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97-101274q7 -e0/a n y CITY OF F=EDERAL WAY .„ PERMIT NO: BLD97-0215 33530 First Way South �f .��,.u. !G .. N. �°°'��I.";;,.�'�aP1I I�' ISSUED: 04/24/97 Federal Way, WA 98003 Building :Inspection Requests 661.-4140 BY: FC2 661-4000 EXPIRES: 10/21/97 ADDRESS:711 SW 350TH CT NO.: 132174-0720 PROJECT DESCRIPTION : NSF W/PLUMBING AND MECHANICAL. CAMPUS HIGHLANDS, DIV. 5, LOT #72 p= OWNER =====___________ _______________________________===4= CONTRACTOR QUADRANT CORPORATION QUADRANT CORPORATION, THE #0 HE STH ST SUITE 500 11100 HE 8TH ,A ERAL WAY WA 98009 BELLEVUE WA 98009 206-455-2900 646-8373 455-2900 QUADRC*221OF LENDER====== QUADRANT CORP xs# CONTRACTORS, PLEASE USE LOCATION CODE 1732 WHEN REPORTING SALES TAX FOR PROJECTS WITHIN THE CITY OF FEDERAL MAY. TAX RATE : 8.2% :ts BLD?:X MEC?:X PLM?:X TYPE OF WORK:NEW USE:RES CENSUS CATEGORY ..... :101 OCCUPANCY GROUP ---------- :R3 :U1 :? :? TYPE OF CONSTRUCTION ----- :5N :5N :? :? OCCUPANT LOAD ------------ 0: 0: 0: 0: ISL TYPES.:GAS ? GAS PIPING.: 45 ft FURN<100K..: 1 GAS HNT....: 1 CONV BURNER: 0 BBQ......... 1 GAS DRYER..: 1 RANGE....... 1 GAS LOGS...: 1 PERMITS EXPIRE 180 I CERTIFY THAT THE OWNER OR AGENT FLR--EXIST--PROP--- 1ST.: 0: 1059:sf 2ND.: 0: 952:sf 3RD.: 0: O:sf OTHR: 0: O:sf BSMT: 0: O:sf DECK: 0: 180:sf GAR.: 0: 793:sf TOIL: 0: 2984:sf FANS......,.... 6 HOOD........... 1 DUCT WORK.....: 0 WOOD STOVES...: 0 FURN>100K.....: 0 MISC........... 0 AIR HANDLING UNITS <:10,000 CFM: 0 > 10,000 CFM: 0 DWELLING UNITS: 1 STORIES......... 2 HEIGHT.....: 0.00 ft VALUATION ---------- EXIST..$: 0 PROP ... $: 153117 RECEIVED.:04/14/91 BOILERS/COMPRESSORS 0-3 HP....... 0 3-15 HP...... 0 15-30 HP....: 0 30-50 HP....: 0 5+ HP........ 0 FUEL TANKS --------- ABOVE GROUND: 0 UNDERGROUND.: 0 COMP PLAN.........:URBA REQUIRED PARKING..: 3 REQUIRED SETBACKS ------- FRONT ......... . 20.00 ft SIDE........... 5.00 ft REAR........... 5.00:ft SPRINKLERS?......:? HAZARD CLASS...:? FIRE FLOW....: 0 gpm WATER SERVICE..:FED SEWER SERVICE..:FED IMPERV SURFACE: 0 sf SENSITIVE AREAS?.:N WATER CLOSETS......: 3 URINALS...,....: 0 BATH TUBS........,.: 2 DRINKING FOUNT.: 0 SHOWERS ............. 2 SUMPS........... 0 LAVATORIES.........: 4 UAC BREAKERS...: 0 SINKS ............... 2 DRAINS.......... 1 DISH WASHERS.....,.: 1 LAWN SPRINKLERS: 0 ELEC WTR HEATERS...: 0 OTHER FIXTURES.: 0 LAUN WSHR OUTLTS...: 1 FEES: PLAN CHECK FEE $ 529.43 FINAL PLAN CHECK ... $ $ 9,10 BUILDING PERMIT....* $ 828.50 Mechanical Permit* $ 90.00 PLUMBING FIXT.... 93* $ 112.00 PUB WKS PLCK(SF)..93 $ 80.00 SCH IMPACT (SFR) $ 1707.00 SBCC SURCHARGE.....* $ 4.50 TOTAL FEES $ 3360.53 ER ISSUANCE IF 10 WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE. [ON FURNI ED E AND CORRECT TO THE BEST OF MY KNOWLEDGE AND TWE APPL C BLE CITY OF FEDERAL WAY REQUIREMENTS WILL BE NET. L DATE _ f FMW «*.1* �M*0-1-,, G � �- � � PLEASE PR/NT i 40 C ty of Federal Wa Ee- �rE� APPLICATION FOR BUILDING PER 7 G,Vi Ji IRALWAY C APP iLL)/kN #DEPS LD ( C, 7 1 SITE. LOCATIONAddress 1 _ Tenant (if known) Lot # Assessor's Tax # C}�'1' -7z 132174-0 140 Building Owner Name Address Quadrant Corporation 11100 NE 8th Street, Suite 500 FNet, Bellevue state WA Zip 98009 Phone - raofwork kNew Sin le-Famil Residential AP.PLICANT.......: Name lF,M,U Quadrant Corporation Address 11100 NE 8th Street, Suite 500 City Bellevue state WA izip 98009 Contact Person Day Phone Other Phone Fax Katrina Toole 206 646-8373 206)455-2900 (206646-8363 _._ BUIL,DiNG CO1 tTRACT.OR Company Name Quadrant Corporation Address 11100 NE 8th Street, Suite 500 CityE!vijp state WA Zip 98009 Contact Person Katrina Toole 'M� 646-8373 N)646-8363 Contractor's # (c rd be resented) Expjratj�o� D9ate Verified R7 Yes ❑ No .ARCHXTECT ..: Name - Robert Galarneau & Assoc. - Address 19529 8th Avenue, NW City Seattle State WA izip Contact Person Katrina Toole W!646-8373 1 '�b6-646-8363 LEGAL DESCRIPTION Campus Highlands Division 5 Lot �4 Please Complete Reverse Side C00492 (Rev 41931 AP.PLICANT.......: Name lF,M,U Quadrant Corporation Address 11100 NE 8th Street, Suite 500 City Bellevue state WA izip 98009 Contact Person Day Phone Other Phone Fax Katrina Toole 206 646-8373 206)455-2900 (206646-8363 _._ BUIL,DiNG CO1 tTRACT.OR Company Name Quadrant Corporation Address 11100 NE 8th Street, Suite 500 CityE!vijp state WA Zip 98009 Contact Person Katrina Toole 'M� 646-8373 N)646-8363 Contractor's # (c rd be resented) Expjratj�o� D9ate Verified R7 Yes ❑ No .ARCHXTECT ..: Name - Robert Galarneau & Assoc. - Address 19529 8th Avenue, NW City Seattle State WA izip Contact Person Katrina Toole W!646-8373 1 '�b6-646-8363 LEGAL DESCRIPTION Campus Highlands Division 5 Lot �4 Please Complete Reverse Side C00492 (Rev 41931 _._ BUIL,DiNG CO1 tTRACT.OR Company Name Quadrant Corporation Address 11100 NE 8th Street, Suite 500 CityE!vijp state WA Zip 98009 Contact Person Katrina Toole 'M� 646-8373 N)646-8363 Contractor's # (c rd be resented) Expjratj�o� D9ate Verified R7 Yes ❑ No .ARCHXTECT ..: Name - Robert Galarneau & Assoc. - Address 19529 8th Avenue, NW City Seattle State WA izip Contact Person Katrina Toole W!646-8373 1 '�b6-646-8363 LEGAL DESCRIPTION Campus Highlands Division 5 Lot �4 Please Complete Reverse Side C00492 (Rev 41931 .ARCHXTECT ..: Name - Robert Galarneau & Assoc. - Address 19529 8th Avenue, NW City Seattle State WA izip Contact Person Katrina Toole W!646-8373 1 '�b6-646-8363 LEGAL DESCRIPTION Campus Highlands Division 5 Lot �4 Please Complete Reverse Side C00492 (Rev 41931 LEGAL DESCRIPTION Campus Highlands Division 5 Lot �4 Please Complete Reverse Side C00492 (Rev 41931 $ TRVCTI= < Existing Use City Kirkland state WA Permit includes: Building MX Plumbing F (n6) 889-0630 Type of Work: )U Residential )a New ❑ Remodel 2 ❑ Commercial ❑ Addition ❑ Garage Lavatories Enter 1st Floor 105) sq ft 2nd Floor `)_5 sq ft 3rd Floor —"' sq ft Drains1 Tbtal.FiFxture.Count.__,. Area Basement ---- sq ft Decks sq ft Garage 1a,_sq ft Boilers --- Water Availability M( Sewer Availability Y@ On -Site Septic System Availability ❑ Conv Burner Zoning SFR I Lot Size 72)_1 -7 c,C' Name N/A Proposed Use Single -Family Res—. U. Mechanical ❑ Other ❑ Number of Units _ ❑ Deck ❑ Shed ❑ Other Existing Floor Area ---- sq ft Proposed Total Area Z9'72 sq ft Address City I State I zip hCFiANICAICONTRACTOR :..:.-- Contractor Name Pacific Heating Address 825 Seventh Avenue City Kirkland state WA Zip 98033 Contact Bill Lockman hone 206) 889-9345 F (n6) 889-0630 License # PACI FHA09306 Expiration Date Verified ❑ Yes ❑ No PLUA11B CONTRACTOR Contractor Name Peltram Plumbing Address 1714 South 341st Place W-8 j City Federal Way State WA zip 98003 Contact Karel Peltram Phone 206 838-4067 Fax License # PELTRP 15TR7 rExpiration Date Verified ❑ Yes ❑ No PLUIIIN 1?IXTITRE CO1N�`...: Water Closets 3 Sinks ,� Urinals --- Lawn Sprinklers --- Bathtubs 2 Dish Washers 1 Drinking Fountains - -- Other --- Showers 2 Electric Water Heaters Unit Heater --- Sumps --- Lavatories --- Washing Machine 1 Drains1 Tbtal.FiFxture.Count.__,. ME CAV UNIT. COUNT Fuel Type (electric/other) Gas Gas Dryer 1 Air Handling < = 10,000 CFM 15-30 Tons Length of Gas Piping 45 Range 1 Air Handling > = 10,000 CFM 30-50 Tons Furn <100K BTUs Gas Log Unit Heater --- 50+ Tons Furn >I 00 BTUs --- Fans 6 Miscellaneous - -- Fuel Tanks Gas Hwt 1 Hood Boilers --- Above Ground Conv Burner Duct Work - -- 0-3 Tons --- Underground BBQ's ' Wood Stoves --- 3-15 Tons Total U* nit Count l� DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge and further that I am authorized by the owner of the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the City of Federal Way, but only where such claim arises out of the reliance of the City, including its officers and employees, upon the accuracy of the information supplied to the City as a part of this application. , Owner/Agent: ,%� / ! �U Date: 4 — (4'c-22 0 w CENTURY ENGINEERS CORPORATION PROJECT ENGINEERING SERVICE TEAMS 80 NW ALDER PLACE ISSAQUAH WASHINGTON 98027-3245 206-557-7840 FAX: 557-6430 April 30,1996 winword2/kingco file: CEC96342 DEVELOPMENT/ENVIRONMENTAL SERVICES DEPARTMENTS KING COUNTY 3600 136TH PL SE BELLEVUE WA 98006-1400 RE: REVISION FOR BASIC PLAN 94B00282 QUADRANT CORPORATION HOUSE PLAN 2221 MODEL A B C To Building Officials; Enclosed are design revisions for the Basic Plan submitted previously. The design revisions involve construction materials only, with no building alternation as: 1. Employ 1/2" plywood or OSB roof sheathing in lieu of lx spaced sheathing per UBC Table 23 -I -J-1 and eliminate gypsum wallboard ceiling diaphragm, see framing details on sheet S 1 enclosed. 2. Use drywall screw as a alternative fastener at gypsum wallboard shear walls per ICBO Evaluation Report 1874, see shear wall schedule on sheet S 1. 3. At all spread footings, change reinforced concrete to plain concrete per UBC 1923.10.3 exception. The revisions included the alternatives for each model and are engineered based on the following code requirements and design criteria as: 1. 1994 Uniform Building Codes, Design Standards and ICBO Evaluation Reports; 2. Wall Bracing Test Report 156 and Research Report 151 by American Plywood Association; 3. Basic Wind Speed assigned at 80 MPH, Exposure B; 4. Seismic Zone Factor of 3 and Site Soil Type S2; 5. Roof Snow Loads assigned at 25 PSF; 6. Allowable Foundation Pressure assumed at 2000 PSF with field verification. These revisions are submitted for the use of King County Building Department's review and approval of Basic Plans only, and not for review and approval of building permit on any specific site. Century Engineers Corporation will submit a certification letter addressing the conformance of each specific plan's design criteria to the design requirements of a specific site or multiple sites, when building permit applications are submitted or processed. Century Engineers Corporation and its design professionals are not liable for any use without a certification letter from us, nor for any misinterpretation of the engineering requirements that are determined by site conditions of a specific site. We trust that this su�Tn es the information required for revisions. Please call if you have any questions. Sincerely, ITa 17. C" Ted T. Chen, PE c/c: Mark Gray, Quadrant Corporation Clayton O'Brien-Smitli, GGLO Architects 7-7b IYU(Y 41-0 0 0 CENTURY ENGINEERS CORPORA►TIGIN PROTECT ENGINEERING SERVICE TEAMS 80 NW ALDER PLACE ISSAQUAH WASHINtiTON 98027-3245 206-557-7840 FAX, 557-6430 February 19, 1996 file: winword2\kingS PROJECT NO. CF -C95060 BUILDING SERVICES DIVISION KING COUNTY DDES DEPARTMENT 3600 136TH PL SE BBLLEVUE WA. 98006-1400 RE: REVISIONS OF FOUR QUADRANT CORPORATIONS HOUSE PLANS - 22212222 2225 AND 2230 To Building Officials; In accordance with the field change request from Quadrant Corporation, we have reviewed and revised the goof diaphragm construction based on the use of horizontal wood structural panels in lieu of the gypsum wallboard ceiling diaphragm. According to UBC Table 23-1-J-1, wood structural panels that including CDX plywood and Oriented Strand Board work as horizontal diaphragms in the lateral loads -resisting system. By employing this type of roof sheathing, the following blocking and nailing can be eliminated from the original design as: 1. Detail 1/S 1 Exterior Shear Wall, Interior blocking and it's nail -B and C. 2. Detail 2/SI-Gypsum Ceiling Diaphragm, the whole detail is eliminated. 3. Detail 3/S I -Exterior Shear Wall, Interior blocking and it's nail -B and C. 4. Detail 5/S 1 -Lower Roof Section, Interior blocking and it's nail -A and B. As revisions for the Basic Plans submitted previously, This alternation is submitted for the use of King County Building Services Division's review and approval of Basic Plans only, and not for review approval of building permit on any specific site. Century Engineers Corporation will submit a certification letter addressing the conformance of each specific plWs design criteria to the design requirements of a specific site or multiple sites, when building permit applications are submitted or processed. Century Engineers Corporation and its design. professionals are not liable for any use without a certification letter from us, mor for any misinterpretation of the site conditions that are related to the structural forces and design criteria as specified for the house plans submitted. We trust that the engineering revisions provide the information requested. For safer buildings and better constructions, we all work together. Please call if you have any questions. Sincerely, yed 17. Com, Ted T. Chen, PE c/c: Tamara Schroeder, Quadrant Corporation Clayton O'brien-Smith/ Jim Williamson, GGLO Architects EXPIRES. 11S „ �., 1% CENTURY ENG.AERS CORPORATIOI, 9 PROJECT ENGINEERING SERVICE TEAMS 80 NW ALDER PLACE ISSAQUAH WASHINGTON 98027-3245 206-557-7840 FAX: 557-6430 March 21, 1996 winword2\federa 11 file: cec96309 COMMUNITY DEVELOPMENT SERVICES DEPARTMENT CITY OF FEDERAL WAY 33530 IST WAYS FEDERAL WAY WA 98003-6210 RE: SINGLE FAMILY HOUSES/ QUADRANT CORPORATION HOUSE PLAN 2221 AT LOT 29, 30, 52 THROUGH 78, 88 AND 89, FOR TOTAL OF 31 LOTS CAMPUS HIGHLANDS SUBDIVISION 5, FEDERAL WAY, WASHINGTON To Building Officials; In accordance with the building permit requirements, we have prepared the lateral loads -resisting analyses and beam calculations based on the following code requirements assigned and design conditions assumed as: 1. 1994 Uniform Building Codes and Standards, and ICBG Evaluation Reports; 2. Wall Bracing Test Report 156 and Research Report 151 by American Plywood Association; 3. Basic Wind Speed assigned at 80 MPH, Exposure B; 4. Seismic Zone Factor of 3 and Site Soil Type assigned at S2; 5. Roof Snow Loads assigned at 25 PSF; 6. Allowable Foundation Pressure assumed at 2000 PSF with field verification by others. The analyses and calculations are limited for the use of the building sites named hereon. If this house plan to be built at different sites or the site subsoil conditions encountered during construction are different from the assumptions assigned, Century Engineers should be informed at once so that the design criteria and analyses/designs can be revised for the building code compliance. The analysis/design set contains the following information as enclosed: Lateral Loads -Resisting Calculations of 7 pages ; Beam calculations of 3 pages; Shear wall/Holdown designs implemented on the house plans sheet 4 through 6. We trust that the engineering analyses and calculations provide the information requested. For safer buildings and better constructions, we all work together. Please call if you have any questions. Sincerely, 17a 17. 0" Ted T. Chen, PE c/c: Tamara Schroeder, Quadrant Corporation Clayton O'brien-Smith, GGLO Architects r -I L-A CENTURY ENGINEERS CORPOKATION Project Engineering Service Teams 80 NW ALDER PLACE ISSAQUAH WASHINGTON 98027-3245 TEL: 206-557-7840 FAX: 206-557-6430 0 JOB NO. CEC95031/Plan 2221 SHEET NO. 1 • OF DESIGN: SKT DATE 95/7/28 CHECK: DATE SUBJECT: FLOOR AREA CALCULATION: UBC 1994 CHAPTER Z = 16 DIVISION III 0.3 Importance Factor I = 1 Vibration Coefficient LOCATION ROOF LEVEL X Y AREA X UPPER Y AREA �.X Y AREA MAIN 53 44 2332 51 42 2142 0 NORTH 10 -8.5 -85 10 -8.5 -85 0 SOUTH 6 -20 -120 6 -20 -120 0 EAST 213 -1 -213 303 -1 -303 0 WEST 14.25 -5.5 -78 14.25 -5.5 -78 0 LOW ROOF 0 0 0 2 42 84 0 LOW ROOF 3 -GARAGE 0 0 0 550 1 550 0 I 1 0 1 1 0 0 SEISMIC DEAD LOAD 01 35614 35614 0 0 0 81557 MOMENT = HEIGHT X DL 01 35614 0 0 SUM: 367540 1836 21901 0 EARTHQUAKE DESIGN PER Seismic Zone Factor UBC 1994 CHAPTER Z = 16 DIVISION III 0.3 Importance Factor I = 1 Vibration Coefficient C = 2.75 Lateral System Coefficient Rw = 6 AT E -W DIRECTION Lateral System Coefficient Rw = 6 AT N -S DIRECTION V = (Z I C / Rw) SEISMIC DEAD LOAD EAST EARTHQUAKE LOADS CALCULATION: X Y AREA MAIN 45 36.5 1642.5 NORTH 10 -8.5 -85 SOUTH 54 -1 -54 EAST 12 -11 -132 WEST 11.85 -5 -59.25 GARAGE 754 1 754 SUM: 0 UPPER WALL 2066.25 EARTHQUAKE LOADS CALCULATION: ROOF LEVEL LOAD AT LEVEL UPPER 62% 6978 FLOOR WEIGHT 15 1836 27534 12 2190 26276 0 0 0 FIREPLACE 1 300 300 1 300 300 0 UPPER WALL 5 1556 7780 5 1556 7780 0 MAIN WALL 0 0 0 5 1313 6565 0 LOW ROOF 0 01 0 31 634 1902 0 MASONRY WALL 01 L 01 0 120 26 3120 0 I 1 0 1 1 0 0 SEISMIC DEAD LOAD 35614 35614 45943 81557 0 81557 MOMENT = HEIGHT X DL 17 35614 605444 8 45943 367540 0 0 E -W DIRECTION LOAD AT LEVEL 0.1375 62% 6978 0.1375 38% 4236 0.1375 0% 0 E -W DIRECTION SPAN W, PLF SPAN W, PLF SPAN W, PLF DESIGN LOADS 42 166 6978 46 92 11214 N/A 11214 N -S DIRECTION LOAD AT LEVEL 0.1375 62% 6978 0.1375 38% 4236 0.1375 00/0 0 1 N -S DIRECTION SPAN W, PLF SPAN W, PLF SPAN W, PLF DESIGN LOADS 51 137 6978 66 64 11214 N/A 11214 NOTES: i. ALL UNITS ARE IN FOOT AND POUND. n -st h ;3 50-A— F i t Way Soul- 1`oder al WaY, Wf) 98001 661 -4000 11"AYILI) I NG PERMIT 1rv;pc_ict.Jon Requests C-61 4"LAJO !3W 1350T11 C'f NO.: 1'32174-0720 PROJECT DEc_,CRIP1 ION - NSF W/PLUMBING AND MECHANICAL, CAMPUS HIGHLANDS, DIV. 5, LOT 172 OWNER—..0 ..:-,:Mi...................; ................... CONTRACTOR ........... LENDER QUADRANT CORPORATION QUADRANT CORPORATION, THE QUADRANT (OPP 11100 HE 8TH ST SUITE 500 11100 HE 8TH FEDERAL WAY WA 98009 BELLEVUE WA 98009 206-.455-2900 M BLD?:X MEC?:X PLM?:X TYPE Of WORK:HEW USE:RES CENSUS (ATEGORY.....:101 OCCUPANCY GROUP---------. :P3 ROUP---------- :F3 :01 :? :? IYPI OF CONSTRUCTION—— :5N :511 :? :? OCCUPANT LOAD ------ 0: 0: 0: 0: FUEL TYPES.:GAS ? GAS PIPING.: 45 ft FUR#<IOOK..: I GAS HWT._: I CONY BURNER: 0 BOO_ ..... : 1. GAS UYER..: I RANGE....... I GAS LOGS...: I 646-8373 455-2900 PERMIT NO: BLD97--0215 ISSULD: 04/214/97 13Y: F C2 L,XPIRE>: 10/21/9-/ IT` , " -- , ".. , I . . . 7 ACT Oh, SALES TAX f41I PMECTS V11911 Iff CITY Of FIEDIRAt WAY. TAX RAI( - 8.21 US ............................................................ ......... FLR -LX P PLAN., ..:URBA FEES: IS!.: '01- a- 1059:SfL' kA PLAN CHECK Fff 529.43 H1 rjqnt PLAN CHECK_, S9.10 UA PERMIT....x $ 828.50 ST et anical Permit* I . ..... 00 P -.00 ff WATER SERVICE..:FED PLUMBING FIXT..L.93* t 112,00 A SEVER SERVICE..:FED PUB NtS PLCK(Sf)..93 80.00 J 5.00:ft ........... D.:04 71,14-1-111", SCH IMPACT (SFR) 1707.00 IMPERV SURFACE: 0 sf SENSITIVE AREAS?. -H SO(( SURCHARGE ..... 4.50 FANS..........: 6 ROILERS/(ONPRESSORS WATER CLOSETS......: 3 URINALS........: 0 TOTAL FEES HND_ ........ 1 0-3 0 BATH TUB'S........... 2 DRINKING FOUNT.: 0 DUCT WORK.....: 0 3-15 Hp.....: 0 SHOWERS ........ SUMPS........... 0 WOOD STOVES...: 0 15-30 Hp. ... : 0 LAVATORIES......,.,.: 4 VA( BREAKERS,..: 0 fORN)IOOK.....: 0 30-50 HP....: 0 tiffs .............. 2 DRAINS,......... 1. NISC ....0 51 Hp. ...... : 0 DISH WASHERS.,.....: I LAWN SPRINKLERS: 0 AIR HANDLING UNITS FUEL TARKS__._ ELEC WT9 HEATERS.,.: 0 OTHER FIXTURES.: 0 110'000 CFM: 0 ABOVE GROUND. 0 LAUN WSHR QUILTS...: I ) IO'No CFK: 0 UNDERGROUND.: 0 $ 3360.53 M.:::. v-.-- v a, _'; Ii.... . . =-...7 --.1 -., . : .— " t.' : , .Mi — , - _' _ ', - �'. 1 ...... _'' Mi ZM.. ...:.`L' .... ..x pfulls EXPIRE 180 DAYS POIR ISSUANCE,,IF WORK IS STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER 9AI1 Of ISSUANCE. I (FRIO THAT IN, 1 1 AND (MI(I To THE IKSI W NY KNE1101.111GI, AND Ir AP coati. ' CITY Of tcotpolt WAY RE011IRtNtIols Wilt rw NET OWNfR AF AGIN! FIELD COPY CDO193 seta it 81, & FOOTINGS f Date � By 71FOUNDATION.:....MALLS ...... ......... .......... .................._... _ .................................................................................. __ ___... Date #—- PLt3NIB1NCtp QlipUNL1rW Date By UNDERFLOOR FRAMING Date -- By SHEAR WALLS Date — By PLUMBING ROUGWIN Date By .................................................................... ........................................................... GA'S PIPING ........ . Date y MECHANICAL ROUG".4k Date y _............ MECHANICAL (OTHER) Date By FRAMING — Dateu:: y 7 INSULATION Date By GWB - 1ST LAYER Date; ate �y B GWB - 2ND LAYER Date By SUSPENDED CEILING Date By PLAINNING FINAL' Date By ENGINEERI.N FINAL Date By FIRE FINAL Date By BUILDING FINAL Date By OTHER Date By OTHER Date By CDO193