 m ! u gine . al Ina Section. carefully Mope. •e Metalled the rnenuloc 100,E *efp �i :he :n° t::� m.� m ✓ i * event of turMs recomedloteya method y the Architect of Reoora an proceed as F m SuxFACEs no ow A to A 0 .00r M* as a be 1M1awµlY tlry w M119n ap Le IN 130113010 w PHP PAxE15NO A it P WM Rn. toot new. alt bee Ede up out neatly a Mst0 R e peln ' 1 ,M i and on to OI 00,. 0r 00 Y Am I a t Ml n ad el ,medium ,..N. on recornMended by b... Y D. tis to be t a eds. oxIsmal W angles end between otheete of ps I L Butioling .11 be dosed m Notell. panel. Ceiling wd e M1 Pen n t ould be dried so NM mg to ( K e /3 1 t) p and r d oil 1/5,'•••••... m msn d -g )aml. H I pp a a a , 1^1 500an su tdoHY a OOT:U In the n ode on2 die. 0 of N' bond Nvom mm pro m be nqu .a mt bon° to Como perform... er aec mates r':w a m pan bone m 0100. m. provide of (O FM Imo 0 80) a. r . mn ell 500/00000 0 I 0t vv an 000,0 5 a0« o.m bh t0 hew a t 0 1 wannty • wH.m!eo cl certify r Installed are In all el* and regulated properly and shall Include appr.rlate Aii eoeere.all hove high forength cost iron b... mj s l eim,n a 01, no .5 th °t '. 00001 10 010001015; .h 0 0 0^ 15050 0' P b *. n nae aor e . 0 /103 A wit Ol 010013 cme me Ion ccra. - ex moor °nir 12 Fin e ..cum «1050 eo,.ne 003.0 an a n n manta .ball be supplied r Owner rns P.a •x000, e . 0. .. p• . J as ....Ise Indicated 00009.3 mete.' ands e e}xtee to an , e m 3 Section 1. 5 05 )O , 0r S0 er. Imm� ,1)01 Cna re )011 ao 05 affecting the Dished wort Re. or reploce ourfaces One pn°W ro 1 o w .0050 ..amt 01 00 000005. not meeting tolerances or 0 IS a gang o 9 moo °te conebanlon worN 0 500)5000 0 f ra or: u fm •'000 pwtl aqua. A Premiere Metals c o Street 00 oppro I6 occupancy. 00 p ax. to proper n br one 0.00.0 m0ttmc0n Cod °eynmoot 1 ra urea a na DO m an N.°wng. 51'00, nn4 o r C11.1.11.1 DRVIVAII 01.210 gm orlon oepta le to outhwNec no s ]. 9150 M GY0.um Board, 050 C ]e. *1001"", o. • t n bxi face fl 05 0.. e 5. Material: Interior 6. Jo. Taptc Paper reInforeng z home p,,, a 51.1, E.SISO2 51.00,0,2 B. Steel studs and (e 1.e lOONm.ej a, mdele2 on 055 1. ryroll c° a e r.cam y mke e g Wm ana acnet ca vacant A Tremont,: PANTING Submit manu certlEed letter lnIng Ith pro "t a nib. dry Elm square In equtrM to u1 re epeclRetl a I ihickneea. J Ao.plable Paint Dec e End Coot - 3 mils OPT B. FRIA coot not requIred on iterne delivered .op pr... Cool BExR BS Nfite °e Mela ,11 000Nic Semi G Srel Coat BE HR O u « Series too Percent A Mc Rem Dose 7. Gonna P °mtCompay: d e eo• 1T 3 u 00 Percenl a M 0 0055 Coot - 05005 o 1500 100 Percent 051)010 Glass ferrous g. Interior - Metal: 0.0 mils GET. q equimml.: 3. goat sl C l C°5 B. Plod coal not required on tame that are rap Primed. lei Cool P 3 coa - o ° win p Alp i.a.inm c o:e u.me (<� 0 ra2.1 EHR 70 Enema Uneerc°nler ]rE Gal -. BENS BIND Iv: 100 Rwcml AcrS HI -Gam 1 hi 3.0gat 7 Con, Pro 1500 100 C°6L C Cm ag o F 0 WIII Percent Acrylic Gloss T. 4peu 0 I 1.1 CO f er m1e egutremente0 2nd Cmt I $ n DpFpip ( a oXt 090101 rgot74 TI (4x04)) x,l'd Gal WM tap O En g! ( 4s06) (a:!SN qU �ew M lle P, eb( S.mi q .(1416) Berm 013 .(140 1 C EE5C 0 8 90 9x0 m 6""' U 0070 r Po 0,el 6NR JOOD. S a1 1 W Pmam A« a5l * c s.ini -pew ( Safety prong. a pr on . 050 o °°P 100.) Tet Coot - Can. 340 Semi- goes m Enamel Enamel (1 Antiqu. Wn� 105E a End Coat - Conco 300 Sern1-01., Enamn Syat. m C rt 7 " 1 : ."'"'". C. BEHR Iet eoatainb(C 5° Oe a e note) ( v" Ann. W. and Poeta.) ' 2Vel c CI TM ' 11g0 cat zne na P °ml (IGp AACM White c1 w r ) nl Antique l let Coat - Canco 100 .d Goat - Ccnco 100 ncrNlc Latex Rat Wall Paint ran: r w n Primer (4160-1000) ex arena ne c°.. E :1 KION c iergar n -IHR 136 AorNlc Phmer 2nd Coat - BE. 4000 Series 0 Rain Flat 3.2 Coat - BEHR 9000 Ise AcrN10 lc satin not a :t P - °" C t ont=7151 I00 Percent Ac1m5 totes Primer 3rd Coot - Cones,° 1100 100 Percent Ac 10. Painted Woad.. and Hard.o. 6 mIls OFT B. Pro. eecler per treatment manufacturer for Me Treated Lumber. - - Aeyd Enamel Vnav<ooter 1 - - 0I5e S .17 0N „ Enamel 1 ra amt - un0 -Klee Alkp semi -Glo.e Enamel (1518) - lee 100 Percent ArN1 5«01 -One E MI 0010 b «c55t Enamel (ICI Antique NO.00. ono 9050,e)m names °ercoo, 3rd Coat - Con. 900 Oil Booed Eno. RE I. SUBMITTALS 0. Items. atm(0)ana n.buclly. la °I m5nul°c<u.etl A. P101550 um A. P pl. bollard pipe ge 0 oh1ENNw15E: COVER, uNLESs yA Ur g rgi R s ar x Cwinci IS a P9 Axo SMALLER mbpcl n0 o ° 3. /0200) °(: Doted. fumIshed by manufaoturer shall Oa .eir 'top of and Inotolled pro reconarnmded by manufacturer. SLABS, WALLS, AND JOISTS y FIBERGLASS REINFORCED PANELS 0. I0' Contact: Randy S.. M1 (404) 8136-6075. 8136-6075. 1 SUMMARY ▪ n a ma, Zee= Reinforced Panels as .n5wn m 0 9.00 00.1. Contact Motor Lopez (Boo) 653 01]3. AP SmUCES O 00 gr N 2 QUALM' CRITERIA C. Conco Pont.. Contact John Morgon (000)980-756138533. USE CL555 B SMIES .LE9 0.7 00 ORAWNG5 13 Ri 2i rarend elect. Home .o' "m.° n rvas conformance w101 meAoomurers . sONO,ED amER°nsMETO "'TM 13615. 999°9 3. WELDED WRE FABRIC SHALL CONFORM TO ASTAI Alf15. I OAOS 010000«ER 1 9/z N. A. Qualification GO Ferrous. Metals, To be Ilnlehed 00 00 Gash; Inst.. For the actual m Mal 05 �n: e r :h a nc. 4 Rx(ixCwrs) ces COMPRESSOR IH) SPLICES ellen be made for loab of skill on . port al . for me.O nleal bonding of suc.eeng Coat. Wash eurface el. non-ornonlated dean. Phone: so; ✓ Pa a" (AIO( 739-5050 .. Icm a .... 5 COMPRESSION DOWEL T. 22 BAR DIAMETERS 301E mnc ND 99055 x ca sr an 0501 q me. 0010 mr Oleo (( l m ..` woos /azpn dog 000 3rd coat D.kn.x Ittrx dc.. txrr. (izoe NNMUM a t ai colacRE04,9... xcLES ETc f.m 0) (UOT)IIA ,. N 0 V f 0 nl P 8 1999 JUN Bun.0 NG DIVISION e 4(1 00 a � Xa GREENBERGORRO 'Y ARCH ITECTUR , E N N,E ER YN PLANN,ING': 151 RED 00100 AVE'NUE'.. EA O E x00 2 F 0 9270' FACE Y 0 /25/25 9. 9.0500... FAX 14/25 9.5480: cox ..T )R� assn "m x 0.1 5.■0■■ CIA COIN Issue =Dean OAR DESCRIPTION 3 8 99 MST PLAN CHECK RUH UAL 3'95 • . .. Menuott mom, .. N0. DAR manna 108 PLAN 0000 COARE 0/05/03007080001)0000005550 2 DAWN I6 ;AR ©i3 J*5lL) a w(tf8SR d1DQCa nonsocEE WASH N010H I' fIM1E.1 fPOT (SA;4N ,. AIME NUWIE0 4705 /I i'a.rn .C�O� 1,111 m SH.B4OOXING x 1 x.3/18 CATE FRAME SCALE: 3/4' -1' -0' SCME:1 1/2'.1•-OR g. TO BOTTOM OF GATE • ELEVATION — DOUBLE LEAF — METAL SERVICE GATE / AT 000.0. iw.SA.uP_OST MIL PICKETS MESH TO MATCH EAR, — x 3/16 GATE SECTION — GATE SILL SCALE 1 1/Y -1' -0 {u g m it °, FIREATIT PICKETS STEEE ISKOST RIF P1 OUTSIDE EXTERIOR OEM. PUSTFA (mWS MARiES SLAB - (SEE S,RGG1. 0205) EXIST ASPHALT PAYING 0 0in .r06200 O/0 0 G ui O =1x O FRONT VIEW (SEE aucT 025) iciAS WAIT om) ^ 105 MAX e 1/104.0 ,'L ■� \ €Ill � 1 1 4 1WI� ._II @I 1 x`17'1 FENCE DETAIL SCALE 3/4'>•1' -0' EL TUBE FRAME SCALE 3' gru 'DE LARGE EQUIPMENT Lan., 0200 4,.1/1"12. 1�4•r I /cp sTEEE BOTTOM °r R120 1 42040 x I/4' STEEL ANGEE z 3/4 x 1 1r2 x I STEEE FRAME 110 0 /8 a 46005 BOTTOM OF OUTSIDE WtsTrosT PATCH ASPHALT TO MATCH EAST. CONCRETE //0.0 o / 005020 O SIOE VIEW DETAIL — PADLOCK SCALE: 3/4' -1' -0' (00 5 05000 0 LARGE EQUIPMENT (5 0 505000 020. PILASTER DETAIL GROUTE CAP FOOTING 1 CT 020 GATE AND FENCE NOTES: R. NOT USED. 3. NOT USED. ALL DELOS ARE GROUNO SMOOTH PRIMED PRIOR TO COATING APPLICATOR. I/O CLEARANCE 5. JAMB SILL CONDITIONS BETWEEN GATE LEAF AND SUPPORTING FRAMES. ANY I /O a SHALL EXCEEDING 055 Drs AT ODNER/ARCHNECT DIRECTOR. 6. FENCE OORDIN TFABRICATOR/INSTALLER ALL HARDWARE RAUZR MUST ACCESSORIES PRIOR TO nox/ INSTALLATON 6z MAKE ADJUSTMENTS FOR HARDWARE TO OPERATE PROPERLY. T. in MiS.STEEL NEE FOR ALL GATE B. CAq DETAILS GO NOT SHOW OW Al HARDWARE REQUIRED; ERR OA tl. EARCE EWIPNENi S TORAGE AREA FENCE, 6EN000 0 GARDEN CENTER G ATE FRAMES, k 06511 SCALE 3/4' -1' -0' EE TRli . ow 5) JAW FOIIIPMFNT 11 / 'SLOPE MAX. PLAN —LARGE EQUIPMENT STORAGE WALLS NORTH GREEND A RC HAT ECT2 EN66 N!!ER1 I. P L>, N N L N; "d 15101 AE0'. H!L t 51106 53I5, 04.085,0A 0010E q( 418 9 qaf 1 77`/ 0'$ 0 CD ESCP 1 MR "_ r�GES�Ii i G. 1 /08/9 PUN 31(4 CO ATAYKTLEIVISS I IfT4:OT0 (2 0E001 USA 0100E NNIBE :47OS