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HomeMy WebLinkAboutPermit D2000-194 - FORHAN GARAGE - GARAGEFORMAN GARAGE 12070 44''" AV S EXPIRED SEP 10 2001 D2000 -194 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I'S PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1065 Address: 12010 44 AV S Suite No: Location: Category: NGAR Type: DEVPERM Zoning: LDR I;R315E 102304 Cont Type: Occupancy: Gas /Elec.: UBC: Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: Water: TUKWILA Sewer: SEATTLE Wetlands: Slopes: N Streams: Contractor License No:. Permit Center Authorized Signature: Signature: Print Name Name:,Zujig DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 02000 -194 ISSUED 07/19/2000 01/15/2001 PRIVATE GARAGE 1997 . 0 OCCUPANT FORHAM GARAGE Phone: 12010 44th AVE S, TUK.WILA WA 98178 OWNER MCPHERSON LOREN 12010 44TH S, SEATTLE WA 98178 CONTACT PAUL FORHAN Phone: 206- 762 -6217 12010 44th AVE 5, TUKWILA WA 98178 :A kck***********: k**********' k*• A'********•:k•k*kk•kk *A *k'k•k * ** ** AkAk' k* *k•k***•k•k'k•k* *•kkk*****•k•AA Permit Description: ADD A 1454 SO FT DETACHED GARAGE TO RESIDENCE *•k:k•k•k:Ar:k•A' *********** A*• k***A*********• k• k'**• k* kk*• kk****• k• k*: k*•. k• k*' k*• k: 4 :k•k•k * * *•k** **•k•k•k*•k•k•kk•k Construction Valuation: $ 32,715.00 PUBLIC WORKS PERMITS: *tWater Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: ize(in) 00 Flood Control Zone: ' Hauling: nd Time Land Altering: S Fill: Landscape Irrigation: Moving Oversized Load: Start Tine � Q ZQQ End "Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: k•k•k*** *•k * * * * ** *•k•k•k• **:k *** * **•k **:k* *k* **. *****• **** *k• ** *** * *:l•** ** ** ***** *** ** * *k** *•kkk TOTAL DEVELOPMENT PERMIT FEES: $ 783.38 k t• • k• k**• k* k*****• k*****• k* * *'k * *•k'k•k'kk* ** *'k*A**kA'k k*k *:k'k *A•k'k:k *•k•k•k***A **•k•g * Date: 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 war'. I am authorized to sign for and obtain this development perm Date: 1-j2-0000 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 inspection. D Jo 0 co o co w ; la d ` H =: z �l O ' z 0 - I- 11.1 w rz 11 0 w z. w N 0 z Address: 12010,44 AV S.. CITY OF TUKWILA Permit No: D2000-194 Suite: Tenant: Status: ISSUED Type: DEVPERM: Applied: 06/19/2000 Parcel if 334740-1065 . Issued: .07/19/2000 ***********************************A********** Permit Con di ti Ons .1. Mn changes will be made to the plans unless approved by the Engineer and the e. Engineered truss 'drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. All construction to be done in conformance with approved plans and requirements of the Uniform building Code (1997' Edition) as amended, Uniform Mechanical Code (1997 Edition); " arid, State Energy Code (1997 Edition). Notify the City of Tukwila Building Division prior to ,placing any concrete. This procedure is in addition to any requirements for special inspection. 5. All , Wood to remain in placed concrete shall be treated wood 6. Validity of Permit. The issuance of a permit or approval of .plans, specifications, and computations shall not be con- strued to he 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. 7. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (248-6630). C. All permits, insOection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. Project Name/Tenant: Type of work: I New Single - Family Residence .❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure 0 Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer )51P\ ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) V e of onstruc ion: Site Address: -- ;,�� City - ate /Zip: \ ����...r \,l 1..1C ° �::��',`7�1 ax Parcel N mber: _ 3 3 I/ 7 t � V � �� 0l� property Owner: p r...,-1\ r o (0-- r \,r Floor Area Ratio: (total floor area of all structures divided by the area of the lot) fire 7,5" c D Phone: ;' K.7',a) `"1 ( 1 ?..., (._c7. 1 -- 1 Street Address: 1'l,.o N 0 f*,) !- J Q . . 'T,_% 'T,_% \L i•) ` . i R , City State /Zip: 01' r _ ^ S C 1 - I f, Fax #: 1 , 't_�.11_01 1 L, ~1 - .095 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: c � . in Phone 0- /14/ a yY0 . Street Address: ^ � _ \ ( L i) u-- x Ith t ♦ City State /Zip: Fax #: Th'(1i)1\ )`C' Engineer: Phone: Street Address: City State /Zip: Fax #: Con t act Person: 7Av FoY�1.a.o Phone: (io(0) 1 (pa Lp?_\ Street Address: 17-010 "\ v +`- 4,1A._ o T .21c , 1-4 City State /Zip: ■.) G $ 1 ? Fax #: - 1 1p i - to $SST Description of work to be done: A / 1/ 5 , g- 7--0 �3i aen Cr 6 Type of work: I New Single - Family Residence .❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure 0 Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer )51P\ ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) — sq. `� ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) /yg ( sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) fire 7,5" c D *For an Accessory dwelling, provid the followi��: Lot area � area of principal dwelling /yF Floor area of accessory dwelling , " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single - Family Residential Permit Application CITY OF TUKI ALA Permit Center 6300 Southcenfer Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 Project Number: • Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANTREQUEST. FORPPUBLIC WORKS SITE/CIVIOPLARREVIEW OF THE, FOLLOWf . (Additional. reviews; shall be;determined by:fherP..ublic_Works Department),;;' ?. '.,Y: ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sewer Main Extension ❑ Water Main Extension ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Street Use O Private 0 Public O Private 0 Public Size(s)' Size(s): Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Da 4p-1 cti :% 6 Dat a canon -,000 Appl1 lion ayRls) PLEASE SIGN BACK OF APPLICATION FORM Size(s)• 0 Fill cubic yds. Z ~ • W CC O 0 0 0) J = t-- w 2 (n = = w Z = 1- O Z I- w w ca 0 O- O H w w I- H w Z U= O~ Z BUILDINGOWNER?OR' THORIZEDYAGENT: y Signaturot • Date: _ r Y v _ j� Print name: gyp✓ / r o 0...v. " - '' + Phone: (0 -i to 2- -l�l Fax 1 / - (9� Sot Address: IU 40/ 4' A✓ S c, City /State /Zip: To/._.3,'A ,) c18 ?" ALL SINGLE- FAMILY RESIDE T L PERMIT APPLICATIONS MUST : SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED L . A REGISTERED ARCHITECT OR PP.- .FESSIONAL ENGINEER MAY BE REQUIRED, BY THE BUILDING OFFICIAL ALL DRAWINGS. SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBM ED ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) in ❑ King County Health Department approval for septic - 296 -4722 ❑ Cr Four (4) sets of working drawings, which include: Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ �o Foundation plan and details ❑ ►� • Floor plan ❑ Roof plan ❑ Building elevations (all views) ❑ Er Building height ❑ �' Building cross - section /i. Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bull IngdOwner /Authorlied Agent 'If, the applicant is' other than the owner ,'registeredarchitect /engineer, or,contraotor'licensed by ahe State of Washington, a'notarized letter from the property owner authorizing: the agent to submit this permit application and obtain :the will be required'as part; of this.subrnittal. 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. z • w ce 6 J O 0 w w • 0 2 u- � w z �. 1—o w w w UC) o 0)_ � ww I Li. w z U = 0 z e)134 0712 97.I:.! TOTAL, t{76.55 t A •k A ; -1 A • A i. A• i. •1. . A k Ar d• A 4 A * A A• A I.• >• A A 4: A. >� A• A . A A A * !r rr A A a1 k 4- . k A k .�. �: k •A A• }• .I: A / it - A: A• A• 1: ] 'TY 0 1 *• f1K1 4a, )r Ft ' ��1�j I PI•I • • ksli1AAA•k!.A• *i•hA.•A•d-A•A• - A d>lA:*k•i• A:*•kkk AA+S•hA•k*+4+5/:A: fi fUAi4St4T;C: ►rug b � a 1t`.ak�)n;L.'b la� • i 47C.: 5 5 07/19/00 • I. '4 a ;3 _:� Fati�m'Fi�t: t < f t t � c ► d e C'1�E ` fi t : t-�; t: i c ri : PP. EC. TE;1 O.N PANT 3 : PF�r niit Ala ,. La'Ut;C Ty1)0 7, D.E.VPEPP1 DEV4.L.1)PPiEi'41' PEFZl1T P•ar.O 3 14u . 33:47.40 i 0 ti wa - `r�,itit ^ e� s a i7.A)1..0 -44 t4V r; Total 1`rirr: :'43a. 4?G.`.1,; T40t7;,1 ALL hats . 703,tE3 !)a•1acic(. .00 A ki• AA>; AAA-• kAA k A AA k' it- Ak A • /r Or*A *•A 1. >i Ai Fk 1 .•A kAA•AA at ofAA -IN a A :A• Ac`roun7t Code 1)ehcri p•t•i on 4lirtou,, 000/322..100 0111.I.1,43:NO FES 472 . 0r 0(:■0/386, 904 a•IAfF DUT.1_1).CNG f3U1ti'!•1;•',1t31 4 „5() � � W ' er w L Li w o: 2 tr. a F- w '; cY Z 0 ; O -' O i— w w FZ V L I Cr .Z' • z *A•ktnkA i•k *,5 *k:t *k:tk:k *kkkk + � 4 • :tk•tn ik•A * :{;t�kAAw+�* x.111 F TUK'.I� A WA 20 _ 191.1 1 F (, kk•Akh*:k�tkhk:4:k **Akkkkk* 'Ak* xt 4•khAA•k )st•h*\ 4kit:ti+r•k.%hkk4kt , / hA* PFtt4SMIT Number: R9800003 Amount: 306.83 06/19/ 00 09' Pitaroecit Method :. t 111 L3: NuuRL•ion: PRECISION PAINT In it: WLR Permit No: :�. D2000 .19 Type: l)EVPLP14 DEVtlf.OPMENF PLRMI T Par•te1.Not 334740- •3.0(35 ),ite Address: 12010 44 (3V S Total Fees 783.38 10 6 ( A L.L Pmts, :: 306 .8'3 nal anOeu 476.5'5 •h t ; 'k ;k at .k .A •A 4•, 1::t * •1•. k 11 {• " * *'t k " dr h * •k •" '" st •h '' •h I": * k'l 4" k !: 'M1 4. " 4 •1" * ' * " •N.• AcOnun•u '.Code I)escr •i pt 1t Ii (4maun•1 000/3'45 «8 30'::. P1..AN. CIiCCK RES 306.83 ?E+b 06 /20 /71.7 TOTAL 306.23 . Proj ct: ,, � Type of Inspe ion: Address: 120/0 114/ s - Date called: // / ■2-0/ Special instructions: Date wanted: /----0/ a.11 p.m. Requester: p/ Phone: 511 ' » / 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: \_ 3 j 0 $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: • cwt , ?fis�s:t�::::Pio�'t�,�:. i'�?ti}.d:�?�,`:4S`�' .w , . P t : hGv1w Type Qf I tion� a Nub G(/ Address: Y �/2 S ate cae p lld: I l ei S �i9/� pecial instructions: Date wanted: 11 do Requester: az a fr -.,.y Phone: 7 QC j y` INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: ( �)a t \;,A, • a p rri vor. [ •X ir UV' (.A., Inspector 4 Date: {' 1 — 00 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '^= �S-. o6SunAeiJJ. kiuf .�..tia.�6�ti$;It�a��t'Srt'k4iY N�;' 1t61 i�t59 '1+l�RMla+.bt�af;46aC[:rnvllfii P o ` ect: 17 a1r1 6 Y4c� pe of Ins�ction: in 5 hecr ()al 1 1, / Address: L /2-6/ O y l 4- C Date called: II pecial instructions: . Date wanted: II —/(D m ~ P.m. Rqq fester• fraLl I Phone: 789 � 'INSPECTION RECORD Main a copy with permit INSI1 TION NO. «� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y N-eo, A, Inspector.';) Date: t \ _ 00 $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: `�'�" -�" -.��� ° ` `'... iir cn.w... r+ 4PAattia�•> i::.' ieM► YL: e& �t� rdM 4dlY�d�7S�aY1AMAdhbwkli9�alYnlM Z U 0 co w w w O J co D '. .N O H = , 4- O `: Z �! Ili al 3 O 0 N o l- w O: t . .z • z L.■••*" INSPECTION RECORD Retain a copy with permit INSPECTIOttr. CITY OrtU BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431-3670 Project: 7 I f r,( ItY-% z4 Address: 1"2-C.:( Special instructions: Type of Inspection: s c( - r\ A't Yl Date called: Date wanted: - CL) a.m. P.m. COMMENTS: O'N •••••:?, Datis(? z5 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: I Date: Requester: (' Phone: , - /1 O IS Corrections required prior to approval. . • ' : C.) C.) 0 to 0 ui 0 g u_ < ,u) F. 0 z UJ D 0 a 0 u i IL 6 Z CU S 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 project: �- (7r ha (h C rc q Address: 1 't t ft\) Special instructions: FDL.)C r) C)---J 11: CO -A-t T of Insp ction: ) 1'007 NI tartkir (Ile called: Date wanted: l� -- F a.� Requester: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit p ','r PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: •1 • : cc W 'J V o 0i coo Ij , V W O g Q' o uj • � W' U 0 O N. O I- W r . IL •Z i O Z c ilit 1 1- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4 --- .�_.�- ZoO GAS t ALA t"; Go% ti1 4 sFP SEP 03° D7000 -19y 11-010 yy (AJt so. 4 11 14 ' 4v - S.; Q C. E XPiR E D , ozoa, RECEIVED CITY OF TUKWILA JUN 1 9 2000 PERMIT CENTER / 00 00,0 o.52- /23 /2,s 250 109 Go 000a o5eo 108 /50 00a D 5,0 I07 ' 106 Z / I05 • , cum /4c00' M4: 0555 &000w 103 /0000 ' 99 Qt90 /as /2,5000 96 0605' 95 /z5 /SO0o.0 93 o.a.�o /z,so'o 92 g O4.N. 91 /ZSoO p4d/ 90 89 GrtY**KIED to �` JUN 1 g 8 8 PERMIT CENTER 87 h24 h !Oa is 5 2" 10 12 13 : 14 r ,. • :.I 1 I7 • I 8 16 21 Z 13, 0"/ 01 Zoi. 9I eo 10 e /o 00 o Cl 07/ 1 r.0 d /i Loo /09 0 01 25, 000Z /0.50 =00 o7r5 25 40 /p °p o sZo� 07Z 26 1. " .c>E •Ei' % 0 .63tL 1.• z 0 . • n 127 to g63e1LI l2Ro 28 7$ \ r 2/ 128 29 Lor /4. p a /o , 6 / 37. o 5 1` Goy 12 6 , 6e. %4' 30 S . (e, i /n//E,e V /E-1 "A ye . ) 31 1-2./r 7765` Lor 20 1., 8 g94z 12 80 57 32 55• /10 56 Go7' /9 ea 4 1275 55 A. ‘or /7 LoT /G54 : /021 t � I Bi/ 53 Lor /s 52 �: jj /97� n /10 Lor /2 50 A 33 34 118T ° \ 50 2 . 3 4 5 6 +4259737555. I i LE RENT0 t METROS C A, IV PROPERTY PROFILE Parcel ID :334740 1085 .......... _---- __ , Owner :Forblan Paul E /Monike D Btdg. i Total :$91,000 CoOwner • Land :$41,000 Site Addr :12010 44Th Ave S Seattle 98178 Struct :$50,000 , Mail Addr :12010 44Th Ave S Seattle W 2e0 rrlp a 98178 rvd 2 5 Sale Date :03/31/1998 Doo# :1673 2Ot70 Tax :$511,,3 :3 7@.31 SalePrice 129,878 FULL Deed .00 Claim Phone Loan Amt P9, Use Code :101 RES,SINGLE FAMILY RESIDENCE glop, rid :625 El zoning : SR NbrhdCd :024002 Pop oesc • -- CENSUS -- Legal :BLK 5 LOT 45 THRU 10 HILLMANS Tract :263.00 .MEADOW GARDENS DIV # 1 E 90 FT Block :3 OSTR :NE 10 23N 04E PROPERTY CHARACTERISTICS Bedrooms :3 1st Floor SF :980 Year Built :1943 Bash Full :1 2nd Fluor SF Eff Year Bath 3/4 : Half Floor SF Bldg Matt : Bath 1/2 AboveGrnd SF .980 Bldg Cond : Other Rms : Bsrnnt Finished Bldg Grade :Fair Dining Rm : Bsmnt Total SF Interior Fireplace :1 Building SqFt '980 Wall Mall Deck : Lease SqFt Insulation : peckSgFt HeatSource ;Gas Laundry: Carport SqFt Heat Type :F!r\Wall Porch Garage Type Air Method : Pool Attached GrgSF: EletrioSvo Spa Detached OrgSF Wtr Source .Public Sauna Bsmnt ParkingS: Sewer Type:Public Stories : Basement Type Purpose Units Basement Grade Nuisance : LAND INFORMATION OTHER INFORMATION St Access • Lot SqFt :18,00D St Surface ;Paved Soundproof : Beach Ace : Lot Acres :.41 Tennis Storage ' WtrFront . Lot Shape : Elevator : Curb /Gutter: WtrFntLoc : Tde /Upino • Sprinklers : Sidewalk WtrFrntFT : Topogrprry : Securit : St Light :Yes OrourldCu• 'Even TopoProbd : Golf Adj VIEWS :Mountain: Lake /Rvr: Puget: City: Lk Wa/Sam: TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED LOAN TYPE :Mcpherson Loren :10,23/1985 1082 : :quit CIa . The I..Po:matlan Provided Is Deemed Reliat2e, but Is Not D 2oOO 1 9Lf 622 P02 JUN 12 ' 00 11: •99 Guaranteed. ■ RECEIVED CITY OF TUKWILA JUN 1 9 2000 PERMIT CENTER II : ti Q : Z Z H O Z t- 11 w U 0 O 0 I- W W! ".. Z 0 • 9803311678 QUIT CLAIM DEED PAUL FORHAN MONIKA FORHAN LOREN MCPHERSON 3747401065 ( Additional reference #'s on pigs Add► on:mi .lutes on ale m :rant ee(.) 11.dst name firer. Then rant ••r on. Inrnrtnannn 1. ASElIN(;TON STATE 1 1 at v. t' C ) n. pac 2 Reference Novel' Nurnber(b) of Documents assigned or r+ len sed: _ •_ of document first name and initials) M` PIN a>.c,t, • BEST ieCb, COpy ORDER'S Cover She t Ixcw •011 Document TI deb) (or transaction! cuntnlned therein) tall . trade applicable to %our document win be :shed uu of document first lame mad ttu4niel i 1 r—. Additional names online ofcooet trtertt Leal cicscriplion (abbreviated a.c lot. block. pl ;u or scclton. township. range/ I% � 1.•.J 1e+ 4.1' tyi1 1ci11.�a�ti me..)�a • C•.wa•r — 1 Adldluonol team id on pate of document. � ss')sor's Property Tax Pnreel /t�ccount Number _ ___� _ 11 3 74'0-1 • I04...5 _.ate _J -Assessor True A not vet .usitsnett 622 P03 JUN 12 'CEO 11:49 i P... L Tlmc .Auditor/Re :order will rely on the information provided on the form. The alaff will not read the document to vent;‘ lire Accuracy or cau►plclenest of the information provWpt herein ti A +4259737555 I.Io .TI TLE PENTON QUITCLAIM DEED VMS QUITCLAIM DPisl>. Stemmed this by of - , 19 by first party, ''r1O. P i ' t f r9w /) ' 4 ? c 1 /c'9 /1e1`3)f4 4 i.i( whets post °nitre address is 07 a t• / / S R 9 Ai f 4 1/:,, v1: -If (A1,4- 3 It, second pasty. I ' it' / 5 l t' #7,14, ✓ f /I ■∎;; A. / A ,9 I 7 � ` » r ? Ai fa.) whose y ou nIriceigl is /;a? c / e Xrelt %* .4 0 4 Se 5 7 //ti ,t,J•g r)fa• /7( 14 tw.., ►et -3 tSe -'~ % - -- e..-•? t 1 kt %t 14 t - +..a A. .. ?d W , /TNEI SICTI That the said first party. for good conridetounr and for t e - tttlAi Y a° ` Ovir finders (1 / p' ) paid by lh• said second pan'. MO receipt whereof is hereby acknnwledgad, does hereby remise, release and quitclaim unto the said second Fatly forever, all the right, title, inter - est and claim which the said first pony his In nod to the following described parcel or hind, and hnprovatrenls and appurtenances thereto in the County of Ac rrs p , Slats of ‘ , 4 ,1,q 4A rnr•,. A•01 to wit: f IN WITNRBH What&(, f. Mr said first pony has signed AM sealed shams pras.Ms the 4ey and year first t- LC) above written. Signed, scaled and delivered In presence of: - Signature of Witness Sigasture of t Party e � c ,� • Pint name of Witness i aims of Pins Puny a1rCA (2 . — ifs *C Signature of Witness S1,naMe Fint tarty, _ i Yr1:'!e�� Print nem* of Witness , Print of VIM piety Stem of L i • ' w w tir. County of f " a � ` � + * � M t: . On tom.+._.• -e a. lQ` �`�befnre me, C "Ale....2- ire -A L.. j �iri 1 i lilye. tppeuod 1.t•C4:M W�.c ,Ph o 'fib" Yv'. c'411c'c.. W...e.Y' 'Qt a O'�. •a. .,• •• personally known to me (or waved to ma on the basis of salitfeetnty evidence) to be the assorts) _'� ia6hSi`aubacrihed to the within Instrument and sekaoa lamed to me that he's executed 1 N ,ate lhr by hisryftiribgnrture(s) on the arms mnt Oar pets a r t ' • ,a entity upon behalf of which the pereon(e) I. tutecuted the instrument. ° • •., t . .... .,•• WITNESS my hand end nfiteiet seal. nee ti.6O$8O0 Milf21. 622 PO4 JLII•i 12 ' 00 11:49 Afilant , Known ucM ID ' Type of ID tw1 rile M rout Mira, requires • Wm it' lama. col on the bottom of this page at Mast dotted In.. (Seal) (Revlrw ttvp Si RAG IA4i V.n.a. sass.. rive w .1.110wris, d N, In I. as M.Y., .teas. woor.= siamy 1U Tat psi. umiak I %..tea . Mw,n II t.+ 4.. J.. A. ..ti M.-o A, rig s.pwr eat air 8•s. isms rtesm sit air alaNv sake or n p..rn,Mi... r .....any. ruins rr In.r d. .fa. newel Ar 111116000.111, of eras llama rr as Wad aM +popish I 451'.AIX alwgrtt..Mit . +:,.. ... ft CO U. W 0 , g a 3 . z a H =' Z Z O ar W la ' U c O N 0 I-- W W U lll o h— z New II G•w' 3 c » 01118 k j . ' " O i - ..V SEP 10 2001; These plans have been reviewed by the Public Works Department for conformance with current City stand.rds. Acceptance is subject to errors and om' which do not authorize violations of adopted Liandards or ordinances. The recpor,:ibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent ,approval. Final acceptance is subject to field inspection by the Public Works utilities nspector. Date: Moot Io Iggg By: SE 110 L t k \J E I c? DO 1 x.410 N H'4S I/' Beni) L.._ EXPIRE 1 ; xtp Vic10-) • • • l RECEIVED MAR 11 1998 ►- UE)L►C ,vc,AKs RECEIVED CI TY OF MAR 1 0 19 PERMIT CENTER 0 O' cnuI w 0 Q ' F_ . Z � o w ~ D o 0 I— I ui _ . 0 i r' ■ !I ! i I 4 lr cit i I I , • ' I • ! • r �: I E • 5 5 • i� . 1. ' ! _ I ,. i : . j ; I 1 1 .... 1 r- =- -- I . -- -;- -t • - -: • --- •: - - w. _ 1 1 f V ,:il• :& • I 1 I I r : i , I t 1 {1 1 i • r , , • _ • _ SE 1 s I 1 1 ' ' _ fi i 1 ti r, �: 1 I — ! i I I I I I. _43; t ;.. - 1- -I i ! — �✓ • i I r 1 1 r ! r ' 1 i I ! i • ly OF 7UK I LI - -: - -7•- -- � ; -} . �' __ . _ ___..... ......±_j11 1 : .. x .... 1 9 97 ' �.. .__. RMIT..GENT. • __ ' G__ r P. ! 1 I . r9� /F r i . . I b v - - _.__....... -1 UL U l I i ii ! - - 1 . --- : RCCEfMEQ— I • CITY OF TUKWILA j 1 ' .._.._ -.� I � . .vr s:•.m. u_.... i.u.. .nri.....rv+w'• r+...,T_. -.. I 1 1 ► 0 , ; 4 U ,i PERMIT NO.: 0000 114 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 0095 Footing Drains 00100 Foundation Footings (y "00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space [ 00400 Shear Wall Nailing 13'00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types Q" 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System Plan Reviewer: Permit Tech: ' ZED LI hl C N °T s ON S e.L;,,15 Z CONDITIONS 2 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment [v � 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof d 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co O 0022 Fire retardant treated wood shall have flame spread of [ ' 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected Q' 0025 All wood to remain in placed concrete shall be treated • 0026 All structural masonry shall be special inspected Ri 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit [' 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces a 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring – All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector O 0008 All high - strength bolting shall be special inspected 1:1 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Date: 7 - IZ - zoo() Date: 1 ' I1 ■CC) Z „ W. 0 U) W WO gQ — d. Z � I— O ' ; Z ILI III D co O W ' Z U — 0 ' li Z August 23, 2001 Mr. Paul Forhan 12010 44th Avenue South Tukwila, WA 98178 RE: Permit Status D2000 -194 12010 44th Avenue South Dear Mr. Forhan: In reviewing our current permit files, it appears that your permit for the addition of a 1,454 sq ft detached garage to the residence, issued on July 19, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Xc: Permit File No. 1)2000 -194 Duane Griffin, Building Official 6300 Soulhcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206 - 431.3665 z to �` uJ o } J; LL Q o �t O N, _SOH 0 ll! z ; fJ Ni 0 ; • z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: June 19, 2000 APPLICANT: Paul Forhan RE: Detached Garage & Bonus Room (1454 s.f.) ADDRESS: 12010 44th Avenue South Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. The proposed structure (consisting of a 960 s.f garage and 524 s.f. bonus room) may not be converted into a dwelling unit. Per TMC 18.10.030(2) (attached), a dwelling unit must be incorporated into the primary detached single - family residence and may not be more than 33% of the square footage of the primary residence or a maximum of 1,000 square feet (whichever is less). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 W ILL 2 MI C) 10 H; LIJ -- zi u W .) N ` 8. In case uncertainty exists which cannot be determined by application of the foregoing rules, the Hearing Examiner shall determine the location of such use district boundaries. Applications for such special exceptions shall be a Type 3 decision processed pursuant to TMC 18.108.030. (Ord. 1796 §3(part), 1997; Ord. 1770 §23, 1996; Ord. 1758 §1(part), 1995) 18.08.050 Title compliance. Except as provided in this title: 1. No building or structure shall be erected and no existing building or structure shall be moved, altered, added to or enlarged, nor shall any land, build- ing, structure or premises be used, designed or intended to be used for any purpose or in any manner other than a use listed in this title as permitted in the use district in which such land, building, structure or premises is located. 2. No building or structure shall be erected, nor shall any existing building or structure be moved, reconstructed or structurally altered, to exceed in height the limit established by this title for the use district in which such building or structure is located. 3. No building or structure shall be erected, nor shall any building or structure be moved, altered, enlarged or rebuilt, nor shall any open spaces sur- rounding any building or structure be encroached upon or reduced in any manner, except in conformity with the building site requirements and the area and yard regulations established by this title for the use district in which such building or structure is located. 4. No yard or other open spaces, provided about any building or structure for the purpose of complying with the regulations of this title, shall be considered as providing a yard or open space for any other building or structure. (Ord 1758 §1(part), 1995) Printed July 6, 1999 Sections: 18.10.010 18.10.020 18.10.030 18.10.040 18.10.050 18.10.055 18.10.060 18.10.010 Purpose. This district implements the Low Density Residen- tial Comprehensive Plan designation, which allows a maximum of 6.7 dwelling units per net acre. It is intended to provide low density family residential areas together with a full range of urban infrastructure services in order to maintain stable residential neigh- borhoods, and to prevent intrusions by incompatible land uses. Certain LDR properties are identified as Commercial Redevelopment Areas (see Figures 18 -9 or 18 -10) to encourage aggregation with commercial properties that front on Tukwila International Boule- vard. Aggregation and commercial redevelopment of these sites would implement the Pacific Highway Revitalization Plan and provide opportunities to rede- fine and create more uniform borders between the commercial corridor and the adjacent residential neigh- borhoods. (Ord. 1865 §4, 1999; Ord. 1758 §1(part), 1995) 18.10.020 Permitted uses. The following uses are permitted outright within the LDR district, subject to compliance with all other applicable requirements of the Tukwila Municipal Code. 1. Dwelling - One detached single - family unit per lot (includes factory -built or modular home that meets UBC). 2. Animal veterinary, including associated temporary indoor boarding; access to an arterial required. 3. Public parks, trails, picnic areas and play- grounds, but not including amusement parks, golf courses, or commercial recreation. 4. In Commercial Redevelopment Area 4 (see Figures 18 -9 or 18 -10), the uses and development standards of the adjacent commercial zone are permit- ted and shall apply, subject to the specific criteria and procedures defined in TMC 18.60.060. (Ord. 1865 §5, 1999; Ord. 1758 §1(part), 1995) 18.10.030 Accessory uses. The following uses and structures customarily appurtenant to a permitted use, and clearly incidental to + Chapter 18.10 LOW DENSITY RESIDENTIAL (LDR) DISTRICT Purpose. Permitted uses. Accessory uses. Conditional uses. Unclassified uses. Design review. Basic development standards. TITLE 18 — ZONING Page 18 -23 z W v0 0 WI J H, W D g Q = W z � Z Ljj 0 i 0 H '. W W '. � ui z. co 0 z ■ TUKWILA MUNICIPAL CODE such permitted use, are allows,. within the LDR district. 1. Adult day care and adult family homes. 2. Accessory dwelling unit, provided: a. minimum lot of 7,200 square feet; b. accessory dwelling unit is no more than 33% of the square footage of the primary residence and a maximum of 1,000 square feet, whichever is less; c. one of the residences is the primary residence of a person who owns at least 50% of the property, d. dwelling unit is incorporated into the primary detached single- family residence, not a sep- arate unit, so that both units appear to be of the same design as if constructed at the same time; e. minimum of three parking spaces on the property with units less than 600 square feet, and a minimum of four spaces for units over 600 square feet; and miniums. 3. Family child care home. 4. Garage or carport (private) not exceeding 1,500 square feet in floor area, provided it is located on the same lot as the principal use and is subject to the regulations affecting the main building. 5. Greenhouses (noncommercial) and storage sheds not exceeding 1,000 square feet in floor area. 6. Home occupations. 7. Parking areas. 8. Private stable, if located not less than 60 feet from front lot line nor less than 30 feet from a side or rear lot line. It shall provide capacity for not more than one horse, mule or pony for each 20,000 square feet of stable and pasture area, but not more than a total of two of the above - mentioned animals shall be allowed on the same lot. (Ord. 1758 §1(part), 1995) 18.10.040 Conditional uses. The following uses may be allowed within the LDR district, subject to the requirements, procedures, and conditions established by the Conditional Use Permits chapter of this title. 1. Cemeteries and crematories. 2. Churches and community center buildings. 3. Electrical substations — distribution. 4. Fire and police stations. 5. Libraries, museums or art galleries (public). 6. Schools, preschool, elementary, junior and senior high schools (public), and equivalent private schools. 7. Radio, television, microwave, cellular or observation stations and towers. Page 18 -24 f. the units are not sold as condo- 8. Recreation facilities (public) including, but not limited to, sports fields, community centers, and golf courses. Printed July 6, 1999 z w 2 U 0 co o � co w 0 g a` 1) a w . z_ � 0 .o I wW u z 0 z Lot area, minimum 6,500 sq. ft. Average lot width (min. 20 ft. street frontage width), minimum 50 feet Floor area ratio for all structures 50% maximum Setbacks to yards (minimum): • Front, 1st floor 20 feet • Front, 2nd floor 30 feet • Front, decks or porches 15 feet • Second front, 1st floor 10 feet • Second front, 2nd floor 15 feet • Sides 5 feet • Rear 10 feet Height, maximum 30 feet Off -street parking: • Residential 2 per dwelling unit • Accessory dwelling unit See Accessory Use section of this chapter • Other uses See TMC 18.56, Off -street Parking/Loading Regulations 18.10.060 Basic development standards. Development within the LDR district shall conform to the following listed and referenced standards: LDR BASIC DEVELOPMENT STANDARDS Printed July 6, 1999 (Ord. 1758 §1(part), Sections: 18.12.010 18.12.020 18.12.030 18.12.040 18.12.050 18.12.060 18.12.070 Purpose. Permitted uses. Accessory uses. Conditional uses. Unclassified uses. Design review. Basic development standards. TITLE 18 — ZONING Chapter 18.12 MEDIUM DENSITY RESIDENTIAL (MDR) DISTRICT 18.12.010 Purpose. A. This district implements the Medium Density Residential Comprehensive Plan designation, which allows up to 14.5 dwelling units per net acre. It is intended to provide areas for family and group residen- tial uses, and serves as an alternative to lower density family residential housing and more intensively developed group residential housing and related uses. Through the following standards this district provides medium- density housing designed to provide: 1. Individual entries and transition from public and communal areas to private areas; 2. Building projections, level changes and so forth to effectively define areas for a variety of outdoor functions as well as privacy; and 3. Landscaping and open space to serve as extension of living areas. B. Certain MDR properties are identified as Com- mercial Redevelopment Areas (see Figures 18 -10 or 18- 9) to encourage aggregation with commercial properties that front on Tukwila International Boulevard. Aggrega- tion and commercial redevelopment of these sites would implement the Pacific Highway Revitalization Plan and provide opportunities to redefine and create more uniform borders between the commercial corridor and adjacent residential neighborhoods. (Ord 1865 §8, 1999; Ord. 1758 §1(part), 1995) 18.12.020 Permitted uses. A. The following uses are permitted outright within the Medium Density district, subject to compliance with all other applicable requirements of the Tukwila Municipal Code: 1. Dwelling - One detached single - family unit per lot (includes factory -built or modular home that meets UBC). 2. Dwelling - Multi- family duplex, triplex, or fourplex units. 3. Animal veterinary, including associated temporary indoor boarding; access to an arterial required. 4. Day care centers. Page 18 -25 re 2 O ', , 0 w W ' u, 0 u_ CO 3 I- Ili z � F- 0 Z ~ U0 CO o w u j Z H -.. u i z V 0 z ACTIVITY NUMBER: D2000 -194 DATE: 6 -19 -2000 PROJECT NAME: FORHAN GARAGE SITE ADDRESS: 12010 44 AVE S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: g ildi g Divi PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Public Irks 4V ' Structural i1.W n� (Q _ Fire Prevention G -t1-°° DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: \I'RROUTE.DOC 5/99 Planning vision IIII Permit Coordinator ID DUE DATE: 6-20-2000 Not Applicable DUE DATE: 7 -18-00 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: C N Q Na7"E", Shal: Ana Ver!flea ,71cr 7o Const /MEW MIN12110.11112~ L".1". .=" = .72 E E = —L\= - C.0 , L EX ; z14,1 . , Feeorder F- 1,500)E34.8-421 1. -tot1Dv,r1 E .;° rY, FRONT ELEVATiON 1/4" , 45:0N5 7_ 77 0 _ CRANE. 7 CNZ e..,".1t, ON - -E. /4, • _ , E,CEZD =4, V I 3 I , Date 7 - - Permit r,o (9 SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL LECTRICAL 1,_ PLUMBING II GAS PIPING CITY OF TUKWILA BUILDING DIVISION =-L6 7.. 12000-171 REOENED CT' OF TUKWILA JUN 9 20E PERMIT CENTER cf.7%,7 2000 CRANE DESIGN, Inc. CONT NC : 5,3:: Se N 2 It / "7 7c Cce letructlo, r• PLAN NOTE: REFER TO 51-1EET 5-4 FOR \__,/ PANEL NAILING FREFF-RNCE. - -a / _ = R - • "7-_,TrAi R- 51 GaF,66 A Ti et-IT-Ft-muc, SLIt cocolo L TA r-.1ans "(3 - r-71L_ - 70 /EN - - - • 0,1 z LU NOTE, ' RE F- R - 6 '5 S•--34 , =Or'R• / MAIN p / F L n N - - 7 - .71:: ekt ititz0 RA2._ • _ - :7"1" .!-", 3 3. LTE E _ E • !- -.E17 777. • "",! c =‘< <7 - - - MEM 2 ora. c s. a : , LN: 0.) Sao. SL7. = JON 1 9 2gfm c mPrelimA RERMITCENTER 2000 CRANE DESIGN, Inc. DATE! DRAWN: FLOOR PLANS ROOF FRAME SHEET 2 FOUND FL. FRAME SECTION SHEET 3 PLAN NUMBER: 050700 - FOUNDATION NOTES EE '72 '72' • LNC;-',.`2 2,, 4 N,..Ts. 0.: = 4 • ET • • E.LRR7rER. • C 7ERF- ▪ 22".COR ';-, C - CE.-.-CE ==<2!"" • CCN4CTO NCE , 4 I A 5 EE=E .NC Ei4E3.75 S 7 -,CLI CR CCNSTRUC:37,^N AND CEC5LS. .5E 4T"ER F= . .-NDET. ,2,CP 47ES, 5 T N5-2- CN: EE CT -- N5-: EL.-5,2 - - 3E 5543 - - 0 4,45..-S - 'T3 ' . -- 2), -c SEEe _ _L___ = /E :s c5- XC.1.7 • ( - 7` _ ,-J -1- --- ----" '' i g : ....- `'.. _.EEr ,r--F- - / 1 f Reorcer F 5 7 - , •-• L x' - -- T J4 NC, ;.! % )< G.1,013 DE / „„, 5 3 - :2 = '` RECEIVED SE CRY ORDJKWILA ig SEC TO THRU 1/4" D203 ._, pRm,reE„TER ,uNi92m 2 00 CRANE DESIGN, Inc. ESIC-4i. Inc. Ream-vas 411 ..egal R!ohts 'o tmateria Cr! The 'Sheet - SubJect -o Criminal P'ceCL^�tion R!M JG:r 1/16' A.P.A. RATED SHEATHING- 16d e 12' O.G. 106 o 6' O.C. MAX. —� Sd e 6' GC.. EACH (3 ROWS) 4' FERF. DRN. TILE SET IN GRAVEL GRADE i(1 E z E IF F.:TEM s FT/_ NOT I" IONOLITH!C 3' ! 6'1 3' USE *4 DIA. (VERT.) Vi ' REBAR e 16' O.C. TYP. ONE STO R , ANDA`LS NOTE_ OPENINGS BETWEEN LINE /( BE LESS TI -IAN 4 OPENINGS FORM TREAD, a BOTT G- UARDRAIL THAN 6'. E "v m X 4 E 12 0 4 HANDRAIL OR ST4IR SECTION /3/ MIN 3/4' ! 4G FLY..E: -iT. Orc. SB: R -;e BATT INS_ — ^LC ^R JOIST PER PLAN — 2 - *4 CONT. REBAR OUND4T'ON 1/2' ^IA. x 10' AB. W/ 3/16' X 2' X 2' WASHER e 6' -0' MAX. 0.C.4 BOLT Si -BALL BE NOT LESS THAN l BOLT DIAMETERS (3 -i/2') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. EMBEDMENT 2x6' P.T. MUD SILL - *4 CONT. REF FOR EA. X 12' CF STEMWALL �.6 MIL. vISQUEEN vAPOR BARRIER: BLACK) 12' CLEAR BEAM TO EARTH S' CLEAR BOTTOM OF JOIST TO EARTH i0d e 4' O.C. Ed 4 O.C. MAX - WHERE BRICK YEN. - PROVIDE 5' LIP 6' UNDER JOIST GRADE X 4 z *4 GONT. REBAR e 16' O.C. (vERT.) �e 16' !. ;- I ANRL` 1LS SHOULD NOT PROJECT MORE THAN 3 1/2" INTO THE REQUIRED STAIR WIDT. -i 4 SHOULD H4vE 4 SPACE OF NOT LESS THAN 1 I/2.` BETWEEN THE WAL THE HANDRAIL. 2. THE HANDGRIP PORTION CAF HANDRAILS SHOULD NOT BE LESS TI-iAN I i /4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE TI -4IER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. F'E'E 5LOCK!NG I.. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRING -ERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE W_ M-I THE RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS iS UNFINISHED. iL'INGS SHALL c TRIANGULAR BY THE RISER. ELEMENT OF A STAIR SHALL 8E LESS •CONTRACTOR NOT All DImereione Shell 5e Checked And Verified Prior To Cor1 tructlmn FLOOR. LINE 4' RIM JOIST 3/4' T4G PL `1: 5+-4T. OR O.S. . R -iE N5 FLOC R JOIST PER PLAN 5/S' DIA- x 10' A.B. W/ 3/16' X 2' X 2' WASHER e 4' -0' MAX. 4 BOLT SHALL BE NOT LESS THAN i BOLT DIAMETERS (4 -3/8') FR, OM CORNER E NOT MORE THAN 12' FROM THE' ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. Z' EMBEDMENT 2x6' P.T. MUDSILL (I) - *4 CONT. REBAR FOR EA. 12' OF STEM WALL .6 MIL. vISQUEEN �— vAPOR BARRIER (BLACK) 2 - *4 CONT. REBAR T Yid_ TWO STORY FOUNDATION ' f3' fiN 3' 1 I 01 } 3' i • I 12 ' (2)- *4 CONT. REBAR GARAGE FOUNDATION ATTIC vENTILATION I /!50 OR i /300 OF SPACE - SE= PANS FOR ROOFIN& CONST. E - FRAMING PLAN t ELEVATION 1111 MIN. 7/16' APA R41 tD Si- BATHING- INC W/ S' -0` PANEL LEI zTH PLACEQ PEA. TO DIRECT ION OF FRAMING- AND ALTERNATE PANEL H•D JOINTS BY HALF PANEL LENGTH NAILED Sd a 6'0.c PERIMETER a ALL Va PORTED PANEL ~r 5 I2`oc s FIELD TYPICAL LINO W/ 30* FEI .T AVE 130 - TYPICAL LINO. FOAM AIR SAFFEL SPACE TO EXTEND MIN 12' ABOVE INSULATION. *4 VERT. REBAR a I6' c.c. SIMPSON 425 I- IRRICANE TES 2' - 0' oz. OR 14I a 4' -0'o c p WO 2x BIRD BLOCKS W/ SCREEN TOENAIL W/ (2) l&d EA. .S1 TO TRUSS OR RAFTER I ti 4 PROvIDE CONT. ROW OF R170F' SHEATHING NAILING e 6'o c. MAX. 2x4 STUDS e 16' O.C. 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' A.B. W/ 3/16' x 2' X 2" WASHER ss 6' -0' a.c. 4 BOLT SHALL BE NOT LESS THAN 7 BOLT DIAMETERS (3 -1/2') FROM CORNER 4 NO MORE THAN 12' FROM THE ENDS OF EACH INPivIDUAL FOUNDATION SILL PLATE, 4 MIN. 7' EMBEDMENT (I) - *4 CONT. FOR EA. 12' OF UJALL 4' CONC. SLAB OVER 4° GRAVEL FILL W/ 6x6 W2.1 x 2)2.1 W.WM. IN SLAB. DOOR = RONTS WITH NOT LESS THAN (2) 5/8 x 10' A.B. PLATES e SHEAR WALL OVER 2' WIDE STEM WALL d,RADE E CO i FT 2X6' PLATE W/ 5/8" DIA. ANCHOR BOLTS (3/16° X 2° X 2' WASHER) 4 BOLT 5I -4ALL BE NCI - LESS THAN 1 BOLT DIAMETERS (4 -3/S') FROM / CORNER .LND NOT MORE 71-1,4N / 12' FROM THE ENDS CF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. " EMBEDMENT 4' CONC. SLAE OVER 4' COMPACTED FILL W/ 6x6 - W2.1 x W2.1 W.WJM. fN SLAB. TYF. EASEMENT SLAE KICK PLATE FLOOR JOIST ►f 2x12 STRINGERS NOT TO EXCEED 24' 0.C. 5/S TYPE 'X` G.W.B. OR (2) LAYERS 5/S' TYPE — 'X' G WB. IF STRINGER SPACING i5 MORE THAN 16' o.c. (TAPE 4 FINISH) l CLOSET OR STORAGE BELOW STAIR MAIN FLOOR LINE —FLOOR JOIST z E DBL. JOIST LEDGER tL 441 110' Ii1 / 14111 11%Ili S�i HOS ATTIC INSULATION R_ -38 ELEC. RESIST. R -30 GAS (THER"1AX iNSUL. 5/ EQUIV. R =VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVA1L_ FOR BATT.) 1/2' GWS: {TYP.) MIN. 23/32' -TIG UN - DERLA7MENT, LINO. - GLUE 4 NAILING (10D e 6' O.C. EDGES 4 BLOCKING, 10' O.G. FIELD - TYP.) ID. 32/16 i R -13 BA TT T INS. u1/ V. FLOOR JOIST PER PLAN T ". WALL SECTION N 0.i4 PER PLAN . I(a00 ,45421: • Ix8 R.S. CEDAR FASCIA W/ CONT. C tTL _ GUTTER DBL_ TOP PLATE HEADER -- PER PLAN WINDOW - PER PLAN EXT. WARM WALLS 2x6 STUDS a I6'oL: OVER R -i9 BATT MSUL W/ vAPQR SARRIErc W/ MN 1/16' APA RATED SHEATHING (S1=E' PLAN FOR NAILING 4 SIDING) INSTALL BUILDING PAPER OR FELT BETWEEN SIDING E WALL SHEATHING TYPICAL. ALL EXTERIOR WALLS. 2x 13QTT"! PLATE' 2x RIM JOIST P.T. 2x SILL PLATE SEE 1/S1 FOR TYPICAL FOUNDATION NOTES NOTES. I. ALL EXTERIOR WALLS TO S1E GONSTRUCitt> IN ACCORDANCE W/. THE MIN. PROVISIONS PER 2320 USC UNO. O N THE PLANE 4 45 SPECIFIED FURTHER ON SHEET 55, 2. INFERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT' PLUMBING 4 GARAGE SEPARATION' Z cv UMW! Yir V. POSITIVE 00 I J CONNECTION N_ EXPIRED 5 . 15 x6' FT MUDSLL W 5/5 DIA - 4' -0' O.G. W/ 3x16-` X 2° X 2' WASHER) BOLT Si - +ALL BE NOT / LESS THAN BOL _ DIAMETERS / / (4 -3/5') FROM :: CORNER AND NOT / MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. 7' EMBEDMENT (1) /— *4 CONT. FOR EACH 12` OF WALL / ..---THERMAL BREAK 4' CONC. SLAB CvER - r 4' GRAVEL FILL 2.11 i 6.6 - 2)2.1 x W2.1 51.111 'N SLAB 24'- -R -i0 RIGID INE.. PERIMETER *4 'VERT. a I6'o.c. W/ ALT. HOOKS 2 - *4 CONT. REBAR E -SEMEN T SLAB T'C . F'OST 4 SEAM ET4IL \-2' RIGiD INSULATION (R -10) 24' MIN. (EXTRUDED POLYS T YRENE) (3).4 _ - (.7 REBAR 2) - *4 REBAR CONTINUOUS BATT INSULATION OR !NSUL. PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 HORIZ. e BM. TO M. SPICE. 2x6° CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) 4.6' SUPPORT POST PRESSURE TREATED OR ELEVATED MIN. S' ASV. EARTH *90 FELT POST BASE TYPE ANCHOR GRADE CONC. PIER -PER PLAN .6 MIL VISCUEEN (SLACK ONLY) CRYERE RECEIVE JUN 1 PERMIT CGJT2 g3X� ij'4ZP58. Reeer, en a: Riarms ,`^ate - C.. ris tee: - ia,o ec: 'c Crin■na =-c^.ecn'cn HEADER CONNECTION SEE PLAN FOR 51= (2) 2x6 ST6236. TIE STRAPS — CENTER ON JOINTS NAIL FULL` 2x6 SOLE PLATE NAILED — i6d * 4' c.c. STAGGERED DETAIL "An 5' ("'!AY VARY - SEE PLANS: (18' TO 4' 0' H(G-! W/ PONY WALL) CONTINUOUS HEADER OR 576236 * JOINT (HDR AS PER PLAN) COLUMN CAP * MULLION N 2x6 STUDS $ 16' O.C. -- — A35 CLIPS 9 BASE TYPICAL MIN. ! /I6' APA RATED 5HEATHING NAILED SO * 4'o. (EDGES) 4 8' ocKFIELD) ALL EDGES BLOCKED UN.0. RIM OR FOUNDATION 1 TRAGTOR NOTE: Alt Dlmenelons Shall as Chocked And verified Prior To Construe "'IN. 1/16' APA RATED S}-iEA." ING: J1 T• - VEK, 30* FELT OR SIM. W;° PROVED VAPOR BARRIER OVER 2x6 STUD WALL SCLE PLATE NAILED W/ 16ci . 8' O.C. STAGGERED, PROVIDE BLOCKING e RIM JOIST Ri * FLOOR JOISTS AS PER PLAN SPLICE SH=OULD FREAK ON CO1"MON `"EMBER 3a 4' C.G. SOLE PLATE, RIM CST E TOP =LATE .E3_ TOP PLATES :x'o STUD WALL BA TT INSULAT ON -.-P.) 5/8' x 10 4E. 9 36' O.G. W/ 3/16' x 2' x 2' WASI -..ER BOLT Si-:ALL BE NOT LESS THAN 7 BOLT :DIAMETERS ' FROM CORNER AND NOT MORE THAN 12' FROM TPE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x5 P.T. OF. MUDSILL Sd ' 8' O.C. GRADE RESAR CONT. HORIZ.. 12'0.c. "A VERT. . i6'o ,:x6 =!BRED WALL OR 2 X 4' STUDS W/ AIR GAP BETWEEN STUDS a CONC. R - , e. INSUL. 4' CONG. SLAB W/ 6x6 - W2.1 x 52.1 511.1M. ON 4 " GRAVEL FILL. THERMAL BREAK R -10 RIGID INSULATION "4 DIA. CONT. 3' UP - 3' IN NOTE: SOIL. SACKFILL ON EXTERIOR SHALL NOT EXCEED A !- #EIGHT GREATER THAN 30' ABV. TOP . F SLAE AT INTERIOR FLOOR ELEV. UNLESS ENO -1NEE1 D WALL DETAILS P=ROVIDED. FOUNDATION RETAINING UTALL GARAGE DOOR DRIVEWA7 PER CONTRACTOR. CONTINUOUS FOOTING DRAIN 2 * CONT. RESAR GRADE 5_A1 AT GARAGE � ) CRIPPLES NAILED SNUG UP TO POST W1 I6d S 4' c.c. INTEi FOR BEARING WALL ON ~SLAB DRAWN: t'iRN NUMB DIA. x10' A B. 48' O.G. - 3 STORT (WHERE PLYWOOD USE 5/8' D!A. x 10' SOL T e 32' 0.0. LJ/ 2x4 P.T. MUDSILL) f t i _I i I 5/8' DIA. x l0• SOL.T g 36' O.C. W/ 2x4 PT. MUDSILL . \ _t L C:. ^NTirN'.:Ct� FOOTING. =ER =! AN _OP OF STEM WALL BEYOND 4 CO':vO. SLATS ON 4, CO`^PAC i ED =' — .G<ENED EDGE / SLOPE 3' i1 r• 1 - •4 DIA- CONT- 3' UP NON — SEARING S`s -LEAK. WALL FTCG_ i . �6 MIL. VISCLEEN W/ 1' SAND OVER * LIVING AREAS 2 . 4 DIA. 3' UP a 2 OR 3' DOEN — 2x6 STUDS fl 16 O.C. e 3 STORY 2x4 1 * 22 ST ORY 4• CONC. SLAB OVER 4' l"-- GRAVEL FILL W/ 6X6- 52' x 1112.! 5511'1. IN SLAB 1/2' a BOLT THRU LEDGER AND INTO HEADER A 3' IN FROM EACH END SUPPORT WALL 4 --'i VENEER BEYOND OPENING 6" MINIMUM DOOR OR WINDOW OPENING 4E4.DEIR OPENING: -(2) - "4 VERT- TEED W/ t TIES ® E'c.c, W/ ALTERNATE HOCKS SOLID --ROUTED CORE — 4'x8'x2'SRICK 4' BRICK , /ENEER — S GA. WIRE TIES N BED JOINTS a ACCROSS GORE . MAX SPACING OF I PER 12' OF DIMENSION IN EACH DIRECTION 12'o.c. VERTICAL. T YF. EICK COLUMN A T ENVY 2x6' STUDS NOT TO EXCEED 24' O.G. 2x4' STUDS NOT TO EXCEED I6" O.G. WALL TIES SHALL BE CORROSION RESISTANT, AND IF -� MADE OF SHEET METAL, SHALL HAVE A MIN. THICKNESS OF 0.0030 IN. (NO. 22 GALVANIZED SWEET GAGE) BY 3/4' OR, IF OF WIRE;' SHALL NAVE A MN. DIA. OF 0.I4a IN (NO: 9 B.W. GAGE). WALL TIES SHALL SE SPACED SO AS TO SUPPORT NOT MORE THAN 2 50. FT. OF WALL AREA SUT SMALL NOT SE MORE THAN 24' ON CENTER HOPIZ. WALL TIES SHALL NAVE A LIP OR NOOK. ON THE EXTENDED LEG TWAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE ,HAVING- A DIA, OF 0.1 IN. (NO. 9 B.W. GAGE) OR EQUIV. THE JOINT REINFORCEMENT SHALL SE CONT WITH SUTT SPLICES BETWEEN TIES PERi1ITTIED. APPROVED PAPER SHALL BE APPLIED OVER THE SHEATHING. AIR SPACE OF AT LEAST ' SHALL SE MAINTAINED BETWEEN THE SACKING AND THE VENEER. SPOT BEDDING AT ALL TIES SHALL SE OF CEMENT MORTAR. 6" OR 5' SEE PLANS STEEL LEDGER TO REST ON SR!CK IN CRAWL SPACE OR BASEMENT STEEL L EDER - 6' x 3 i/2' x 5/I6' 436 EXTEND 6' BEYOND OPENING TO SEAR ON VENEER = I0' CONG. STEM WALL, FOR 6'-0' OR LESS SPANS CAN USE: L 5 "x 3 1/2' x 1/4' I © ?/ SRiC< VENEER Y H:74.7',0N ` ✓i Elil 17' TO 19 " SEAL WITH TRIM OR CAULK FLASHING- r-3 /S' DIA. / WEEP HOLES 2' (1219) O.C. 6x6 POST W/ METAL TEES MASONRY R 12'0.c. /ERTICAL. CO suatiskr, Moo co 5 g . e � 1 N P 4 =f o est -? zE Oo Z O� ZR P. S t-. U 0 m 41111111611PT 1> < t, , ?3?)N , is. P"'", f' - (3,t! A Ei_ Aw r AT ?),.-_, -, l'''' :=i 1,6 41-Emi4 2 (P Ct ---""' -..- fl EJIIITrffff° T 9J A 2tou'iMg- j et; 1 ' T.1) P Prq gPril a.< M41x1 ''' 0 .Wg Nu tfl R . , .. ?, (c , 9 ,_ E l al m n no r n i'iM VP 41 $ Pi 2 1, . I 9 EAu (0 °T Eff 2 , t. , s14 41P- 51 V; 2 1; 6 .). ,i , , .... F ) 4 Am . ? o x k P-''' n° T P -0 0 9 g M ° 0 t 1 M *I 711 T A T , -. rl T 7 1:1 0 T IA 0 ' To ---., .-( E - Its I I: Q-( i r' t= 3 6. g ! W T M2 ifl --.. --' 'V IN ', 9. 2 •- r) -r-i ri n 6 0 CRANE D THE PLAN STORE INC. - (300)289-3157 OCEAN SHORES ! 873 Brown A. N. WWW.THEPLANSTORE.COM , 10 go, e P / !FiNi 4 ;11 d111 (I' ' IMQ° a . 220 i ' P .H4 9 . - 1, 4 1.rria 3 M F(11 91,1 .,; i 43,rh lA „ A 0. 00 !!, L., .... IQ 6 0)4' ilo E ' 11 - 0 Pts(1' V ", • '-a, 01. t - . 0 - 4, 0 WI 0 o0 ql, a 6i Nation Wide Toll-Free 1-800-848-5421 FOR: p ll s PP P M 1 UI Ill EU IS Is r 6 O O r STRUCTURAL NOTES & DETAILS 2 woF ° HI $0 ig 4 A - 1 ID In In 0 A 7 0 r A A 0 9 9 0 1> rn ( Al 4i U ES WIND REGION NAILS PANEL LOCATION ROOF t t t.NING ZONE I 2 1 3_j Schedule , on center Fastening (inr-has X 25:4 FOR mm I I Greater than 90 mph (145 !Sd common 1 km/h) Panel edges e 6 i 44 Panel f ield 6 6 I 64 I I Gr eater than 80 mph (12`3 13d common Km/h) to 90 mph (145 Ivri/h:)I Panel edge5' 0 6 4 Panel 'field Panel edges t2 6 6 6 6 6 8d common ' 80 mph (129 km /h) or less I Panel field 12 1 2 12 ,:.NE oe ; . ^ NNE( ION .,.'let to sill or ...'rde toenail: r'darnq to ✓.st tcer,ai. each era { 6' 25 Tm -m) subflccr or -_ to each risk Face n.a: 4.1, er than ' o" 25mm x '52rr i sudidor __ each ,;o st 'ace nail . -51mm) subricor t .clst cr airaer slim canc. 'ace nali 6 - Scie crate to 'oi5t or otocK!no, :upica: race rail Sole plate tc _ci3t ....CCKin_ -raceg o panels _cp crate to 5tuo era Waif 2 -'6d 8. Swa tc sc�e date 3a. .cerai 2-16d, end nail °_. Double stags race nai '5c at 24' (610mm) o.c. :'0. cue ter elates, up ca' : ace na Douce top crates Lap O'ic CKErC ce ,,,eon ,Gists ._. -3 _e, to tco elate, toenail . Rfm �cist to _OC elate. toena OC dates. BCE; aro - mores t,Cns ei,ino Foists tc riots '._.enai. o. Continuous. heeoer tc stag. toenail C.ei .. e ,joist 3e5 ever oartitions. Face na:. �CISts tG Cara: et 'a lore. 'ace nc: Rafter tc crate •oenai. 25nim; trace tc each stag and crate face rain 2'. " x 8' .25m7 x 203mm: sneatnlna r less to sac!^ oearnq, face nail 22. Wider than x 8' -Smm x 203mm sheathing to each bearing, face nail :corner at'.;os - ^u it - ud airaer arc. beams 25. _ lmm; planks 25. JJcog strut u a I ca is ana i .: a tiGa OCa Supfioor. :/2' and ess °j32" - 8' - Par,._I siding to Framing :' /2' , :3mm) cr less 5/8' (16-mm; 28. F!berbcard sheathing: 1/2` .'3mm 25 23' "20mm . me or cane Ina 3./8' `5.517m% , CONT - RACTOR NOTE: 411 Dimenetane Shall. Be Chadtad ,arid Vehfled Prior To Construction: \JiL:NG 3-Sd 2 -8a 2 -Sa 3 -Sd 2 -16d 6c at i6' 4061TIm) C.C. - 6e per '6` (406mm) 6o at 24' C6 o.c. 8 -16d 3 -8a Sc at 6' '152mm) dc. 2 -16d - Cc ...ruc s. ' . ..-,.. ...e._.e:. '6a at ' c_. ?Jong, each sage 3 -8d 3 -8d 2-50 2 -Sd 3 -8d 1 6a at 24' (6i0mm) o.c. 20c at 32' ' 813rrim) o:c, at top and cottom ana sta -20c d at eras an at each s , puce 2 - 1 6a at each bearing ' (Sd 80 or 66 Sci !0a 8d 6d Sd 6 Nc. II - Sc No. 15 gar No. ii oa8 Sc4 No. 16 gag 10 6d' 'Common or bex maw oe used except where otherwise stated. '- -Nails spaceG at 6 inches :'S2mm) on center at edges, :2 inches (305mm) at intermediate supports extent 6 inches (152mm) at all suports wT'iere spans are 45 inches (1219mm) or - more. For nailing of wood structural panel and oarticaibeard diaohragms and,shear walls, refer to Section 231533 and 2315.4. Nails for wail sheathing may be common, box or casino. 3 Common or deformea shank. 4 Common. 'Derormeo shank. 6 Cortosion- resistant d oing or casing nails conforming to the reauirements of Section 23043. 'Fasteners spaced 3 inches (76mm) on center at exterior edges and 6 inches (152mm) on center at intermediate support. .Corrosion-resistant - oofing nails with /16 -inch- diameter (tlmm head and 1/2 - Inch (seem) length For I/2 -inch (13,n) sheathing and ' 3/4 -inch (44mm) length Per 25/32 -inch 20mm) sheathing conforming to the requirements of Section 23043. : Corrosion- resistant staples with nominal T /i6 -inch (Ilmm) crown ana 1/5-Inch (29min) length For I2 -inch (13mm) sheathing' and i 1/2 -inch (38mm) length for 25/32-inch (20mm ) sheathing conforming to the requirements of Section 2304.3 10 Panei supports at 16 inches (406mm) 20 inches (508mm.) 1 strength axis in the long direction of the pane', unless otherwise marked . Casino or Finish nails spaced 6 inches 152m) on panel edges 2 inches (305mm) at intermediate supports. H Panel supports at 24 rches (610mm). Casing or finish nails spaced 6 inches (152mm) on cane( edges, !2 '.hones :305mm) at intermediate supports. TAELE .23-11- -WOOD STRUC UFR2 PANS CCU SIB i °` I\ 1� i L- N :Applies only to mean roof heights up to 35 Feet (10 100 mm). For mean roof heights over 35 feet (10 - 100 mm), the natling shall be designed. 2 The roof Fastening zones are shown to the right. 3 Edee spacing also applies over roof framing at gable -end walls. 'Use Sd ring -shank nails in this zone if mean roof' height is greater than 25 Feet (1600 mm). SOLD FUEL BURNING- APPLIANCES Soto 'ue burning aopiiances include airtight stoves. 'ire daces stoves. -cc-, heaters /Fireplaces stoves, fo -oultt Fireplaces aro 'ireptaGe inserts. Unless Otherwise adccted 'du Grog County, ail 301iQ fuei ourhrd aSpliances snail comply with the provisions of Section 304 HEATING Each dweilino unit shall be provided with heating faciilt :es capabie o. maintaining 70.F at a point 3' above the floor in alt habitable roans when the outside temperature is as set Fcr-.h 1 n Section 302 '1J.5E -C- Section 310.1 US.C. �. Fuel burnino equipment :orated within the ouiiOing envelope (constructed under the W.S.E.C.) shall obtain combustion air FrOr Outdoors, Meeting the provision O Section +01':, 1012 UM.C. NOTE: BUILDING- ENVELOPE The elements of a building which enclose conditicnea spaces tercugir which thermal erereu may co transferred to or From the exterior. Section 201 Fact o urn.no equipment. :coated outside the cu:'dind envelope snail meet the provisions o f Section S01 J;"C_ C. uctwor;c oration and source of combustion air. references Section 602. '003, 604, 606 U1 Ail warm -air furnace shall be listed and.labeiea oy an acproven agency and 'nstatled to 'fisted specifications. Section 304.1 JMC. Aooiiances intended for installation in closets, alcoves or con €:red spaces shall be so Fisted. Section 30 UM.C. No :Harm -air Furnace shall be installed it a room used of designed to be used as a bedroom, bathroom, closet or in any enclosed space with access arty th - augh such room or space, except direct vent Furnaces. enclosed furnaces ate electric 1eatind furnaces. Section 3155 U.M.C. No warm -air Furnace snail oe installed in a closet or _ :a ve less than 12' wider than the furnace or Furnaces installed with a minimum clear worklrib space 'less than 3' along the sides, back. and top of the Furnace. Section 315.; Liduefied petroleum, gas - burning appliances shall not be installed to a cit. basement. or similar location where heavier -than -air gas might collect. Appliances se Fueled shad not be installed in an above -grade under Floor space or basement unless such Location is provides with an approved means For removal of unburned gas. Section 30 LIMO. (Approval im.t be .ranted bu the Building Official Heating and cooling equipment located in a garage and wriah gen a glow, spark or Flame capable of ictnitind Flammable vapors shall be installed with the pilots and burners or heating dements and switches at :east IS' above the floor level. Section 3052 U.M.C. Fire dampers need not be installed in air ducts oassind t€-rough the wall, floor, or robing separating a residence (Group R, Division 3 ocancy) from a garage 'Group M. Division 1 occupancy )provided such ducs within the Garage are :in- structed of steel having a thickness not less than 0,019 inch (No, 26 Galvanized he deuce) and have no openings into the garage, Section 302.4 UDC. Warm -air Furnace installations in attics or crawl spaces shall comply with Section. 319 and 320 UM,C. Every appliance (dryer, range, etc.) designed to be vented shall be ccnrec'ed -a a venting system complying with Chapter 8, u.m.C_ Every Factor built chimney, Type L vent,,Type S gas vent or Type 3U . g as vent shall be installed in accordance with the terms of its listing, manufacture's inst- ructions and the applicable 1provisions of Chapter S U.M.C.- Vent connections shall be installed within the': space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section 515, and Table 3 -C, U.M.C. DUCTWORK A. Duct sustems shall be of metal as set forth in Tables N05. 6 -A, 6 -B, t 6-C or factory -made: air ducts complying with Chapter S Ur1,G. a Joints and seams shall be substantially airtight. Section 501.5 Table No. 6-4 (rectangular ducts) and Table Nob -B (flat, Oval, and round ducts), U.M.C. C_ Installation of ducts shalt comply with Section 603 UM.C. p. Duct insulation shall be installed In accordance with 5.5.5.0. Table 4 -16. ROOF FASTENING ZONES Reorder Plane Its00)04a- 1 - - \E A _LOTS, SUR.NER, HEATING ELEMENTS SWI 4ES OF THE FURNACE AND H.W. S CULD BE A MINIMUM OF 15' ABOVE THE S AG-E FLOOR THESE SHOULD r_ RO?'ECTE0 AC.-AINS AN" VEHICULAR OCLL'sSION. EXIT DOORS i+ALL SE OPERABLE HE INSIDE WITH A NIGHT L GHT, DE BOLT OR SECURITY Y CHAiN MO<''ITED AT L• HEIGHT OF S' "AX'MIUM ABOVE = 11ei - IE0 P. L. LY..f:D `i c ._..^,i ^4C - WITH 0 CNCr . = OR MASONRY SHOULD SE TREATED WOOD A,N0 SRAAND S AN APPROVED -:NCY_ vsK v. 1 CEILING Ii ING ie 24' ABOVE ?AL_ t ,1Ci4 LEADS -:-I ROOMS, SMOKE TOTc :JILL SE )NS T E AL_D ▪ T =P ▪ CE HIGH' 4EST POINT. S. C. ESSSD 1GHTiNG- FIXTURES St-C L % SE IC. RATED AND 2'CLO5U LINED WITH A IT 55S_ TAB AND FINISH. 6 _ DFUC 1 S ENUN&, AND ENCL- Ca3RE THROUGH OR ALONG- UN- HEATED SPACES" INCLUDING THOSE PROM GARAC-E INSTALLATIONS), CULD SE THERMALLY INSULATED EXCEPT ;HOSE INSTALLED AL BE : tIJE=N WALLS- OR iN A SPACE NOT EXPOSED TO OUTSIDE. AIR DR"E -c MOISTURE EXIT RUST DUCT SHA1,i NOT EXCEED A TOTAL OF tot-INED HORIZONTAL AND VERT- 'GAL = "J 1VE LENGTH OF 14' -0'. 3. '., R +. Pi. ar -LACES SHOULD SE OViDE D WITH e T ;G -HTLY FITTING FLUE DAMPER AND A R` aDIL" ACCESSIBLE MANUAL CONTROL AN OUTSIDE SOUSE COMBUSTION AIR SHOULD SE PROVIDED WITH A DUCT OF 4 SQ. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PER SECTION 402 OF THE WASHINGTON STATE 'VENTILATION CODE. REF, SEC. 3102. U.S.C. S. WATER! - IEA i Err? LOCATED IN THE GARAGE OF RHEA I tU FLOOR ARE TO SE INSTALLED ON INGOMFRE- SStSLE INSULATif3'N 0. HOT AND COLD WATER HEATER PIPES IN THE GARAGat SHiOULD SE INSULATED WITH MINIMUM R -3 INSUL. WITH A FLAME SPREAD OF 25 OR LESS. Ii. THE SHOWER SURROUNDS ARE TO SE A SMOOTH, HARD AND NON- ABSORBENT SURFACE NOT LESS THAN 70' ABOVE THE DRAIN INLET. 12. GYPSUM WALL BOARD BACKING USED FOR TUB OF SHOWER ENCL- OSURES SHOULD SE OF A WATER RESISTANT MATERIAL. DO NOT INSTALL OVER VA POR BARRIER ON WALLS OR ON THE CEILING-. 3. AIR DUCTS S PASSING 1-RCUGH GARAGE WALLS FLOOR OR CEILING ARE TO SE NC. 26 GALVANIZED STEEL WITH NC OPENINGS INTO THE GARAGE. '.I4. LANDINGS OUTSIDE TO SE NC MORE THAN 1' BELOW THE THRESHOLD. 15, INTERMEDIATE R=LS TO SE NO MORE THAN 4 ' A 16. STAIR HANDRAILS AND HAND GRIPS ARE TO AVE 'H 11; TO :' CROSS SECTIONALS AND RETURN TO ':JAL_. (CONTINUOUS) . 5 /8' TYPE 'X' G.W.S. UNDER AL= Stair WELLS AND 'DOUBLE LATER F STRINGER SPACING 15 MORE THAN 16 'go IS. WATER NEATER SHALL SE SEISMICALLY STRAPPED AT A POINT WITHIN THE UPPER ` /3RD AND THE LOWER 1 /3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP S -ALL SE NOT LESS THAN A !NC; ABOVE THE CONTROLS. 19. WINDOW MANUFACTURER TC PRO- VIDE FORT 4- 40LES iN EACH WINDOW IiN EACH ASI TABLE ROOM. COF ATTIC VENTILATION ATION AS PER 5053 U.B.G. SEE VENTALATONS CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL SE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF IM SQ. INCH DIMENSION. 3. ROOF VALLEYS. TO HAVE 25 GAUGE GALVANIZED FLASHING. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 1991 UBC CHAPTER 15 E TABLE 5 -B -2. 5. ASPHALT Si- 1INGLE (COMP) -0 SE INSTALLED PER 199? USC CHAPTER 5 4 TABLE 15 -B -I 6. 22`x30' ATTIC IC ACG SS TO BE PROVIDED FOR EACH SEPARATE', ATTIC AREA WITH NO LESS THAN 30' FOR' HEADROOM ,/ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TiGHT CLOSURE. TRUSSES TO SE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUSM- iTTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. ()O gy D ( Ex a. PRO'V =_D - ANGERS - O SE AT ALL CONNEC` FINS cir RAF ERS , .:ACK. :R -F - R' °"'-= 7 0 THE MAIN GIRDER TRUSS. `BUSS MANUFACTURER TO PRO- VIDE S. NONBEARING WALLS Sr0'u_D E- HELD DOWN =RCM THE TR : TO BOTTOM CHORD WITH N n- °R- O ' ASTENER - C ^N SURE - RUES b C:/ SOTTO` CHORD WILL BEAR ON NONBEARING !JAIL_ .0. ROOF 0 EE ANCI-ORE - c RE- SST ,.SE N -NA -C NS ECUi VALENT. TRUSSES __ , NOT SE FRED WITHOUT PRiOR NC DEPAR-.,'ENT , 'TRC : _F ENC. NEERING CALCULI :IONS. c. TRUSSES SSES 3i- =AL- HAVE v �L AND DRAWINGS .,N SiTE FOR FELD NSPECT'ON. !3. PROVIDE SCREENED °LOCKING OVER SUPPORTS 4- SHADED AREAS - FRAME OVER WITH 2x6 RAFTERS e 'Nit T ALL INFORMATION PROVIDED ON THIS SHEET IS PER STATE OF UUASk(NGTON VERIFY' LOCAL CODES IF GCNSTRUCTiON !S IN OTHER THAN IUA, STATE. GALVANIZED METAL = AS :NG TO SE INSTALLED SETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOLT. 2. CONCRETE PER PADS SHOUL PRCJEC` AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE .:SE D. . ALL EXPOSED INSULATION ION s ER- :4 LS INCLUDING =ACING SUCH AS VAPOR BARRIERS OR WEATHERED PAPER SHOULD HAVE FLAME SPREAD /SMOKE DEVELOPED RATING SHOWN ON 25/450 OR LESS. Ct1YOFTU JUN 1 9 2000 t ERMITCEMIEF 01o1 X1 SSW 1997 pp �+ E4 r- ��✓I� L/ 1v ✓ 4 1 \ .__ .S�s 'v._.� '.. G rail 6' c.c. 'ages: Plywood /OSB .6b s 3/8' x 4' x 8` c._.. , �\ I GiUB - I2' x 8' x S' Sd cooler nails ., �s cr . -- .coara �1--�� I Cone Facet ' nails r � - - - , i GWB - I2' x 4' x 8' ad coder •:al's �/' I (two %aces) _c...I+000 :c: Structural Panel Siding Corr. sior- resis,lat ac. na :ia \— 3/a' x 4' x a' at b co..eoees, I , pc f ( \., Gyre -story alt. braced panes !Na1!rrc 8d a , -c. 'eager% \.-/ 3/S' x 2'0' x 19' or less ''.2 .c. ,eic, ! Biocx.iro rec u1 o at I'. edges anchor bolts places at puarter points. 'old downs - ',802 at e.acr, enc. \ 1 Two -story alt. braces panel 1. Nallinc 8d at 6' c.c. eager% \L,_i 3 /S• x 2'8• x ice• or leis '2' GL. F.eldi Plywood or OSB (two Faces, `loax.ra , eouirea at at wises. ar:chor bcolts olacep. at h aOlnts. 4ato covens - 3900' at each tans. .. GENERAL MOTES: Braced wail panel sole plates named to 'Icor ano ;b bates era oe ar xtcHao to Framinq above. Wrere joists are oerpendtcuiar _o oraceo .:a. .nes. Grcv,e o c:�c :r.,o nos ara ,.RAKE Re-serve-ft _.acs - c , _ 3r.aet - e_. Cr.Ir. .a. = -osecut'cn CIE -jl l.,yl •4 HO I S 4x P-0572.: cR 2. _x S `. T„23 IN. C.C. ad NA1_5 _ .0 C. N.C. LT = ANEL EDGES EXTEND =LT TO OVERLAP RIM jCIST t SIL:_ PLATE 3200• CAPACITY STRAP -- OLDCUINS x ' 'JN.0 SEE PLANS; FCINDAT'.CN a = vCTES: . AL.. STRAP !- :OLDCUNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. INCLUDING- CORNER INSTALLATION . TUJG HOLDOWNS CAN BE JSED C IT EACH ORNER TO MEET THE REQUIRED. LOAD. 2. ALTERNATE `: OF APPROVED HCLDOWNS CAN BE USED •N - - =LACE OF STRAP CLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. ii ,� L T . ERACE 'WA _ PL-NE1 !PRESCRIPTIVE PROVISIONS FOR I t 2 STORY BUILDINGS 2320) NOTE_ EXCEPTION FOR 2 STORY STRUCTURE- N THE FIRST STORY OF A 2 STORY: 1) EACH PANEL. SHALL.. SE SHEATHED ON EA. FACE 2i THREE ANCHOR BOLTS PER PANEL PACED s ONE -FIFTH POINTS. 3) TIE DOWN DEVICE UPLIFT CAP SHALL NOT SE LEES THAN 3000 Ibs. E: ■CGNTRACTOR NOT Ali Dlmmulon e s Shall 6 Checked And Verified. Prior To Construction. =L 2x TOP ATE - EADER 2 - 2x STUDS, NAIL SHEATHING. TO EACH STUD — NAILS PER TABLE 23-II-B-; -- API RATED SHEATHING 3/8' MIN, 2x4 BLOCKING AT ANY PLYOOD JOINT HOOKED -END WOOD TO CONCRETE. CONNECTORS WITH 1800• CAPACITY (MIN.) 2 2x PLATES - NAIL SWEATHING- TO EACH PLATE (2) - 3/4' DIA. AB. - i2' EMBEDMENT s QUARTER POINTS I "4 BAR CONT. TOP t BOTTOM NOTES: 2) 4x =CSTS CR ( 2x STUDS 24' 0.0 N! ` E! uJ Q - 11 i0 °L` W/ So NAILS S O.C- e PANEL EDGES •4 HOCKS OVER HOLDOU.N 7TA5 OR EQ. W. 2 -v2' SOL MIN. 3200' CAPAC =LOOK TIE ANCHORS 2x0 C.C. W :52/100 EACH END A. SAS' DIA. x '2° B. (2) 2x PLATES 2x PT. SILL PLATE 3200' CAPACITY STRAP HOLDCWNS ALL STRAP HOLDOU.NS SHALL SE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLDC'WNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOJNS CAN SE USED EN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY APPROVAL. = AT FLOOR OVER PONY ,UAL DETAIL (MINIMUM LATERAL RESTRAINT PANEL) 2x TOP PLATE HEADER NAIL SHEATHING- TO HEADER AT 3' O.C. S.W. 2 - 2x STUDS, NAIL .SHEATHING TO EACH STUD 8cl NAILS AT 3' O.C. ALL PLATES, HEADERS t. STUDS APA RATED SHEATHING 3/S MIN 24/0 EXP. 2 2x4 BLOCKING AT ANY PLYWOOD JOINT APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 3200• CAPACITY (MIN.) 2 2x PLATES - NAIL SI-EATWING TO EACH PLATE 2 -IC' DIA. AB.,- 1' IB M EDENT CONTINUOUS FOOTING OR SLAB EDGE WN NOTE: FOR USE IN GARAGE' END WALLS AS SHO 'IF A FLOOR INTERVENES'. BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RII1 JOIST AND SILL PLATE: PROVIDE HOLDOWS,' BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL USE DETAIL • To Reorder Plana 1,1300,1840-5421 =XT ID HEADER TO CORNER PLYWOOD WI SP NAILS • s 3' 0.0 I \ T L -4x POS S OR (2) 2x STUDS 3x BLOCKING. s PLYWOOD JOINTS oviA' "a HOOKS OVER HOLD DETAIL , (24 INCH LATERAL RESTRAINT PANEL) n !re with braces w all a nele. D 2 DOO -f9v 2x TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3' O.C. 51.11 2 - 2x STUDS NAIL 54EATI- ING- TO EACH STUD ' Ed NAILS AT 3' O.C. ALL PLATES. HEADERS 4 STUDS APA RATED SHEATHING 3/8' MIN 24/0 EXP. I 2 2x4 BLOCKING AT ANY PLYWOOD JOINT APPROVED HOOKED-END WOOD TO CONCRETE CONNECTORS WITH 2400 CAPACITY {MIN.) r , —HEADER PER PLAN 2 - 2x PLATES - NAIL SHEATHING TO EACH PLATE (2) 3/4' DIA. A.B. - 2' EMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE IN GARAGE END WALLS AS SHOWN. IF A FLOOR' INTERVENES BETWEEN FOUNDATION AND BRACED PANEL', THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE: PROVIDE HOLD BOLTS AND PLYWOOD NAILING. AS SHO . i WALL USE DETAIL •1. W I, ST6236+ '200' CAPAC'.T" STRAP Tr= 3/S• NA -LS s c CC .PANEL WS 'x POSTS C 2) 2x ST.i.':S 3x BLOCKING s PLYWOOD CINTS MY OF JUN 1 9 2000 PERMIT CENTER