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12-103556City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: CASEY, C. Project Address: 3113 SW 300TH PL Auilding - Single Family Permit #: 12 -103556 -00 -SF Inspection Request Line: (253) 835-3050 Parcel Number: 416710 0155 Project Description: NEW - Construction of 1,406 square foot single -story residence with a 297 square foot attached garage. Includes plumbing & mechanical. ***2 Bedrooms; $300,000 estimated selling price*** Owner Applican Contractor Lender CECELIA T CASEY JAY VOLZ T M POHLMAN CONSTRUCTION OWNER IS LENDER 321 FAIRFIELD AVE S 150 20455 1 STAVE NE SUITE F202 INC New / Additional Sq. Feet - Deck .......................... DEVON PA 19333 POULSBO WA 98370 TMPOHCIO97BT (6/21/14) Mechanical to be Included? .................................... Yes Occupancy # 1 - Class.............................................R-3 PO BOX 183 New / Additional Sq. Feet - Other.......................... 53 Plumbing to be Included? ....................................... es CARBANADO WA 98323 1756 Census Category: 101- New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load Basic Plan? ........................................................... Floor Areas . ft. 1,406 0 0 0 Additional Permit Information New / Additional Sq. Feet - 1 st Floor....................1406 New / Additional Sq. Feet - 2nd Floor ................... 0 New / Additional Sq. Feet - 3rd Floor....................0 Occupancy # 1 - Area (Sq. Feet) ............................. 1406 New / Additional Sq. Feet - Basement...................0 Basic Plan? ........................................................... No Occupancy #1 - Construction Type .......................Type V - B New / Additional Sq. Feet - Deck .......................... 0, New / Additional Sq. Feet - Garage .......................297 Mechanical to be Included? .................................... Yes Occupancy # 1 - Class.............................................R-3 New / Additional Sq. Feet - Other.......................... 53 Plumbing to be Included? ....................................... es New / Additional Sq. Feet - Total.......................... 1756 Occupancy # 1 - Use ............................................... Residence (1 or 2 Zoning Designation...............................................RS 7.2 family) Mechanical Fixtures Ducting ........................................... 1 Fans................................................ 3 Fireplace Inserts............................. 1 Furnaces ......................................... 1 Gas Piping ...................................... 1 Hot Water Tanks............................ 1 Plumbing Fixtures Bathtubs ......................................... 1 Dishwashers................................... 1 Laundry Washer Outlets ............... 2 Lavatories ....................................... 2 Showers.......................................... 1 Sinks............................................... 1 Water Closets ................................. 2 Hose Bibbs..................................... 2 1)Separate demolition permit required. CONDITIONS: FINALED tee• • CA" OF Federai Way PERMIT #: Project: THIS CARD IS TQ MAIN ON-SITE Construction Ingpection Record INSPECTION REQUESTS: (253) 835-3050 12 -103556 -00 -SF Address: 3113 SW 300TH PL CECELIA T CASEY FEDERAL WAY, WA 98023-2328 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. SWM Precon Site Mtg (4400) El Initial Erosion Control (4365) E] Footings/Setback (4110) Approved To be done prior to breaking ground Approved to place concrete By 1.Date .4% ^ By1714_Date/'- 2 7-13 By Date/,44) Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date _ Final - Plumbing (4075) Approved By Date — 6, c k 4r/'o c / 7' --co 9-t yv-`- —r--• P., Foundation Wall (4115) Drainage/Downspout (4040) Approved to install wall and By Ei Plumbing Groundwork (4190) Right of Way Approved 0 Approved to place concrete Approved to backfill Approved Approved to cover Date By Date Z3-� Byo'(S Date i_ �3 By Date Slab/Concrete Floor (4255) Underfloor Framing (4285) Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By � Date Z -13 By TCS Date Shear Walls (4245) Roof Sheathing (4220) Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved Bye Gc� Date 3-15-- / 3 Bys C <S Date Z_ Z -Q'( 3 By�'C S Date 0 Mechanical Rough -in (4165)Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test Approved By Date By Date By Date tA ., — , Interim Erosion Control (4370) Approved Prior to scheduling a Framing inspection; Electrical, Plumbing & Mechanical ❑ Rough -in and Cax�►�' By Date Fire/Draft Stop inspections must be signed -off and BY Date approved IBC 109.3.4 Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date _ Final - Plumbing (4075) Approved By Date — 6, c k 4r/'o c / 7' --co 9-t yv-`- —r--• P., Insulation (4150) Approved to install wall and By Date y Final - Building (4050) Right of Way Approved 0 Final - Mechanical (4065) Date---�Q—/ Approved By Date Gypsum Wallboard Nailing (4130) Approved to install mud & tape By Date _ Final - Plumbing (4075) Approved By Date — 6, c k 4r/'o c / 7' --co 9-t yv-`- —r--• P., Final Erosion Control (4375) Approved By Date Final - Building (4050) Right of Way Approved Approved y Date---�Q—/ By Date Rough Electrical Approved1:1 Final Electrical Approved Right of Way Approved By Date By Date By Date MDT ENGINEERIN 31403 4C Avenue South Auburn, WA 88001 253-8874725 md.thompson@earthlink.net Structural Calculations For the Ceil Casey Residence Federal Way, WA July 9, 2012 gevlloe�n:> I// P5 Building Official: Please accept this engineering packet only wfp iviet stamp and only for the site noted above. 4% 1 f T "9. r'1 4% '� PEPT EXPIRES Wednesday, June 261111111111111M f• ermit Issued on Friday, December 28, 2 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: �ytip, Date: City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building con.struction or use. This certificate is valid ONLY when endorsed bye staff. Tenant Name: CASEY, C. Address: 3113 SW 300TH PL Permit #: 12 -103556 -00 -SF Includes: # 1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load Floor Area (sq. ft.) 1,406 0 0 0 Owner Name: CECELIA T CASEY CECELIA T CASEY Owner Name: Owner Address: 321 FAIRFIELD AVE S 150 DEVON PA 19333 Building Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severiy affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner / occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which itis situated. Such compliance is the responsibility of the owner and / or occupant of the premises. kA I �i � II NII � Z�� � N I fid- r8 L J L -j t� J r �L•� i24x9/4 I. 807701"1 PLATE NAILING PER SHEAR WALL SCHEDULE 1. 1X STUD WALL 3. SIMPSON HOLDOWN PER PLAN, FILL ALL NAIL HOLES W/Ibd NAILS 4. EDGE NAILING a BOTTOM PLATE AND SILL PLATE 5. ANCHOR BOLTS SIZE AND SPACING PER SHEAR WALL SCHEDULE b. +4 REBAR 16" O.C. (VERTICAL) 1. •4 REBAR 10" O.0 (HORIZONTAL) 8. (2) 04 REBAR CONTINUOUS q, *y , W OOD AvUAcc ' IV ap"046 - 00 ieOL r-4° mu*.rr' � Tam p00Xlr::zvW--l-12 t- Nip - vw-& ALP -or Hvttv6 TOTOP. $HEAR WALL DETAIL iN lett V�V 3/4" SCALE r.ry I'-6" MIN. 6" MIN 4.6 RE • 4a T (ii M Cp x D -e N m LU-3 N EE. prn-p r Pry X11" r fTi n p 0 NN ur-' to • n rr-z n N � r r N r fTi • D�IIo D� 17.05► G.5' 5' I r V- • 2x8 RIDGE i SPAN) 2x6 RAFTER OVERFR411W3 OVERFRAMED RIDGE DETAIL, Val` 4/1112014 01, i. A ROOF -CEILING CONSTRUCTION TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/8=180) Check sources for availability of lumber in lengths greater than 20 feet. For Sl: i inch = 25.4 mm, I foot = 304.8 mm, 1 pound per square foot = 0.0479 kN/mz. a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below: N"R I Rafter Span Adjustment Factor 2/3 or greater DEAD LOAD = 10 Psi I DEAD LOAD = 20 psi 2x4 2x6 2.8 1 2.10 1 2x12 1 2x4 1 2.6 2x8 2x10 1 2.12 0.58 1/3 Maximum rafter spanse RAFTER SPACING {inches) SPECIES AND GRADE (feet - inches) (feet - inches) (feet - inches) (feet - Inches) (feet - Inches) (feet - inches) (feet - inches) I (feet - inches) (feet - Inches) (feet - Inches) where: HC = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. Douglas fir -larch SS 9-1 14-4 1.8-10 23-4 Note b 8-11 13-1 16-7 20-3 23-5 i Douglas fir -larch #1 8-7 18-0 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 1.9-6 Douglas fir -larch #2 i 11-9 14-10 18-2 21-0 6-11 1.0-2 12-10 15-8 i 18-3 Douglas fir -larch #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-1.0 13-9 Hem -fir SS Hem -fir #.1 Hem -fir #2 #3 8-7 8-4 7-:I1 13-6 12-3 11-7 8-10 17-10 15-6 1.4-8 11-3 22-9 18-11 17-10 13-8 Note b 21-11 20-9 i 8-7 7-3 6-10 5-3 12-10 10-7 10-0 16-3 13-5 12-8 19-10 16-4 15-6 23-0 19-0 17-11 24 Hem -fir Southern pine SS Southern pine #1 Southern pine #2 6-1 8-1.1. 8-9 8-7 1.4-1 13-9 12-3 18-6 17-9 15-10 23-8 21-1 18-11. 15-11 Note b 25-2 22-2 8-1.1 8-3 7-5 7-8 1.4-1 12-3 10-8 9-9 18-6 15-4 13-9 11-10 22-11 18-3 16-5 13-9 Note b 21-9 19-3 Southern pine #3 6-5 9-6 12-1 14-4 17-1 5-7 8-3 10-6 12-5 14-9 Spruce -pine -fir SS 8-5 ! 13-3 17-5 21-8 25-2 8-4 12-2 15-4 18-9 21-9 Spruce -pine -fir #1 ( 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 1 15-8 18-3 Spruce -gine -fit #2 8-0 11-9 14-10 18-2 21-0 6-11 j 10-2 12-10 15-8 18-3 Spruce -gine -fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9 Check sources for availability of lumber in lengths greater than 20 feet. For Sl: i inch = 25.4 mm, I foot = 304.8 mm, 1 pound per square foot = 0.0479 kN/mz. a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below: N"R I Rafter Span Adjustment Factor 2/3 or greater 0.50 1/2 0.58 1/3 0.67 l/4 0.76 1/5 0.83 1/6 0.90 1/7.5 and less 1.00 where: HC = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. HR = Ifeight of roof ridge measured vertically above the top of the rafter support walls. b. Span exceeds 26 feet in length. A REEEIVEUO Federal waYAUG 0 2 202 PERMIT COMMUNITY DEVELOPMENT SERVICES 253www.citt�federa(wm�.c YPLICATION OF ED6� CDS / - /0 3 as - L SF F CO ME PL DE EN FP SITE ADDRESS SUITE/UNIT # '3w3 & W 3co"' q.A.c .- PROJECT VALUATION ZONING ASSESSOR'S TAE/PARCEL # $ 2001 e00 Rs qt2 4- t (o q 1 c? TYPE OF PERMIT ABUILDING *XLUMBING X -MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT (Tenant Name/Homeoumer Last Name) + , S e� CAE, C ��. PROJECT DESCRIPTION STX-UCT Detailed description of work to - A- be included on this permit only PROPERTY OWNER NAME CA� PRDfARY PHONE & id - �o?J -4 MAB]NG ADDRESS s - K MAIL CITY STeTE Zw k NAME PHONE MAUMG ADDRESS F N"" CON- TRACTOR CITY STATE ZIP FAX WA STATE CONT ACTOW'S LICENSE t EBPIIiATiOP DATE FEDERAL WAY BUSINESS LICENSE # NAME nPHOONE into- 3S5 - MAEUNGADDRESS 'z"- Fii0 E -MAB. j 3 voiZC coYKC.%ct, NCt APPLICANT CITY STATE ZIP 9 3�0 FAX PROJECT CONTACT M�OL2- PHONE Mie individual to receive and MABnrG ADDREW E -MAB, respond to all correspondence concerning this application) -� CITY STATE ZIP FAX TB CONTACT NAME. O GAS PHONE 2;3-f-23h� E -MAD. PROJECT FINANCING NAIM OWNER -FINANCED Required value of $5.000 or more MAILING ADDRESS, CrIY. STATE. ZIP PHONE (RCW 19.27.095) I certify under penalty R(pedury that I am the property owner or authorized agent of the property owner. I certVy that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the irtformation supplied to the city as apart of this application. SIGNATURE: A DATE PRINT NAME: Bulletin #100 - January 1, 2011 Page 1 of 3 k:\Handouts\Permit Application PLUMING FST W" Indicate holo many of each type of fixture to be installed or relocated as part of this project Do not include existing furh ices to remain. BATHTUBS (o TLb/sbow<r combo) LAVS (Hand swss) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS �_ SINKS auta../Utlllty) WATER HEATERS (El ctM L HOSE BIBBS SUMPS WASHING MACHINES TOTAL FI%TORES GENERAL INFORMATION MECHANICAL Ftp URES VALUE OF MECHAIIACAL WORK $ j700 (a copy of bid or estimate must be provided) Indicate holo many of each type of jbd ure to be installed or relocated as part of this project Do not include existing jixhues to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (comm w) BOILERS + FURNACES �_ HOT WATER TANKS (Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING �_ GAS PIPING WOODSTOVES PLUMING FST W" Indicate holo many of each type of fixture to be installed or relocated as part of this project Do not include existing furh ices to remain. BATHTUBS (o TLb/sbow<r combo) LAVS (Hand swss) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS �_ SINKS auta../Utlllty) WATER HEATERS (El ctM L HOSE BIBBS SUMPS WASHING MACHINES TOTAL FI%TORES GENERAL INFORMATION CRMCALL AREAS ON PROPERTY? ®ATER PURVEYOR SEWER PORVEYOR VALUE OF EZ n 1NG DWROVEMENTS -go 'Y`� f6,Tf � I_Ay_ V"'*EtA $ 117010co MUST[NG/PREVIOUS USE I.OT SIM an Sq-- Feet) EXISTING FIRE SPRMIMER SYST=[? PROPOSED FIRE SUPPRESSION SYSTEM? r yam„ [sr -V— '14-g Y 2 ❑ YesA No ❑ Yes No RFsmENTLAL COMMERCM - NEWlAMMON - NEw OR Add moN Area urea Feet AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT Q ADDICTION FIRST FLOOR (or Mobile Home) COMMERCUL - REMODANT SECOND FLOOR 4 Area arra Feet cy Group(s) in SqTOTAL COVERED ENTRY Additional Information BUHMINGs DECK v% TENANT AREA ONLY GARAGE �K, CARPORT ❑ - OTHER {describe) Area Totals FROPOSM a TMw 1-4-550 gp� **za IBalm OWLp� ESTIMATED SELLING PRICE $ M—of Qv I # OF BEDROOMS Bulletin #100 -January 1, 2011 Page 2 of 3 k:\Handouts\Permit Application COMMERCM - NEWlAMMON AREA DESCRIPTION Area urea Feet Occupancy Group(s) Construction TypeS # ofIn Additional Information NEW BUHMnrG ADDICTION COMMERCUL - REMODANT IMPROVEMENTS AREA DESCRIPTION Area arra Feet cy Group(s) in SqTOTAL Construction TypeStories Additional Information BUHMINGs TENANT AREA ONLY PRojzcT AREA ONL Bulletin #100 -January 1, 2011 Page 2 of 3 k:\Handouts\Permit Application EXTENT GRADING CLEAR N, RO KER TM ESb BOL 5 5 I I YI I kk I I I I P I I, w GENERAL NOTES STONE VENEERED EXISTNG HOII6E WALL - TV E255 BN15033 STONE VENEERED WOOD WALL WALL - TN15358 BW 51.45 EXISTING CONCRETE DECK 645 11®, ExISTMG ROCKERY E%:STING ROCKERY \ 161 Il0 10ID YID � \ IRE 5310 F/E 5031 PAVE45D CANT: PrATIOi --gI Ropr \,. -RD \ PROPERTY LINE 6303' DEMO EXISTING BALDING HOUSE � FOOTPRINT NEW HOUSE STONE FN RR vNM'eERED� EL. 53.19 ' \ E �G -/E. i \ 1 \ STONE REE V3lEE WALL -TAU 515 NEW CEN DS E 3R1VSUAY EXI6TNG GRAVEL STONE YCNEERED EXtENT Cr __T WALL - iNi 5458 GRAD- d AN BAU 53.1 C! EARIN IF �T ¢�v. AS \ 1mm��\\{ . EASEMI SITE AND,(�T]E)SC PLAN NN 0 5 10 10 40 LEGEN G NEW GAC HE J_ IF E rW E M1_W J E Q 11.1 I SF i I TC .: --) JRrA f2A 4ACF RCICN D6F. OW , 11 NEW TESC NOTES INSTALL &LT FE,I S Ur FFXAAL WAY DARD6- IC A G. 1 P -1 YQ ASJR_5 6 A 1- FE -PV IED 70 1-T I 57jRE=-AREA5. E7 FA ' L 3 6 D15I,RBF AFFA 6 R `10RE D 5 CVE ..... C F v 0. 1TR4D A ..V E6". h D., C E ..O 5 5 E THE D -\L JR\C ANF4.THE N `i \RN_ROSIIA CON"RCL ^"EASJRES ?-Tcc�E LG: <.\"_- Cc4�lT'A.04 TO IRCJ. _-:JAT NO STATER` LEAPS kE 51-E \IF EXISTINri \ -:ALTANN \ \ OAD PROJECT PROJECT & CODE INFORMATION DIRECTORY rC F0i 9 CAN 41W',NOS 02 ",R T G/ 0'.1 V4 AL 'I A A\J AORI(MANSi P SHAL BR Ol A A\ t D OR F P NNC PA G€� lll� ]0211NG BUILDItY HEIGHT FR E (.-I' NDQRE55 2 RE'- lOJS L ALS SAY _ u L^ AT PAR 0� :HE RR,,,GS CF ,NF 'FIR TIN JA.E D AC C2.ANC= Or COI E F; P0,1,1 SY LI06.10 OFF � 7. 1- R512 ABE A &OFF 31s 6, Coot, PI. HUT '+AI HF II2\11_. I L ,,,.,. (,IJS h ..E -" OCCUR CnVEP_ R., G lATFR 2OFI „ -I A]RINGS AND Al ^R WTL , - - -' LOT AREA: 94592 51. B 5123 FEDERA'_:LAY, WA 98023 AND 3. CDNII F„ 0' SI PL 1 1 F .J1 SIT, WN,'1 JI S AND LOCATON AND H C, IS A LC\ -CV [RT PF'. 1 OF I-.00-'IJG S dC' EATFI_� CH' L G L D_SGS.F',¢y G 53.58 D!SPO_I 7. „ XIS'NC III S NON-" TI I_FT OF ANY UNDFP "JAL NARv 'EAR AN) .,: G .. R A 'E 0 ., I t0 :EAR_ FROV LOTS 3 AVD ?, 3_OCK ':0, SETBACKS D 5310 OWNER DISCI P NCI S ANC CO NOT RCCE.D V!-, \ ,1A__ WORK UNTIL CAT OF ACC P -A CL, TO 37 I,P�LI \'1D 3" 1N WAIF A\' -4KOT4 ., V:51 ON NO. 2, FRONTS 20` E 5310 CEIL GA5EY 'ik'_AOA(SiL;-DC 1%/,=OA.D:NCt lll- 1P4 -:CABLE (,'ODES. CON ]IUOI OF`Yl`\�hIMC„I.F-RS 1'1/43 ,N Fes: M_OF ACCORD SY TC'I-iE PLAT THEREOF REAR: 20 F 53,10 371 NO, FAIRFIELD RD. HER[ CONI I, J' ;J .,L 1, ti METHOD OF ..AJDAADS 07 ACCEP'I'AIDS 0 MrP,LTC PRC..6C -NAC-CR „ U I CNF FE N, VO UHE 22 OF PATS, SIDES: 5' G 53.10 DEVON, PA 19333 145T/. ATI T J2 4AlLAIP , 'CI LC DD \D .i1DAL Dit E%C t] THE OWN_R '�4 F ALP. S_'CAIRL �IMUi: 1 0, OPP CN 1.D 'A,' TNAVCE PAGE 3-RFSIFN OF KING CO.LNTY, N 53.10 610-681-5069 RF I4FVFN O. AWS .,R CNDI ,VCFS, T A P1 I;AKF `S`F,_ SHA -1- YARFAI L AND OU' RA.k EEE_ FOR A- L EC„IP I N' IV:,",C.11 IN ITS 'wA \'G_ll J 53.10 GONE 2N C114Y ARCT CT OF ALL TO _ '.C'S. COV 2A;T_ A „ TT �CRT.OR OF LO' 5, K 5113 ARCHITECT v. AL, N„,. \Shl TiAJ 3F ,. TFE-IICHES .Ju 1 TY AND I V ACCOl i ANGE 12 °R.CR'000 FARE CASON OF U\ I RIA -SOH ..LII NT D-,ORD-RIPIG E..,.CK O=1NG 50UTHWEStERLY 57631 /10=5263 JAY VOLZ 1'fi-111,L "AKJ-ACIUR-p S SI L" C. TONS t S E„C CN'S AND l[COFI'JENDATIONS OF M.ANU ,CT'�RED ITEMS, R_SP.'„ I lE SUB -CC\ „�I L" SJVP_LR OF H \ -NIS ERLY LNE OF - = 5293 ABE. 20615 iERAS6E DR NW f\ R 11 --'ATN 0"tRP JCl OJU A_ 31 LDG� AN PPC) IO 2FtVINCS 0. MANUFACTURE SC. ',,^,R f'_r 'N L J-:ASTE,ZY +- MAX ALLOWED BLDGFIT: 82b3 P "` 5 O, NA 99310 rCCONAT RL N REST CCE T f A":J\R S F H FI LJIN, INDUSTRY. 3Y J\= f ARCHITECT. 'G A R I-- THAT PORTION (30' ALLOWED) 2O 5 .63 fi CN` A SH CGOR \AIE \ LLArCN EC PI 73 D C 1.1if C\ 21C:CR IS RESPONSIBLE FOR LIC NS.D TESTING r.ND. ': <TE KOtA .AULEVARD F'RJP05ED BLDG Ht: 6833 c.,ncas:jet 2ND S MILAN WIuD_D IN h CC\TRACT F tE, LY ] R R DDIR_D P A P T FAY 41ZARDOUS MATERIALS CISTURBEC 4DJ UNG L iS s AN.; 4, IT PON E45T e:" THE REFER TO ELEVATIpN5 C R A E 0? INSTALLATION BY iP O\ R4 „2. 1Al I li' JI-SIONS, YECJ I: N OR BACK N„ A, OCu-OKN C US'J PAR -71 -'NS PRIOR CURING S RIr(. AND 'Et+ANAIlON. OF CEN N -L 3 EWILDWG AREA SNEER G N ` ER NG 10 S IF, OF K^ S PRO G ROTI-v,E TERLT TOTAL CONDITIONED FLOOR AREA 1405:9 SF. o A.:TI- AVE 5 C'IRTNA T'1R N/ R= C 13 FOR l J \ A.TO 7 DCTION .,ND \ R ., 2 `; OF THE SOL14LE6� " LNC OF LOT 4 GARAC-E FLOOR AREA: 29191. LE;JRV WG 5001 C \T - CHELLE A F S TCF f RAP CP ST L -0N ]O LM VO N,_ JI2L QRS Af LCA31 C C F IO,R 01 = ,,, T A, ).. PRO...G C NO¢THI4E5_ERLT. LOT COVERAGE / IMPERAM5 SURFACE6 O\ e5�-gg -6115 r:NY pl AI IJ 01 nC1 IF I ND 2�=1 D CF Til= PRO T E GR O LOT COVERAGE ALLOUAED: 60% -e tnftnet - F F'.' I PF I,',' A;31 - consTR ION OF NEW HOUSE/GARAGE: 22235 SF. ' O 2„4 SI C 3 I„ n \ 2 ACI � PMENT OR ',R"'Ill', 5U "' RE5.DENCE (INCLUDES ROOF LINE) ( M N 1 Z) -A'S P S J3 C TRACTOR OR SJ FI R S ALR'S DATA FOR Hr FEW _ WI - 4 4cIEG G'F'GE PAil06 AND DRIVEWAY: 554.7 SF. (EXCLUDES AREA INCLUDED ABOVE: BYOVIrtER AND ARCHITECT. - NEW GRAVEL DRIVEWAT: 4$tD SF. 1D. PROTECT ALL NONCGMPA7IBLE MATERIALS FROM GALVANIC ACTION. EXISTING GRAVEL ROAD: 5055 SF. TOTAL IMF'ERVIOU5 5URFACE: 40139 SF. 43% CODES A__ G \STRZ TON 6F ALL ...,V OR`1 TO FIFE FOL OU \I 2009 IN^L. AESD NTI4_CODE W/ 5 -AT- .2:DE A".ENDTO 2009 WA, 5TA N=EL" COJE DRAWING R I RENDERING R-2 RENDERING R-3 RENDERING A1.1 _OCR PLAN A22 RO'r PLAN A3.. '_ENATIONS A37 '_VATIONS A419 G ION6 A51 UINI < DOOR SCHEDULES A61 DETAILS 51 5 R". :RIRAL NOTES, SHEAR WA_L P -AN d SCHEDULE 525 RUCTURAL DETAILS 53 9TR'JCTURAL DETAILS 54 FOUNDATION' t MAIN FLOOR RAMIN - PLA\ 55 RCCF FRAMING- F -AN