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2006, 07-10 Permit App 06002288 Carport, Shop, Roof, Siding, StorageProject Number: 06002288 Inv: / Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 6X15 carport add24x24 SHOP, NEW ROOF & Contact: T K ENTERPRIZE SIDING, STORAGE ABOVE SHOP Address: PO BOX 18181 C - S - Z: SPOKANE, WA 99228 Setbacks: Front Left: Right: Rear: Phone: (509) 465-9094 Group Name: je Site Information: _ _ Project Name: Plat Key: Name. Range District: West Parcel Number: 35232.1313 SiteAddress: 4917 E 2ND AVE Location:: CSV Zoning: 'UR-7 Water District: Block: Lot: Urban Residential-7 Area: 6,750 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Owner: Name: ROSE, DOUGLAS E Address: 4021 S SKYVIEW DR SPOKANEVALLEY , WA 99203 Hold: fl Depth: 0 Right Of Way (ft): 0 Date: 7/10/2006 Page 1 of 2 Review Building Plan Review Released By: Originally Released: 7/10/2006 By: TMELBOU Landuse/Zoning/FIE Conditions Released By: Sewer Review Permits: Originally Released: 6/13/2006 By: MBASINGE Released By: Operator: AMB Printed By: AMB Print Date: 7/10/2006 Project Number: 06002288 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: TRAVIS YOUNG Address: PO BOX 18181 SPOKANE, WA 99208 Description Grp Type GAR WOOD U-1 VB Building Permit Date: 7/10/2006 Page 2 of 2 Firm: T K ENTERPRIZE Phone: (509) 465-9094 This Application: Total Project: Notes Sq Ft Valuation Sq Ft Valuation estimate 0 $30,000.00 0 $30,000.00 Totals: 0 Item Description Units Unit Desc RESIDENTIAL PERMIT FEE 1 SELECT ACCESSORY PLANS REVIEW 1 SELECT WSBC SURCHARGE 1 SELECT $30,000.00 0 $30,000.00 Fee Amount $441.75 $110.44 $4.50 Permit Total Fees: $556.69 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $556.69 $556.69 $0.00 $556.69 $556.69 $556.69 $0.00 $556.69 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 7/10/2006 Project Number: 06002288 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24x24 SHOP, NEW ROOF & SIDING, STORAGE ABOVE SHOP Date: 6/12/2006 Page 1 of 2 act: T K ENTERPRIZE 1- (pX/ J 4( JUT. 4�I TkpAddtress: PO BOX 18181 C - S - Z: SPOKANE, WA 99228 Setbacks: Front Left: Right: Rear: Phone: (509) 465-9094 Group Name: Site Information: Project Name: Plat Key: Name: Range District: West Parcel Number: 35232.1313 SiteAddress: 4917 E 2ND AVE Location:: CSV Zoning: UR-7 Water District: Block: Lot: Urban Residential-7 Area: 6,750 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Owner: Name: ROSE, DOUGLAS E Address: 4021 S SKYVIEW DR SPOKANEVALLEY, WA 99203 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: '—iv` 1/ ( O / 0 Landuse/Zoning/HE Conditions Released By: Sewer Review Released By: Permits: -- Contractor: TRAVIS YOUNG Address: PO BOX 18181 SPOKANE, WA 99208 Building Permit -r ' `e,., Firm: T K ENTERPRIZE`�'114 EA�44/ Phone: 509 465-9094 U4�� 9M h<i +• Operator: AMB Printed By: AMB Print Date: 6/12/2006 Sp kane� Valley Community Development rerrnn L,cn>_cr 11707 E Sprague Ave, Suitt 1 Spokane Valley, WA 992 (509)588-0036 FAX: www.spokanevallev.ore Residential Construction Permit Application SITE ADDRESS JUN 1 L 0037 1 1 New Constn ctkog Accessory Bldg I Addition/Remodel n Deck ❑ Other: ASSESSORS PARCEL NO: 3, 31); i r 3 /3 LEGAL DESCRIPTION: FT.- i - ' ; r_• :.ii,7 ,•>_'. r , 1y=, ' :' •'1= :cl:�'=",'^t?j',L1'c:'-„._ -1 -GG:]iuildngppUwauer � .)'r, . 'r�r ... �-�� �. `yy���t:�. lev Y'iF��.:�-+m ",Ys..� :'� �u. Y� r�.lr L-�y'U r.,�� �':�+ ..._ +,.. ..I.i . �lh.i•� 1, �S �i ��ihN.lr✓�^+:lt4. Name: Itot,tc, k0 St, Address: �5/ 7 City: Cj ty6 State:t`^rf 644 ' I" Zip: Phone: J Fax: Cp`iac erson.l w, i« tiL --t:3=4;: _- Name:—1-7Z641c4 Phone: 4/65'— 'TO 41 Dec e the scope o �(/4/ -�- OM. C I �r• '`a for%�:. �.+ _ , yam, .I LName:lfY� ; CL1 j-,0„-?1 i i2,z, 1Y�% Address: �a� if L( ( City: SQd `(-- State: (/lIN__ Zip: ?? 24 Phone: g IG �� cf Fax C/' r r 0 $/". Contractor Lic No - City Business Lic. No: 0 0/ '( a ei 7 work detail: c Co t of Project: $ 8b1:<- v,e/41 Alor ,r/e/r r4VPq fl y s4 41"-j1 '4- pa I a ea *** ******************* HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2N" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: G GE SQ. FTG: I -f-- 5 7/ DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCT ON TY E: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed_ Signature Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/25/2DDS D. Check Date ❑ Mastercard ❑ VISA Expires: VIN#: Sttonkane 11707 E Sprague Ave Suite 106 ♦ Spokane Paley WA 99206 509.921.1DD0 ♦ Fax 509.921-1003 ♦ cityha[L@spokanevafley.org Residential Plan Submittal Minimums D Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. 0 Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ _ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor. Dimension to scale (minimum 1/8"), and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. O All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. o Smoke detector locations ❑ 22" X SO" attic access location . 0 18' X 24" crawl space an-ece: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details o Roof framing plan and details ❑ Furnace and hot water heater location. . ❑ All header locations: type, size, and connections O Foundation plan ❑ Insulation information Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Topic Index Contact Info Safety Claims Et Insurance Workplace Rights Trades & Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version General/Specialty Contractor A business registered as a construction contractor with L&i to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License TKENTKE948JG Licensee Name T K ENTERPRIZE Licensee Type CONSTRUCTION CONTRACTOR UBI 601464979 Verify_Workers Comp Premium. Status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 PO BOX 18181 Address 2 City SPOKANE County SPOKANE State WA Zip 99208 Phone 5092309290 Status ACTIVE Specialty 1 CARPENTRY/FRAMING Specialty 2 CONCRETE Effective Date 4/7/2006 Expiration Date 4/7/2008 Suspend Date Separation Date Parent Company Previous License TSCON_077KS. Next License Associated License https://fortress.wa.gov/lni/bbip/Detail.aspx?License=TKENTKE948JG 6/12/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of 2 Business -Owner information Name Role Effective Date Expiration Date YOUNG, TRAVIS OWNER 04/07/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 PLATTE RIVER INS CO 41064038 04/07/2006 Until Cancelled $6,000.00 04/07/2006 Savings Information No Matching Information Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date #1 NATIONWIDE MUTUAL INS CO ACPGL07502189003 04/07/2006 04/07/2007 $300,000.00 04/07/2006 Summons / Complaints Information No Matching Information Start a New Search Printer FrierLdly Version About LEI I Find a job at LEI 1 Informacion en espanot 1 Site Feedback 1-800-547-8367 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement I Privacy and security statement I Intended use/external content policy Staff only link Visit access.wa.gov https://fortress.wa.gov/lni/bbip/Detail.aspx?License=TKENTKE948JG 6/12/2006 50 "jd 75-3 JUL 07,2006 08:26A TK Enterprizeo GENERAL CONTRACTOR Commercial - Realdentlal - Steel - Wood - Concrete July 7.2006 Mr. Tom Melbourne City of Spokane Valley, WA RE: Addition on 2nd Tom, E CG I} E JUL 0 i 2006 ► li ri r' 'ET' �1 Here are the documents you have requested. Could you please contact me as soon as possible, as I need to schedule a foundation inspection ASAP? OFFICE: 509-230-9290 FAX 509-465-9072 page 1 JUL 07 2006 10:10 PAGE.01 JUL 07,2006 08:26A SUL-10'f-GILUO k?J=UG L-MNLCL L. Wi-nacKc,r'.c. Jk?7 44d bJCG page 2 WAMBEKE ENGINEERING 2913 East 61' Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com July 7, 2008 Mr. Travis Young TK ENTERPRIZE P.O.Box 18181 Spokane, WA 99228 SUBJECT: 24' X 24' STUD FRAME BUILDING WITH 2'6) FLOOR FOR TODDY PROJECT, SPOKANE VALLEY. WA Dear Travis: You have sold this stud frame building to Mr. Toddy and intend to erect it using the standard stud frame building plans I have prepared for TK Enterprize. This building Is designed for 30 PSF roof live (snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C, IBC 2003 and 2,000 PSF allowable soil bearing pressure. As I understand your design, you intend to platform frame this building with 2nd floor joists resting on top the first floor walls, which is perfectly acceptable. The total toad on the foundation walls with this arrangement will be 1,240 pounds per lineal foot. The foundation wail and footing add 322 pounds to this number for a total of 1,562 PLF_ The footing is 16" wide, with a total pressure on the soil of 1,175 PSF, which Is less than the 2,000 PSF allowable soil bearing pressure used in the foundation design. The application of a second floor with the standard stud frame building plans is All member sizes will remain the same as shown on the plans. approved for construction. Please feel free to contact me if you have any additional questions about the design of this building. Sin rely. Daniel Wambeke, P.E. DW:dw JUL 07,2006 03:37A Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 509 448 65882 rUrAL P.01 page 1 JUL 07 2006 10:11 PAGE.02 JUL 07,2006 08:26A page 3 PURUN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL. ss — NOTES FOR LEAN TO CONNECTION DETAIL Si MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. S© TRUSS SUPPORT POST. 03/4' DIA. MACHINE BOLT 02' X 6' X 24' DF-L PROVIDE BLOCK EACH SIDE SS TYP, PURLIN. CO2' X 6' OR 2' X 8' EAVE GIRT S7 TYPICAL 8', 10' OR 12' BAYS (DFULL SIZE LEAN TO POST 16d NAILS 10 LEAN-TO RAFTERS •\. -- S4 (?) JUL 07 2006 10:11 PAGE.03 JUL 07,2006 08 27A 4° X 4" POST CO .D N N ° 2' X 2' BOTTOM RAIL TYPICAL STAIR DETAIL X 4' POST 2' X 4" MP RAIL 2' X 2° SLATS @ 5 1/2° O. C. y ES 12.29-200? I JUL 07 2006 10:11 5 1/2" 20'-0" TO 40'-0' OUT TO OUT OF BUILDING 30'-01 :PTO 100'-0' OUT TO OUT OF BUILDING 2" X 4' DF-L #2 PURLINS @ 24' ❑.C, FLAT MANUFACTURED WOOD TRUSSES SPACED @ 4'-0' D.C. 1- I I I I IIII I I I I I I I I III 1 I IIII 11 1 1 1 1 II N I I I I I I 1 MANUFACTUR -USSES ) I I ( I 1 O ti .' " N T ACTS A' 1 RI ISS: — — — — — — — __ N Q Nff 0' WALL HEIGHT 2" X 16 GAUGE STEEL STRAP OVER PURLINS 2 REQ'D EACH SIDE - NAIL TO EACH PURLIN WITH 10D NAIL BOO ' DOOR HEIGHT u 11 DOOR HEADER OV OPENINGDDOR PLAN VIEW & ROOF FRAMING PLAN MANUFACTURED TRUSSES 4'-0' MIN. 6'-0' TO 12'-0' PASS DOOR OPENING WINDOW HEADER WINDOW (3' TO 4' ( ' TO 6' \-1/2" DIA. X 10' A307 ANCHOR BOLTS @ 48' D.C. SIDEWALL FRAMING PLAN DOOR HEADER SIZES FOR STUD FRAME BUILDINGS 30 PSF & 40 PSF LIVE LOAD OVERHEAD DOORS - SIDEWALL & ENDWALL DOOR WIDTH FEET LIVE LOAD PSF HEADER SIZE DOOR WIDTH FEET LIVE LOAD PSF HEADER SIZE 6'-0' 30 3 - 2' X 8' DF-L #2 6'-0" 40 3 - 2' X 8' DF-L #2 8'-0' 30 3 - 2' X 10' DF-L #2 8'-0' 40 3 - 2' X 12' DF-L #2 10'-0" 30 4 - 2' X 12 DF-L #1 10'-0' 40 4 - 2" X 12' DF-L #2 121-0' 30 1 - 6" X 12' 3F-L #1 12'-0" 40 1 - 6' X 14' DF-L #1 14'-U" :3U 1 - b" X 12" ..JF -L #1 14'-O" 40 1 - 6" X 14" DF-L #1 PASS DOORS - SIDEWALL & ENDWALL 3'-0': 30 2 - 2' X 8' DF-L #2 3'-0" 40 2 - 2' X 8' DF-L #2 4'-0' 30 2 - 2' X 8' DF-L #2 4'-0' 40 2 - 2' X 8" DF-L #2 6'-0" 30 3 - 2' X 8 DF-L #2 6'-0' 40 . 3 - 2' X 8' DF-L #2 WINDOWS - SIDEWALL & ENDWALL 3'-0" °' 30 2 - 2" X 8' DF-L #2 3'-0" 40 2 - 2' X 8' DF-L #2 4'-0" 30 2 - 2' X 8" DF-L #2 4'-0' 40 2 - 2" X 8" DF-L #2 5'-0". 30 2 - 2" X 8 DF-L #2 5'-0" 40 2 - 2' X 8' DF-L #2 6'-0" 30. 3 - 2' X 8 DF-L #2 6'-0' 40 3 - 2" X 8' DF-L #2 p 4 Y. F:d `o. 5 1/2' 2' X 6' EAVE GIRT - TRUSS BLOCKING. NAIL WITH 4 - 16d NAILS 1' X 4' LET -IN BRACE, OR 2" X 16 GAUGE STEEL STRAP NAILED TO EACH STUD WITH 2 - 16d NAILS PER STUD 2 REQ'D EACH SIDE 4 Co 12 JJ� 61L1/2' DIA, X 10' A307 ANCHOR BOLTS @ 48' O.C. TYP. DOOR HEADER 7' TO 12' DOOR HEIGHT OVERHEAD GDOOR ' 6' TO 12' OPENING J 20'-0" TO 40'-0' SPANS Li X 4' LET -IN BRACE TYPICAL EACH CORNER ENDWALL FRAMING PLAN 12 DOUBLE 2' X 6' TOP PLATE 2' • X 6' TREATED BASE 2' X 4' TRUSS BOTTOM CHORD BRACING PER TRUSS MFR,T MANUFACTURED TRUSSES @ 48' O,C, 4" MIN, CONCRETE FLOOR 29 GA, MIN. STEEL ROOFING 1►000000uoo,►,►,►,►,►,►,►,►,►,►,►00000u000,►,►,►,►,►,►,►,►,►..o...►.►.►.►,►,►,►.►.►.►.►.. ►,►, .►G COMPACT BASE COURSE TYPICAL SECTION © TRUSS SCALE 3/8' = 1'-0' NOTE: IF BUILDING WALLS ARE SHEETED WITH PLYWOOD OR O.S.B. BOARD, GIRTS & DIAGONAL BRACING STRAPS MAY BE OMMITTED. LATERAL BRACING REQUIREMENTS WILL BE SATISFIED BY WALL SHEETING. SPECIFICATIONS: Structural design shall conform to the 2003 Edition of' the International Building Code (IBC 2003) & the 2003 Edition of the International Residential Code (IRC 2003). Design Loads: Roof (snow) live load 30 PSF or 40 PSF Seismic Design Category C Wind Speed 85 MPH, Exposure B Excavations & Backfill: Remove all rubbish, organic matter and deleterious material from the site. Place compact structural backfill in any over excavated footing areas. Foundations: Footing bearing pressures are limited to 2,000 PSF, Footings shall bear on undisturbed inorganic soil or well compacted structural fill capable of supporting the pressure indicated above) contractor & owner to verify prior to construction, Structural fill is defined as granular material with no more that 15% passing a #200 sieve. Place backfill in shallow lifts not exceeding 6' and compact to 95% Modified Proctor density. Concrete: Concrete shall attain a minimum compressive strength F'c = 2,500 psi at 28 days. Additions to the mix shall not bemade at the jobsite. Maximum slump 4") minimum slump 2', Concrete shall contain a minimum of' five bags Portland cement per cubic yard. Concrete shalt be formed, poured cured & finished according to Chapter 23 of the IBC. Reinforcing Steel: Deformed bars shalt conform to ASTM A615, Grade 40, Fy = 40,000 psi. Minimum concrete cover over bars for concrete in contact with the soil shall be 3'. All continuous bars shall maintain a minimum lap of 25 bar diameters. Stagger all laps in plan 24'. Anchor Botts: All anchor bolts shall conform to ASTM A307, Fv = 10,000 psi. Dimension Lumber: All dimension lumber shall be Douglas Fir -Larch #2 or better. Lumber shall be nailed in accordance with IBC Table 2304,9,E Plywood: Plywood shall be APA C-DX with exterior glue, -thickness as shown. APA rated wafer board or O.S.B. board of equal strength may be substituted for plywood. Connection Hardware: All connection hardware shall be Simpson Strong Tie or approved equal. Roofing & Siding: AR roofing & siding shalt be precision roll formed galvanized or galvalume, painted or bare. Raw material shall conform to ASTM A653 (SQ), Grade 80, Fy = 80,000 psi, 2' X 4' PURLINS FLAT @ 24" D.C. SIMPSDN H2 HURRICANE TIE 1 1" X 4' EAVE GIRT - ACTS AS TRUSS BLOCKING. NAIL TO TRUSSES WITH 3 - 16d NAILS 1' X 4" FLAT GIRTS @ 60' O.C. 29 GA. STEE PROTECTION AND OPENINGS BETWEEN DWELLING AND PRIVATE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR ❑ 1/2" GYP BOARD (RESIDENCE/ATTIC,' FLOOR/CEILING) 2)) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED DOORS. Daniel Wambeke, P. E. SIDING EXPIRES 12-29-2007 I NA,E3EKE ENGINEERING 2913 E. 61st Court Spokane, WA 99223 Te phone; 509-443-6186 Fax: 509-448-6582 a -Malt dwarnbekeemsn.corn STANDARD STUD FRAME BUILDINGS 20' TO 40' SPANS 30 PSF & 40 PSF I IVE I OAD TK ENTERPRISES P. O. BOX 18181 SPOKANE, WASHINGTON 99228 BY A `REV DW 8-15 ADDED BRACING, TRUSS BLOCKING DRAWN WAMBEKE DATE 5-17-06 DRAWING NO.1 TK ENT.STUD2003 REV. BY DATE DESCRIPTION OF CHANGE CHECKED PROJECT NO. 2006 SCALE'3/16' = 1'-0' SHEET' a.' PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS . • , v ; 1.,;\ 101,; PROTEQTIaAl4p.016's BETWEEN DWELLING AND PI Ai, -:GARAGE SHALL HAVE: *0 MATERIALS APPROVLUYOR oN6AbtiFt FIRE RESISTIVE CONSTRUCTION ON THE SDE 5/8" TYPE,"i(":GYP BOARp. (i-i ARCTABLE SPACE ABOVE) OR 0 ..1/2" GYP BOARNRESIOENCE/A IC; FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8, OR 20 MINUTE FIRE RATED DOORS. CITY COPY THIS BUILDING SUBJECT TO -FIELD INSPECTION CORRECTIO S _ .400 00 PUMICE =VAatt Division