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HomeMy WebLinkAboutPermit D2000-347 - THE JUNCTION - LOT 1 NEW SINGLE FAMILY RESIDENCETHE JUNCTION - LOT #1 14917 57 AV S D2000-347 e City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature: Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 377930 -0010 Address: 14917 57 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCL013DH .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: Streams: OCCUPANT THE JUNCTION - LOT 1 14917 57 AV S, TUKWILA, WA 98188 OWNER TRYON CONCEPTS LLC PO BOX 146, WA 98057 CONTACT. DON TRYON 14420 SE 84 ST, NEWCASTLE, WA 98059 CONTRACTOR' TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 771 SQ FT ATTACHED GARAGE, 120 SQ FT COVERED DECK AREA AND 100 SQ FT UNCOVERED DECK . ._ PUBLIC WORKS ACTIVITIES INCLUDE: Wtaer meter, sanitaary side sewer, storm drainage, erosion control, land altering ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 221,998.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: 150 Fill: 150 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension:, N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N r-- ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES : $ 3,101.47 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 6'sr% L44(04.-- : �d3.��p r R�r#� ra+�Mdnlra ,.� M � m�m�. ur, r} xvryrv.. �xb», nf>«.. �nurnvsn. fw; tnvSwVee+ r.+✓, ?�. w, o�+. rcrry nrtt�m�r ,mcr+NV+v++ntlpWUMrv}S�;,SS!7� , Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: (206) 431 -3670 D2000 -347 ISSUED 01/08/2001 07/07/2001 DWELLING 1997 .0 Phone: Phone: 425 - 228 -9750 Phone: 425- 255 -6518 Phone: 425 - 255 -6518 Date: i "C I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel . the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: 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. Address: 14917 57 AV S Suite: Tenant: Type: DEVPERM Parcel #: 377930 -0010 CITY OF TIJKWILA FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN Permit No: D2000 -347 Status: ISSUED Applied: 10 /31/2000 Issued: 01/08/2001 ***4****** k k******************** * * ******* **•k **** ** *;4 *k *** ** *****k *** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. . Engineered truss drawings and calculations shall be on site . and available to ding.; inspector`' for :inspection 'purposes. Documents shall bear the seal and gnature Washington State - Professional• Engineer.. . All construction 'to , be done in conformance with approved ;plans andrequirements of the Uniform Building Code (1997 Edition)'; as amended, Uniform Mechanical -,Code (1997 Edition), and Washington State Energy Code (1997 Edition): . Plumbing' permits shell be obtained through the Seattle-King County'; Department of Public 'Health. Plumbing 'will be inspected by that agency, i n c l u d i n g all gas piping (29 -4722) All wood to remain in placed concrete shall be treated. wood: Validity of .Permit The 'issuance of a permit or approval o ;plans, specifications, and computations shall not be con- strued to be. permit for, an:.approval of, any violation of'-any of the provisions of the building code or of any 'othe;r ordinance of the jurisdiction. No permit presuming' ; give; authority to violate or cancel the provisions of this code,: sha l l," be. va ia: -d . Electrical permits sha 1 "1 be obtained through the Washington State" Division of Labor and Industries and all electrical work: will be;inspected by that agency (248-6630) . There 'shall be no occupancy of the building(s) until the final' inspection has been completed by the Tukwila Building • All mechanical work shall be under separate permit issued by the City Of Tukwila. 10. All permits, inspection records, and approved plans shall be available at the .job site prior to the start of any con - struction. These document's are to be maintained and avail- able until final inspection approval is granted. 11. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H: 1V AND, HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. V014, M.....A( , y 2 C4 11 J U U O , CO 0 w w • -J �i w 0 ; I_ 2- I- O w 1- 0 o H w w 12: ui z `. U N 0 Z I hereby certify t hat I ha read these conditions and',will c omply w ith them as'': outlined. A l provisions. of, law and ordinances governing this work <wi.l1, be complied :with whether specified' herein :. or The granting of`,this permit does not.,presume to give authority to, violate or cancel. the p,rovisicns of any - :other work or local :,laws=, regulating construction ' or the" performance ; of work. Signature: Print :`Name./ U Date: • TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ,ALL DISTURBED AREAS.OF THE SITE SHALL BE.PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 12'. CLEAN AND'REMOVE`DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES. PROVIDE ADEQUATE TEMPORARY ACCESS AS NOT TO INTERFERE WITH OTHER VEHICLE' MOVEMENT OR CAUSE TRUCKS TO'TRAVEL OVER CURBS' .ALL 'VEHICLES MUST .MAKE COMPLETE STOP PRIOR TO ENTERING PUBLIC RIGHT -OF -WAY 13. CONTRACTOR ,SHALL 'NOTIFY PUBLIC WORKS UTILTIY INSPECTOR ,MR GREG ; VILLANUEVA , @ (206)433 - 0179 OF COMMENCEMENT'AND'COMPLETION OF WORK AT LEAST 24 HOURS IN.ADVANCE ": 14. The Land Altering`:; Permit fee is based upon an estimated '150 cy of cut:; and 15O,ov of fill.f If the final ;qu;antities exceed this :'amount; :.calculate the final quantities and contact the Permit, Center for ;an: ad ustment�' to ;:perrni t.' •fees. U o' o W -J N LL W 2 U. at; co a,, = a w, zi `Z D D 0 • .0 H y ' .W 1 V • • ui Z � U N. � 0 Z. Irj Permit 'No: Status: Site Address: Loc'ai on TOTAL WAT D20.00 -347 ISSUED 14917 57 AV 'S; Water Meter Type PERM!:, Water : Meter Size:, Quantity)'1 Work Order. No: 5224171 :, Connection;Fees: Ins'ta1l,Deposit Add 1, Instal r.D.eposit: Plan Review; ":F:ee: Inspec'tion':Fee •Water Turn On :Fee: S e:cia1 Assess:msnt ' > Other Fee::' PUBLIC>WORKS WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER WATER METER B WATER METER C $6 "150 '00 $.00 $15.00 X25.00 ETER FEES: $'260.00., ENGIN APPROVAL. ` LJM '� Applied Date: 10/31/2000 Issued Date: 01/08/2001:". . 00 ,00 $ 00 $.00 <00 $` 00 $.00 $.00 00 $ $.00 $.'00 $.00 $.0u $.00 .o0, $' 00 Project NamefTen-a�L �('� v „IL) n. 01.-) ,-e, -t- 1 Value of struction: 0 0U Site ess: Ad City State /Zip: 1 `k 0 t l - 1 s - 7 /7 Ve . 5 - r - ) t� l Ci c� Tax ax Parcel Number: _q7 coo - oa ( o p rt— R 2 CGOCe/Q 4 .-&c-- 4 .-&c-- Ph . 4 2 s - z_ 2 8'- 9' 'j o .� S Street Address: ( e / r � City State /Zip: k 4 (� Q ��S Fax #: 42 - 2Z ' iz-3Z^ Contra 17 L evDJ C {S PLC Phon445 7 -- 2 b' — q '7 5'o Street Ad ress: f ax City State /Zip: r 46 'TRY r /3 �4 �Kd$7 Fax #: �( ?s 2 -3z Architect: IN/4/0P C_ R 4tc /r /41�c 45 Phone: z5 �`f �- g 3 r� v Street Addre s: /4,3(1 s C' State /Zip: (6 S1- (vJ Jci ' � 7 Fax #4z C.1'� 41 - 5 3 8 Engineer: le 41 , c _ 4 , �, Phone: Street Address: City State /Zip: Fax #: Contact Person: � 1 ' Va) 77? r'ON Phon 4 . -2.55 -65( J7 Street Address: City State Z / 44zo S c'4 S� Neoc s e 4Xv ip: Fax 5 5 -- �� ax #• 2 2 z 1 Description of work to be done: / 14/o v S c. Type of work: gl.New Single - Family Residence ❑ Addition - S Ingle- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 21 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling 1 sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Appllca ' Proposed New Square Footage: _7-'367 7 sq. ft. Dwelling 'f'Zo sq. ft. Covered Deck(s) 77 / sq. ft. Garage /Carport sq. ft. Accessory Structure(s) I / sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) r 41 ' *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Date appll atlon a e ted: , Th Date a pllcafion x Tres: 0 1 Appllca ' f ken by: (initials) SFPERMIT.DOC 2/13/97 S , 'Am+ewftri ar< x CITY OF TUKIPVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F TAFF USE ONLY Project Number: Permit Number: D Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPL'ICANT REQUEST- FOR PUBLIC;WORKS ;SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: ( Additional -reviews shall bedeternlined by the Public Works :Department) ,. ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: It Cut S'O cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Flood Control Zone ❑ Hauling ��t ❑ Moving an Oversized Load: Start Time: a Sanitary Side Sewer #: ® Storm Drainage al Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Size(s): 0 Fill cubic yds. 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. PLEASE SIGN BACK OF APPLICATION FORM • Z • • I I- ~W O 0 0 rn J = F- Y) u_ w � = F_ W Z = F- 1- O ZF- W W U '12 0 W I u- Z W U O~ Z BUILDINGOWNER OR AUTHORIZED AGENT: Signature: — f_1 t/ . , J UG D /o-3(--60 Print name: ...DO �( P;: 25 56S( c 0'� , 25 . 5 9. z Address: Cil /State /Zip: ALL SINGLE- FAMILY RESIDENT/ L PERMIT APPLICATIONS MUST UBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED B . A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County El ❑ Certificate of water /fire flow availability (Form H -11 a). 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. El ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 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). El El Foundation plan and details El El Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ El Building height El ❑ Building cross - section El ❑ Structural framing plans and details necessary to completely describe construction ❑ El 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). El ❑ 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 ". Building Owner /Authorized Agent ; If the applicant is. other. than the owner, registered architect/engineer, or contractor hc by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z I I— ~w tr y J O 0 w= F— � LL w 0 2 co d = w H = z � zI- w w rn o I- wW LL' O w z UN O z r *A•4.As.**.A4:AkA*A:►•ka *A *k.4 *A**4 *�F .k4 *.s- A*A h. *- 4. *A*4� **.li**A4l•F *4k*A* (IF' CITY ' T1 KWILA, WA / " / TRANSMIT * 4 *A k•1:k•kA * * *4*A *A•4 * *•4. k t * .. *.v * A•k:1*44.* 4A 1 1..kk•:t4* **:1 TP'I4 SMIT Number': h9Ei')038I2 Amount: 3.f;C90.02 10/3i1.00 10:2C' Payment i4ethodr, °CHI:CI( tdot ai.'ion: 'TRYOP. CONCEPTS In'ita •fLI3 • I'ei- rait''14o: 02()09••347 7vpnr DEEVPE:RM DEVELOPMENT Pl:E,iilf 'Firr.e1; No: 377930-0010 .3 i to 'Ad.dress: 14917 57 'fiV S ( Total Ft�flsa �`� ;', This f zymehi; 1,090..02 Total ALL Puts £,0 10 ..012. I 3aiance: :[, 1.. 45 t . 4 A ir A ds *:1•k4 * * * *A.*4. *ski.*k+ l•1.* *s4$ * * * *4 .4, *a4 *•4 * *A Acc'aunt Code Denr.r i pi; i on 44ruount 000/345, E130 PLAN! CIIECK _ P.ES 1.,090.02, 951.1 11/03 /7:10 TOTAL '1113.52 Ln if; yhi a UO. coo' 9 N u_t w O m d ; Z F, 1— CI Z E- D p ' U O 'w V, O 4 LLJ Z i U O I"., * * * * * * * * * * * * * * * * * *** * * **** ‘**** * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** CITY OF TUKWILA. WA '20(2')_- - 1 TRANSMIT * * * * * * * * * ** * * * * * * * * * ** **7, * * * 1 * ** * * * * * *:4 * * * * * **'k ** *** * * * *k ** *kit TRANSMIT Number: R0100025 :Amount: 2.011.45 .01/0801 12:17 Payment; Method: CHECK Notation: TRYON CONCEPTS :'nit: TLB Total Fees. 3.101.47 Total ALL Pmts: 3.101.47 Balances .00 ******* * * * * * * * * * * * * * *•* ** * * * * * * * * * * * ** Th i Permit No: D2000-347 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 377930 -0010 ite ,Address: 14917 57 AV. S u avmerit Oesr.riotion Amour) Account Cade 00 600/345.830 000/3,45.830 000/386.904 000/342'.400 412/3'.42.400 '.402/342.400 401/388.102 401/386.520 401/342.400 •401/343.405 .011.45 BUILDING - RES 1.676.95 PLAN : CHECK .- UTILITY 20.00 PLAN CHECK - , .WA'T'ER METER 10.00•. STATE BUILDING SURCHARGE 4.50 INSP ' FEE UTILITY 15..0.0 INSP FEE - STORM DRAIN 15.00 INSP FEE - SME/SSS 20.00 WATER;. CONNECTION 60•.00 WATER., INSTALLATION (DEP) 150.00 WATER INSPECTION FEE 15.00 WATER :TURN -ON FEE 25.00 1505 01/12 9710. TOTAL 21,27•.01 ,; .1.1 «l:vi .. i..Yy, •,.n.1ytr10. ' 4AUS. i••= .,iii:.N .L 6i6,J ,,:u_. .n.,i1..r:..:.f. ;i Ef r a ° 4;F'r. ✓,° '.,r rwe ZL �I'1� �: ^.r ^ r:'�`iC r} UY:'• ^ .. W, 0, 0 . ' .cow CO w 0 J r U. a co 3 w z • w V co ! 0 —± O H w w' ; N; ' 0 . Pt c . 1 , Leif 1 S. ype of Inspection: I AS LAX Address: 91 °7 51 Date called. 'S j[ar Special instructions: Date wani a.m. cig Reques f Phone: �,�/ (1,o ce) S '" t - 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with permit blooc. . 7 (206)431- 3670 L Corrections required prior to approval. COMMENTS: 0.61-e-gi` ; � — (, ..,sv o CL E)O cc. ` } -rte J S`L,t f, {till -(1\/€ C t Dat W L - ► '-1 I skector:. $47.00 R INSPECTION EEt REQUIRED. Prior to inspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i'dKa$i�C? 'cti:�t,' sail.' ��ii: 1'.. �.. n ""sue {.. ��.�Z�'iY,.'��it�� + S: s� mauls.... Ved.+ue?daaa .! N ter ..1tb■ 17.E =o�fcim•. 41,, i.ndX lir,u, <<rt:M:�. oo tn 0 W i W =% 111 O LL Q: N �r W Z Hi z o LU U co o W W . = U LL Z< ILI fit 0 z Pro ect Type of InspeslI .on: Address: s. 1Y9/i 5'7 Date called: did Special instructions: a� d 1- I a.m. Date wanted: J/ 'Requester Dori Tt'y 0n Phone: (o ( 0) 3.5 - 6 e 17 V INSPECTION' RECO Retain a copy with permit INSPECTION Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. ' (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: #31,)/ P. I Inspector: Date: 1,/' D , $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: g ttiftwaStCtm'`:4 '.tciit :0:.. "w.aY v" "n/.t: & ,.�:v�.'k"�-aW-;�hta e g,s' XLj ,N "< '44 .. du. 4t v. 7... ;.a.'....,.xi,.a.S.;i:�.AU+e�bn iYl iti.sLY '...�• ;�'ri�t..ua1, �v:,i;4.uA+:r,�:U 7+�u4»....,N.,.. .. Ydavt.+u re ID 00. . coo tAW 9 w O < H Z I. I— 0 Z IIJ 3 o ' O NI Z I1J U ,' = 0 11J Z U N ~H Z . Project: • L7Z4 k, cfiav Lor/ Type of Inspection: e.• 6/1-s Address: f �/ y9/7 57/ cu-S- called: / Special instFuctions: Date wante . ,/ a.m. p.m. Request ^ o e r: lf .4,T I/ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7// /)/ /44 /20.414 iz.W, 14,- A. X() 0 �. f tw ' (do 4. Pln. pih- - P11 - 1 AI AL-1 a 44 ,, 6, 4 Inspector :: L�l Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid af6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a4w�i.' t' wt4 !R'a�1i5�3S�l:+Sd35h�..7+�dbi�: .r�,�,.'.. °°�'*. L,,.... �,--•,� '��� � o �� e•t4i+' �t���s'�.��u±fY:.r�`.a: {F§ itru .r.r� �r� rcu.{r>, ■1 A?.Wr a:ta.4 re II U CO 0 Z% Jt� W 0 : Z 0. 2 U o� _ w = UI u. "i z Pr ject: \t fid o.i -._.�f I f s lion: Type o NC A r s � rj1q �VQ• S b. Date called: / f di Special instructions: q n 0t�t- — S.S./act � ' ! I. Date wante a.m. IL101 p.m. Req � P one: a Q0(2) 355 7c./ 1:. INSPECTION REC Retain a copy with pe INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D.2000-9-7 Z r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspectot pp `�� Date: 5_ 7 0 1 $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: 23 " U' UO to G W N u : W Or g Q CO ka 1- O .' Z I- 2 p1 CI I— ui LL Z , Z l tll (.3 N ' 0 Protect: Type of spection: Ad 1 ress: `-k q l-] 7 Date called: ('1 ° I Special inst ctions: Date want r s ,0 p.m. Re ester: ` 1_ 1611 I 1 cerru P ne:" 4 Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 ;i 4-7 PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: Inspector. Date: ri $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: vGfu i fi<_.a.i.Y,:r 1 , . �kau.+w Q�.. ete «vcm.SiifN }:a.�1:# X' wn,. 7ek+` rii-1 6� .!4 +6wL.. Project: UV\� , 0v Addre s. nn I 5 /In, S Special instructions: Type Inspectio°� I r —t-hS a a� , 61 Date called: = ; - o_o Date wanted: a.m. , 0-0 01 Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Eficpproved per applicable codes. INSPECTION REC Retain a copy with permit (206)431 -367 CI° PERMIT NO. Corrections required prior to approval. COMMENTS: A ?))- (0e2 re r Q t,l P0 Inspecto Date:.1 0, 0 \ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: `.an...u,*.31 +•rs.,ri e3fl a....�'.'G. o dp6atc.vxx;nit044 ik&ai4:: %Ri'rw. i s�aw�.. r. Y,�6�,'..rnisv'i+w�ti.SxJ;:��J„# eev rtiseaCJa3 r- .6�[rrS: +.N.11 �4..�:it:.: 2 0 CD w, ww O. u- < . D / I 2 � H 0 2 F- V0 10 N; .0 w V IL 0 t .. 2 . • 0 - 0 f; 2 Pro ect v y b r + , ,; { • w ■ • iAtir71 1 4 Alit I ■ 'S' r z �: Type of Inspection: • (L ` L.r - / ' ' a! A . ressi ; .. Date called: i Special instructions: 1 ) � ' 3 Date wante : a.m. 't Requ r . — ice 3 s '8 74 INSPECTION NO. CITY OF TUKWILA BUILDING4)I8 6300 Southcenter Blvd, #100 'ukOla, WA 98188 Inspector: ..,... -r..,, T Approv per applicable codes. INSPECTION REC Retain a copy with permit AA i l PERMIT NO. '/ (206)431-31 , Corrections required prior to approval. COMMEN Cnrrrcrt; Oleic r (0,11 t ,su 4 lO) ` api r()Vedt- �_) Fi 'YOw ■ ib f f - id G h rdUedX o hs .)Lt4 tu,, nor G 70 O�� 6 ti•e_ rc cc 11 � Sk 4-e h .ev o 4ous€ ()IC_ - r,Ua Date: V $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 9 k.t3�paIFS`.. uQ� .SYrwa'/ef�t/.��.si{0. ; ' "':CSy�1 #S!1&S..V, ti?tt�„f rrAitslirld:'N:in+ ' 4 , 444,6,1.0ifNA. ,iN,r 144* A' 4.0 Z F z . 0 0 fn O 1 w' F N w 0 . 2 SO- a. =d ' I- w . I- 0 Z I- uj U 0 0 Ni ,C1 i- = w . • H tJ, 1 — 0 ti • l Z 0 Z Project: J O VNCA ‘ O v1 L-j I Type of Inspection.. t \-- YO wt r mt./ Address: 11-11 i i 5 Ave S Date called: L 1 - 1j , 61 Special instructions: 1 ► P , 3 '� Date wanted: 1-1 - ` 1 5'6 1 p.m. Requester: Phone: apt Q - 3SS - &9 7L( 1 0 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f ■ Approved per applicable codes. -Corrections required prior to approval. COMMENTS: I Ma; nor S)voa r tAl a 1k MI SSIhq 6)10c11._ t ea T Ioor : r P - 4�, I I 21) )4-11.ct'or \fy)k+$ t�v��1.���, L . l hc l.es 1 1,rt-g ‘ � I 3) P 16dr 5; S sloci r tAJa I (S I \ i 1v (74"4 I v dieS f'}2Y cr�Piv I-Q� O. C Q 11— — k , Date:: / `^ 13 � d $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: „ •rf.yr ,, Ir rig: .L^1R5i1rw lai.. Y.bi4r, ilcal. is i . ■ •....x ,,. ; PERMIT NO. (206)431 -36 w :.11. �:.. ,n tu.rU.;: an, ,m..c,ri.1•.I2 14 4447 LX4'S1 r A ft/r4 ikg:Ark ka. d? 4i?. .5'r.- r WA'r n , ..awu,r�tse SF.krt.Ar,.✓r��t+ay.i�. 11 r440 .+4 15. Project: Ty e.'o Inspects ,? In CI / dress: , 1 W� l li s�h `�T4 v � , J Date I U �, � Special instructions: Date w me : I -0/ � „:J p.m. Re uester: Dr r\ Phone: 3n"7 ` I 2c(0 -- 35s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. I INSPECTION REC Retain a copy with permit t ) Ob ' K PERMIT NO. Corrections required prior to approval. COMMENTS: / / /J, -,, 4,4 )4 / •) C „le/15011, Dat e�1��/ $47.00 REINSPECTION(E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv , Suite 100. • Call to schedule reinspection. Receipt No: Date: iv is, 0 0! W w J _ w CD 0` 2 QQ LL Q = d I— W, l- z w w 0 1— .w W! • I— c.); o w Z . It 0 O ' ' ' Project: , JUV\C -10, Type of Ids ection: f A f`_ , J Ae- iII i A ` 1 7 A v 5 called: ")- 16- G l Special instructions: __ . . .. Date wanted: E , -I5 -0I Requester: Phone: INSPECTION RECO I tain a copy with Retain py permit p "INSPECTION NO. CITY OF'TUKWIL B UILDING DIVISION Inspecto pproved per applicable codes. PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: 44' O r `Skrair wog a D!? rn �lc°� , r .SLeW■ 1 �t �lJ ►�(')1 /lr • (/ Date: 19, h 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid "'at6300- Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 1 Date: ' • m. .a�Klirl�iS::h:.sm';:!"ssrLl S:uix +aidi •'1. „:0. — .4,: t;t„£tanr i+i'i -in 4 : >•; ;,,, wA stlsi rs' £. • C.) 0; CO 0 •U) UJ NIL w O: LL Q , H w. Z E- O` ZI-i 2 Di O co: ? •W I-- —. 0 • Z W INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818:' p (206)431 -367 Project: II JLhC tl t7-1 Address: 5� rr `ak {so. S pecial instructions: // Inspector: Approved per applicable codes. Type of Inspection: Y '1 cv(al l`t. Date called: 3/14/ Date wanted: 3 /f.5 /o Requ s� ter: lDZ.UUD -3 L/1 PERMIT NO. Phone: 35_S g9 '7 L l Date: 3, O I a.m. orrections required prior to approval. COMMENTS: j{ (S t t - M-11; - ) I n CP SJ e' A )0 Stc Q oc , i o) keno- rocf ra El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: LaUf."'Jftli4itUifisnittinflas ' Ytuc t J/ i i1.�i1:Kv'G • G } tl Project:...-1,, / ' 1 f ,,, Type of Ins= Address: (9IN 5 ? A) s Date called: 2-2-2,5-0 5` Spe l instructions: 0 r „fi / S 4/4.? Date wanted: '1r�l P.m. Requester: Phone: Zoe-- 35-51/4. Inspector: 1 1 Approved per applicable codes. INSPECTION REC Retain a copy wit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 630Q Southcenter Blvd, #100, Tukwila, WA ermit PERMIT NO. Cr0 r 5 0407C e. 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: (At 1. l) W v-61 e 0 v■ Date: 3_ 1 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date :. ,. - ---• �.. r.- �'+` �$ s::,+..% aw�5e34' �Y• I+ ExikCk li+ ��' .:1{�Rs.".shY�::6.:��n7. ^��t`�� ni._t_r:j� 4.I .+i W4 A.t i �E .l.k,9tiSu�id1 fr . co W m LL Q • co _ v F 0' Z W W o (D, oi- ; ; W Z • — V' 0 liI (D; 0 . z' Project: I J1C f rM TYP AI Inspection: I'� rq 5 Address: 7 `� 1491`7 S' c 50 Date called: U ,2/410 / Special instructions: Date ante : / / a.m. P•Y Requester. Phone: �ntp- 355 - x`7 t i INSPECTION RECO5 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3 a pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspectors \� (} ' - .sic:iiyv‘s ck Date: 2 _ 1L/ 0 1 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .:i.:'t ...�..� .., .._,..n. ✓.tuS ... t...di �u.�$....tL s,.art,.r 4h.. T,44; • •.1Hi iY�4.t' 1 . W; 0, 0 0 ' rn w ' w 0 ' g '. u. a; F W ■Ow 0 I = 0! 0 Zi U � 0 INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. PERMIT NO. Project: -1ia1 J04C. i Address: t)-191 S -7 /4J e 5 Special instructions: Type ofjpspecti n: h IUh Date called: 1 Date wanted: 1- )-4 -O Requester: Phone: (206)431 -36 Corrections required prior to approval.. COMMENTS: aKirr;cAr 1,001s $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Allen''•` .i3V,ay g o,,, r ?7i'p ( U 0 0 to o co w N w 0. gm` 1. 0 z � o i 0 1-' I H - a t . ill Z. 0 I- Project: • 77. ,x. I Z/» c. h U'') T e of Inspection: will. (6t..f Address: cit' /c/fit"? 5 a S- Date called: t/ Special instructions: Da7 want d: a.m Req ester: UtAi Phone: `1 -,?SS- L5l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECOO Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS:' .P v w -p-\ e r ._&J, Date: ' 0' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pl,{ ,z'i{at ,d f.3,Jt .liu` .,f., t., i:J aC u,rl., Project: Type of nspect' n: tOvl Add�e$ . 9' 5 7tL �� Date calle �`I et`o 1 5 ' Special instructions: Date wanted: --1C1,61. ae p.m. Requester: G v Phoned INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. b2,CXb- 3 t I PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: C of f- ecA - rr1w\ Nei e' • co vo Inspector:. C Date: -19 -0 $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: 4h. ".+0 ,ru'f ,w C+d..Jt+�S.. —.-.n ,t.'.n11h nu, •...�yt.t�t+s••Ty::' P ' . t: Type of Inspe ioW ' G ; • 21141: 57 Ave ate called: l / 1.-7/0 o Special instructions: S Date wanted: / .m Requester: h Phone / J LJ_' — f. S 6c 1 ti INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e"-N? tJ n /-64t{1nCt at 4eV` r/lvck- 3 l-� t 1-OO to1 1- 30 oy rt. i v� 4 109 4 t 1x- - voy OJr Inspector: „Qs - Q,a„J„,, Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: to �.,.,.i .,. ;. .,t •.vkw._..,. c..is�:. ,.rn,ltYi� t,J.�3.;a'Ao..}rkwa.�.C'A'sYi!« a#5�dii1U.L.Y e J O, U CO o; WI,, J � N W 2 g J , lL Q? N om: •• W; F- O W I-• U D I— W , W_ .Es2 t z Project: u1 C`{"7 /Y\ Type of Inspection: • S% /le S ewe r 1Sir,/ma/ Address: J / 7 S - 7' -4 ,1"e S Date called: ,415.10 Special instructions: Date wanted: a.m. a i/ y /01 p.m. Reques r: Phone: (Z059 355 Er INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Dol O o 3 PERMIT NO. • (206)431 -3670 Corrections required prior to approval. COMMENTS: /i y/0 2 c gle 7 d ept x) t —rte- cad k f7 U lft '( ,t/ / de - . �r i 044 7747 raL Inspector: $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: t et )b. ...-tA lgrf lGVk r A ∎:, Z tu 2 U to 0 � W =: J ~; N LL W O '• 1L Q w ; O ZZ 12 LU U D i O Ni i0 W W ;, = V f • F tl. 0 , Z U W ' 1 ••■••■••■ ••••••••••••••■••■•••••••••■••••••••■••• . 4. ••■••••••••••••••■••■•• c7 / • • ram.- • FOUNDATION SHEAR WALLS FOUNDATION SHEAR WALLS ��wr.a� I CITY OF TIVED OCT 3 1 2000 P E R MIT C EN T E R D Z COO 34i I S 51 JOB w.: B$421 PROM: MIN w ! V ' V Oi co o W w' 0 i W 0; LL Q 0 H W Z F- 0 Z F- LU uj 3, U 0 �' 0 H i w W Z Z ' r 1 MAIN FLOOR SHEAR WALLS srr4 v�•r.o• va CA\ t.•••• O C..• - 7 - .P . .. ' ( ... 'i ...".r ..., . L ' a ' 1 .... . .. 1 US ..-- ...., ...--' t■ WON( '":...‘ ....' . C d ii) '..e•\ P = NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ _ CD C") —4 0 rn CAD - n 0 m m ° NJ 83.1.N30 11111:13c1 4 ill° SHEET ■.■,, OW: f)S14 , Kapp ler Architects , P.S 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts Date By DesciPticn 1/71/97 NS PEWIT ET 'MVO GC HA* 111V*011 PLAN # 2367 3-CAR LOTS 1 & 21 BURGSTROM PLAT TURV/ILLA, WA TRS DRAWZG IS © COPYRO-ITED me s - n-E scausvE psoeurry Ce TI-E Am-IrrEcr t CA\ t.•••• O C..• - 7 - .P . .. ' ( ... 'i ...".r ..., . L ' a ' 1 .... . .. 1 US ..-- ...., ...--' t■ WON( '":...‘ ....' . C d ii) '..e•\ P = NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ _ CD C") —4 0 rn CAD - n 0 m m ° NJ 83.1.N30 11111:13c1 K\Kaa\00\ 00184 \0018421DWG 10-12-2000 15:1407 Sheet. UL Wakstatbrc Casey() ...■ .,., ' SHEET ' ■111111■1 JOB Ha: 9013421 I !IOW 99019 ■•••■•■■ R Kapp ler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 * Fax (425) 641 Tryon Concepts Date By DescrOtion 101P15 tre PM'? SET VAMP C.I0 3-CAR PEVS06 i PLAN # 2367 3-CAR LOTS 1 & 21 BURGSTROM PLAT TUKWILLA, WA MIS DRAWNG 6 © COMO-RED AND 6 ME ExausvE PROPERTY OF THE mow P M g NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. •: • FOUNDATION SHEAR WALLS Y6• .M1 C SYMBOLS & LEGEND O POINT LOAD FROM IONE MINT LOAD FROM ABOVI Y LOADW ■ POINT LOAD TRANNERND DO1N MINT LOAD TRANNERRG DORI EW LOADNO MANGER ._ D FONT LOAD ?MANNERED BY KIOCER HOLD DOM UMW SZS OES0NATION VERTICAL STRAP WTH SIX! DESIGNATICNM JJJ(((___ TO SE USED EN FLOOR BELOW STq— MCRIZONTAM. STRAP WTN SZE 0E6GNATICN O NDICATE6 SEAM CALOLAt101( RIM NDERED SU'*ER 7X/ENT co. 6HEM WALL TYPE 0 NEAR WALL WALL ABOVE L:j' WAIL BELOW U07E UNLESS OTNERUS4 NOTED. ENENEERSG AND CALCULATIONS ARE NOT PROVIDED N TME6! DRAWNDS J 2� CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA 1 MAIN FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMP SHEAR NOTES 1. ALL SNIARUALLB 614OIN ON T1 FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHORN SHADED). 5. ANCHORAGE IS FOR SHEARUALL6(PANEL61 ONLY, WERE PORTIONS OF WALLS ARE NOT DESIGNATED A8 SHEAR PANELS, NAILS MAY DE SPACED • 16 0015410 PER TABLE 23.11.8•I OF UDC. 3. 113 PORTIONS of WALLS ARE NOT DESIGNATED A8 SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MN. UDC. REQUIREMENTS. +. PROVIDE no STUDS AT ALL HOLD DOtN LOCATIONS. S. 845 MANPACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HDLDOU(. STRAP. AND COM(ECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SNEARUALLB SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES 814ALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO 614EATNITC. 8. STARES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE•APPROVED BY THE BUILDNG OFFICIAL ROC, 1 FLOOR 61IEATHINO I. ROOF 6HEATHNG, 1(4' 068 APA RATED SHEATHING (24 /0). LAY UP 1115 MN111/1 VS' CLEAR DETUEEN PANELS TO ALLOW FOR EXPANSION. NAILNG SHALL BE Sd AT 6' ea AT PANEL EDGES AND IZ' ea AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OC. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHR.4M 6HEAR.180,40O2.I+5p.T 2. FLOOR SHEATHNG, 314' CDR TV. APA RATED PLYWOOD (45/14) NAILED AND GLUED. A0IESIVE SHALL COFOIR1 TO APA SPECFICATION AFG 01. PROVIDE TAG EDGES AT 1003 PANEL EDGES. NAILING SHALL DE 10• AT 6' cm AT PANEL EDGES AND 10' of AT NTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM 614EAR.21505S3.I11p.T 3. PLYYDOD SHALL BE LAID UM PACE GRAN PERPENDICULAR TO SUPPORTS AND END r Imes. OTI4RIAI� UPPER l SHEARWALL nIEDULE aa1•r GIS it 1E 11 it li g5k VOX ?t0 i 01 1401 luster r1 w 1401 01 1 • ii 01.1 N'• Rd •E. N'GMOR SID! 01 OR S4' •4' IM•W S4' 1114 ONE SIDE d' N' GM TID woes Si' • 4' Sd • S 01.4 OR M' • 4' 14d I S' 54' 0.5 TIC SID4$ PI.SA M' 4' Sd • 5' PI • NV • 4' 6d • 5' PI .4 51' • 72' 151 • 4' 1•' ODs OE W 515'• 6d •)' P1.) � USE 34 61UD1 • EIS' • N• i1 Yd • 13' 2 PANEL EDGE) n-3-" —USE 5. 57UD) 51' • w �I EAS 1• )110) 141,' OAR TWD PORI CV ROLE P2.4 514110ER II4ATII•G NV • 5' 6d • 4' ,ONI&W h I40I PA/ILL EV60 (7) ROWS r7.3 54' • O' , Rd..? tea HAAID6OARD SIM on ma. ref 060 REPOIM 7015 38 1 Mr • 4' Rd • S IOLS & LEGEND LOAD PROM AI0v! LOAD PROM ABM! W LOAONS LOAD TRAMPROONEI 00/ LOAD 111ANY!ING 0011 1R LOAD TMNIPERED BY KICKER DOWN WITH SIZE CREMATION CAL STRAP WITH SIZE CEIRMATION 1 11)40 CH FLOOR BELOW /MTAL STRAP WITH SIZE 0150NATION ALES 6661 CALOILATION WITH CEO WISER DODO O 16EA4 WALL TYPE OF 6.CAR WALL 'ALL 14014! = WALL 541041 OTH4RUIE NOTED. 1944•41N2 AND ARE Not •1041040 M NEW DRAW•06. rahlatirilEIZIA 1 CALCULATIONS R DESIGN CRITERIA n� FLOOR SHEAR WALLS SHEAR NOTES SAM 0MIRkt� RSA . SHEARWALLS SOCLIN ON THE FOR WALLS ON THAT LEVEL rrfrICALLY SHORN ANCHORAGE 16 FOR 044EARWALL0MANEL6) 'WERE TTION4 OF WALLS ARE NOT DESIGNATED AD MEM FIAMELS,NAILLI 6PACE0 II.E 25 -II•8■ C. • !RE PORTIONS IALLS AIM NOT DESIGNATED 46 SHEAR PANELt1 THEN MEM DETAILE DO MDT APPLY. LOU MN. UDC. REQUIREMENTS. • OvIDE no STUDS AT ALL HOLD IS. 3. !E FlANUPACTURER11 REQUIREMENTS ANO DETAILS FOR EACH TYPE OP NOLDOM AND COWECTOR FOR PROPER INSTALLATION 6. ALL PLYWOOD OR OYPl&21 SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON ETUDE. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO MEANING. A STAPLES OR !CREWE ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAIL! FOR DESIGNATED SWEAR WALL PANELS L LE/6 PRE- APPROVED BY THE B1)ILDNG OFFICIAL JUMP I !LOOM SNEATI4II L ROOF 6HEATI4ING. 1/16' 068 AMA RATED SNEATHNG (24/01 LAY UP W/ MNP1111 I/B' CLEAR BETWEEN PANEL& TO ALLOW FOR EXPANSION. NAILING SHALL BE 6d AT 6' co AT PANEL EDGES AND D' cc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' 00. • ALL UNSUPPORTED EDGES ALLOWABLE DIAPNRA/1 SHEAR•16040132.142p•1 2. FLOOR ENEATHI G. 3/4' CDX 1.0 IPA RATED PLYWOOD (4!!24) NAILED AND GLUED. ADI•5IVE !HALL CONFORM TO APA SPECIFICATION AFG 01 PROVIDE TO EDGES AT LONG PANEL EDGES. NAILING !HALL BE led AT 6' oc AT PANEL EDGES AND 10' cc AT INTERMEDIATE SUPPORT& ALLOWABLE DIAPHRAM 6HEAR•215.062•Illp•1 I. M1YU00D SHALL BE LAID WV FACE GRAN PERPENDICULAR TO SUPPORTS AND END • UPPER FLOOR SHEAR WALLS sr, TLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS CTM OF TuVKEwD OCT 31 2000 PERMIT CENTER rte_ 8 a X 4 V (AF O ■ • � V II: C4 z � O a ° a �, F aMi N g a 141E .10514: 006421 PEOY: 16524 1997 UBC SHEET • S3 0O co 0 W =t J F- N LL i u O Z ~ I- 0 z � O N 0 J _ w w . I 2 w z' Kappler Architects VERSION 97.1 INCLUDES ] STORY Lateral Analysis for: LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA Job No. 00184 -21 Date 10/11/2000 SPM TRYON CONSTRUCTION Plan #2367 w/ 3rd Car Option City of Tukwilla, WA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER Long Wall ' ..... ,! G3 `6 KAPPLER ARCHITECTS �".', • tom' BELLEVUE, WA 00184- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor4$6 $.145320 , - ;L �•, . "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT "WET STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included RECEIVED crry nr 1KWILA OCT 3 1 2000 PERMIT CENTER 10/12/2000 PAGE 1 moo- 3C&7 • w:didYbau edr s W ; o N 0 W 9_ W o; u. Q i. N om; = d ' Z f- Z U 'o CI; - . 0 1--, W _ H 0, - o z la l WALL HEIGHT Ce Cq qs Iw 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - (20 / ( r max ((sq root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALISYS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = qs = Iw = VALUE USED Ce = Cq = qs = Iw = r max = I -3.43 I Method Factor Wind Stagnation Pressure Importance Factor 1 : 1 ri= r i story shear 1184 1 13406 I = therefore use WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH P(ROOF) 13.0 P(FLOOR) 9.25 P(LOWER FL) 0 P(GARAGE) 0 KAPPLER ARCHITECTS BELLEVUE, WA 00184 -21 Tryon Plan #2367_1997 -7 Lateral analysis wor*2b t.1418320 Min= 1.0 Max =1.5 PSF 1740 42 11841 0.09 P /LF 211 122 0 0 SF # FT # FT # FT # FT 10/12/2000 PAGE 2 2c I— ce W: U ; oo o . W W; WO } u. Q N a ? Z � H O Z 2 j p 0H W W, Z, U H I- Z ROOF 12 50 40 24000 ADDITIONAL LOAD 0 50 40 0 S / S EX. WALLS 10 100 8 8000 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 90 8 5760 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT 0.36 8 6 FLOOR S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 8 50 100 80 90 40 8.5 8.5 8.5 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 30000 8500 6800 6120 51420 FLOOR S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 8 50 100 80 90 40 0 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 15000 0 0 0 0 BASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WALLI WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= 95580 KAPPLER ARCHITECTS BELLEVUE, WA 00184 -21 Tryon_Plan #2367_1997 -7 Lateral analysis worlt26641d8320 0.1964 95580 18768 WORKING STRESS WOOD DESIGN 1.4 I 13406 I# NO LOWER L'EVE Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi 44160 51420 0 hi (Plate Ht.) 18.5 9.5 0 Wixhi 816960 488490 0 sum Hi x hi 816960 1305450 1305450 TOTAL FLOOR FORCE: Vi= 2122410 Wihi / sum Wihi 0.6258 0.3742 0.0000 Vi 8390 5016 0 13406 10/12/2000 PAGE 3 ?.cco5't7 1 1 - W , 2 Vi U O N 0 W N_ LL W O Z I— O Z F-: w 2 0 co O H- W w', F ll •Z w O Z. SEISMIC EQUALENT UNIFORM LOADING - F= V(W)(h) /total (VV)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE UPPER FLOOR MAIN FLOOR WIND „GOVERNS', ti *v, aac. fir'; "sn�r ht SEISMIC GOVERN JY @ 211 # FT @ 362 # FT ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 16d Mal?) SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8” DIA. AB 183 152 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 1049729.72 SEISMIC FORCE 131.628375 #FT 65814.1875 1645.354688 158.70:- ALOW.Ft= 99:72 1.33 143.64 # /NAIL 731.501 1050.71 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) 13406 P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT 2.75 FT O.C. # /BOLT 3.95; FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 00184 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor4 .116320 WIND FORCE 525 1.33 11.45 NAILS 183 152 0 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 10/12/2000 PAGE 4 Z0004 V W h Wh F ROOF 13406 44160 13.00033333 574094.72 7332 FLOOR 13406 51420 9.25 475635 6074 LOWER 13406 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING - F= V(W)(h) /total (VV)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE UPPER FLOOR MAIN FLOOR WIND „GOVERNS', ti *v, aac. fir'; "sn�r ht SEISMIC GOVERN JY @ 211 # FT @ 362 # FT ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 16d Mal?) SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8” DIA. AB 183 152 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 1049729.72 SEISMIC FORCE 131.628375 #FT 65814.1875 1645.354688 158.70:- ALOW.Ft= 99:72 1.33 143.64 # /NAIL 731.501 1050.71 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) 13406 P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT 2.75 FT O.C. # /BOLT 3.95; FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 00184 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor4 .116320 WIND FORCE 525 1.33 11.45 NAILS 183 152 0 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 10/12/2000 PAGE 4 Z0004 I #N /A 0 0 0 0 #N /A _. #N /A Z) Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 11.5 3.75 3.75 2.25 4 176 fFal3,1 ' l Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 5284.28 5284.28 3170.57 5636.57 MIN PLATE NAILING 10 INC O.C. 300 300 180 320 1701 1701 882 1512 2501.25 2501.25 796.50 2442.67 742.14 742.14 1055.14 798.47 NA NA _ CS16 -30 _ NA I 20 7.5 0 11 0 228 ,:,/,:n P1=6:mI Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /0I 1528.12 #DIV /01 HTT 22 #DIV /01 CS16 -30 #DIV /0I 8.5 17.5 4.5 0 0 81 I`t "P,1;6:, {l Mo= Wall(DL) Roof (DL) Mr= T =C NJ REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /01 #DIV /0I NA NA _ #DIV /01 #DIV /0I SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 a (7 � 1 1-- z 0 o! U- 0 2 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 ec 2/3DL REACTION HOLDDOW TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 00184- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42b1:6$ d d d d SHEAR V WALL TYPE 10/12/2000 PAGE 5 15 19 7.5 0 0 1191r : ?P1 =6po,1 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 18120.01 7152.64 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 1520 600 0 0 0 0 0 0 9626.67 1500.00 0.00 0.00 447.02 753.68 #DIV /OI #DIV /OI NA NA #DIV /0I _ #DIV /0I #N /A 0 0 0 0 #N /A 4r ft #NIAfit Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 15 15.5 20.5 0 0 881 P1=611:121 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1240 1640 0 0 0 0 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /Ol #DIV /0I NA NA #DIV /0I #DIV /0l #N /A 0 0 0 0 #N /A II sf 1 #NIA2I Mo= Wail(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 �-- x E2 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 th w = I-- c9 Z c 2 /3DL U REACTION UPPER FLOOR Load 211 Ht. 8 t LLI J 2/3DL 0 REACTION UPPER FLOOR Load 211 Ht. 8 w J HOLDDOW HOLDDO 2/3DL REACTION HOLDDOW TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 00184- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wolit2b13015320 c c c d d d SHEAR V WALL TYPE 10/12/2000 PAGE 6 4 2 2 1.75 1.75 81 NM tI Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 1376.84 1376.84 1204.74 1204.74 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 21 INC O.C. 340 340 297.5 297.5 0 0 0 0 226.67 226.67 173.54 173.54 575.09 575.09 589.25 589.25 STHD 14 STHD 14 _ STHD 14 STHD 14 20 8 10 10 0 2591u 01;114w?.I MIN PLATE NAILING 7 INC O.C. Mo= WaII(DL) Floor,Roof(DL; Mr= T =C N REQUIRED 17605.34 22006.68 22006.68 0.00 1360 1700 1700 0 1680 0 1800 0 8106.67 5666.67 11666.67 0.00 1187.33 1634.00 1034.00 #DIV /01 STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0I 8.5 3.25 4.5 8 6 142KUP1t6tggi Mo= 3913.14 5418.20 9632.35 7224.26 WaII(DL) 552.5 765 1360 1020 Floor,Roof(DL; 900 1080 2720 200 Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING T =C 719.88 589.04 - 155.96 797.38 12 INC O.C. N REQUIRED STHD 14 RJ NA NA ;THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGTH Load 152 Ht. 8.5 c„ o: 1 MAIN FLOOR TRIB.LENGTH Load 362 Ht. 8.5 Mo= Wall(DL) 0 0! Floor,Roof(DL u_ 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 362 Ht. 8.5 2 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDO MAIN FLOOR TRIB.LENGTH Load 362 Ht. 8.5 2/3DL REACTION HOLDDOW a a a WALL SEGMENTS b c b b c c KAPPLER ARCHITECTS BELLEVUE, WA 00184- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42b $.1d5320 d d See beam calculations for added overturning load TRIB.LENGTH a b c d d SHEAR V WALL TYPE 14.5 4 12323.74 680 120 1066.67 2814.27 STHD 14 RJ 4.5 13864.21 765 135 1350.00 2780.94 STHD 14 RJ 6 18485.61 1020 585 3210.00 2545.94 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /01 #DIV /0I 3621 liP1 ° -3 1 MIN PLATE NAILING 5 INC O.C. 10/12/2000 PAGE 7 2 °W fts.34 7 I- CC 2 M o 0 0 ; _ W .. W 0 ' II s O N W id H V' •. • Z'. 15.5 15.5 19.5 0 0 161 ARNP1-611M Mo= Wall(DL) Floor,Roof(DL. Mr= T =C N REQUIRED 21148.42 26606.07 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 - 0 0 18819.58 14576.25 0.00 0.00 150.25 616.91 #DIV /01 #DIV /0l NA _ STHD 14 RJ #DIV /01 #DIV /0I #N /A 0 0 0 0 #N /A #N /A4 tz Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A 25.5 6 13.5 7.5 2.5 313 1,1,1:=4tte Mo= 15979.09 35952.95 19973.86 6657.95 MIN PLATE NAILING 42 INC O.C. WaII(DL) 1020 2295 1275 425 0 Floor,Roof(DL; 840 2025 900 300 0.00 Mr= 3720.00 19440.00 5437.50 604.17 MIN PLATE NAILING T =C 2043.18 1223.18 1938.18 2421.51 6 INC O.C. N REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ ;THD 14 RJ 5 23 21 0 0 41j/ P1=6 -I Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 8052.44 7352.23 0.00 0.00 MIN PLATE NAILING 42 INC O.C. 3910 3570 0 0 0 0 0 0 29976.67 24990.00 0.00 0.00 - 953.23 - 839.89 #DIV /01 #DIV /01 NA NA #DIV /01 #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGTH Load 362 Ht. 8.5 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGTH Load 362 Ht. 8.5 2 /3DL ✓ REACTION HOLDDO MAIN FLOOR TRIB.LENGTH Load 362 Ht. 8.5 th ww 2 /3DL ✓ REACTION HOLDDOW MAIN FLOOR Load 362 Ht. 8.5 w - J 2/3DL REACTION HOLDDOW TRIB.LENGTH a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 00184- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor4$b t.1d5320 d d d d SHEAR V WALL TYPE 10/12/2000 PAGE 8 rzcoo -317 • DESIGN CRITERIA -per 1994 UBC Wind Per Section 1618 design wind pressure: P =Ce x Cq x qs x Iw where Ce= exposure factor Cq= method factor qs =wind stagnation pressure Iw= importance factor Site /Project Values: Ce =0.62 exposure 'B' (.15) Cq =1.3 method 2 qs =16.4 80MPH Iw =1.00 P= 13.22 PSF (.15') 14.28 PSF (.20') 15.35 PSF (.25') 16.20 PSF (.30') EARTHQUAKE PER SECTION 1628 Base Shear: V= Zx1xCxW /Rw where Z= seismic zone factor 1= importance factor C= numerical corfficient W =total seismic dead load Site /Project values: Z =0.3 zone 3 1 =1.00 C =2.75 need not exceed Rw= 8 plywood shear walls 6 GWB shear walls V (ply) =.1032 W V (GWB) =.1375 W STANDARD DESIGN INFORMATION - unless otherwise noted 1.1umber /grade: species group 3 or better 2.horizontal sheathing: roof: 7/16' OSB w/ Bd nails @ 6' oc edges & 12' in field allowable diaphram shear= 180 x 0.82 =148 PLF floor: 3/4' T &G w/ 10d nails@ 6' oc edges & 12' in field allowable diaphram shear= 215 x 0.82 =177 PLF 3.shear walls: see shear wall schedule note: GWB shear walls must be reduced by 50% when used to resist seizmic forces WcX3 —3 (17 c.) 2 w • o` co 0 Z E L ILI Id V 0 . w w ~ U; 0 V ILI =i 0 it WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/99 FILE: M: \ \KAA \ \99\ \99064 \ \NEWFILE Homeowner: Builder: Site: PLAN #2367 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @151; Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 501 * ** Floor R19 vented Joist 16oc ' Glazing @12o * *2GL VINYL CLR /AIR Doors Wood 1 3/8 °, solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing ,Analyst: NMS Jurisdiction: Utility: HOUSE ID: TRYON CONCEPTS House Type: Single Family RECEIVED Floor Area: 2367 ft2 CITY OFYUk^ Weather Data: Seattle, WA OCT 3 2000 Climate Zone: 1 :PROPOSED 457 Btu /hr -F * ** kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.470 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Proposed UA PERMI I GCNIER Area = UA 1205 49.4 355.0 230.8 56.0 21.8 2463 152.7 1297 46.7 19741ft3( 126.4) Reference UA 501.4 X Area = UA 1205 49.4 285.2 134.0 56.0 21.8 2416 198.1 117 7.3 1297 46.7 19741ft3 (126.4) 457.3 ■ Items in parentheses not included in COMPONENT PERFORMANCE totals. 6� °T • ** Denotes non - standard values - check calculation of thermal value. V\ , k,) �,.. Page 1 )..r 2a10.1 t �1 q yE WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: M:\\KAA\\99\\99064\\NEWFILE Struc Mass HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct LOsses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: • Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION PROPOSED Sbuth ft2 Southeast : East' Northeast : Eff Glz: Light Frame, Sheetrock walls PROPOSED Gas Furnace DEFAULT 78 % 0 % Vented crawlspace Attic or garage 0.60 30614 Btu/hr 0 Btu/hr( 0%) 30614 Btu/hr 46000 Btu/hr (150%) *** MBtu *** Integrated Spot & Whole House 0.0 () Btu/hr tons (@125) kWh/yr R- 8.0 R- 8.0 HOUSE ID: TRYON CONCEPTS M- 3.000 2367 Partially Shaded .Location Avg Rvalue Surface Area • 473.4 ft2 94.7 ft2 PROPOSED North ft2 Northwest : West Southwest : Economic and energy consumption estimates are designed for comparative 'purposes only. Actual cost for heating will vary depending-on weather conditions, occupant lifestyle and other factors. Page 2 07/22/99 • 7101 2vocs-- 3 47 C.:4■14.1,,ts.a..a,- ".■ JOB NAME: JOB NUMBER Coavri aht 1994 INDOW TOTAL TOTAL AREA (IN SQUARE FEET) f.. • ROOM WIDTH HEIGHT • AREA QUANTITY NAME (IN FEET) (IN FEET) IN SQUARE FEE (HOW MANY) 1' M I :FLOO LIVING ENTRY DINING KITCHEN NOOK FAMILY l TOTAL MAIN I BEDROOM #2 BEDROOM #3 STAIRWAY LOFT TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing % 6.00 1.00 5.00 3.50 6.00 8.00 M. BEDROOM M. BEDROOM M. BATH '3.00 3.00 6.00 5.00 4.00 4.00 7.00 5.50 5.50 5.50 3.92 6.67 5.00 4.00 4.50 4.00 4.00 4.00 3.00 4.00 33.00 5.50 27.50 13.71 40.00 40.00 1.00 1.00 1.00 1.00 1.00 1.00 33.00 5.50 27.50 13.71 40.00 40.00 PPER FLOG 12.00 13.50 24.00 20.00 16.00 12.00 28.00 MMA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.00 13.50 24.00 20.00 16.00 12.00 28.00 TOTALS (IN SQUARE FEET) 159.71 125.50 285.21 2,367.00 • 12.0% TRYON CONSTRUCTION PLAN #2367 99024.10 7/21/99 DATE: BY: 7/21/99 NMS GLAZING.xls :. W, .. ,x..W�rYt..1l:lU'LY,G. t.:�u: 'A .wi:.v,:S:., t, LIUJ�L1..n_ 41•'.v "'ixw..l.T.N u.. .Yw.a. » .Ga +F .�r sY•e�a- .Y..4: r,._:n,U...�, ..vu..a..�r.a..LL 18' 2" - 5/a" CRUSHED ROCK SECTION A —A NOTES: Premolded Full Exp. Join ' Plante Sidewalk 5' 2" as 27. Driveway (Max. Recommended Grade Is 15 %) 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSL 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE UUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS STUN BE A WIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EC= 15', A 3/15'`3 1/2" EXPANSKTN JOINT SHALL BE PLACED LONG JOINALLY ALONG THE CENTERLINE 5. AU. WORK SHALL BE PERFORUED IN ACORO,WC WITH APWA/WSDOT PLANS MD SPECIFIC.ATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 6. AN ASPHALT APRON WAY BE USED IN AREAS WHERE NO CURB EXISTS. 7, R£WOVAL OF EX61NC CONCRETE CURB, MATER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. & THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS. DRAINAGE: TOPOGRAPHY, DRIVEWAY GRADES. RIGHT -OF -WAY, ETC. 9. PLANTER TO BE U.AINTAINED BY ADJACENT PROPERTY OWNER BY ACREe'SIC4T. City of Tukwila Min. or more directed. s 0.• DATE: 1 1/1 5/96 to 911 °' +LQde r d Top of Curb at Driveway 5% L 3/4" 18" CURB DETAIL_ RS -8A 6' ALTERNATE RESIDENTIAL DRIVEWAY 1 of 3 No! to ...•'- Prenalded Exp. Join ( Typical ) 18" -- Sidewalk 5' -6 2' -5/8' CRUSHED ROCK MOWS; 27. SECTION A —A 2" Min. or more C3 directed. *Depends On Driveway Profile I (Max. Recommended Grade is 15x) City of Tukwila 6" Top of Curb at Driveway 18' CURB DETAIL 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK. 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8'•5 1/2" EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSOOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 7. REMOVAL OF EXISTING CONCRETE CURB, CUTTER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEC' JOINT. 411T DATE: 11/15/96 ALTERNATE RESIDENTIAL DRIVEWAY 2 of 3 WAIL. soak.. RS -88 H re W'. 00 W =, N u., s` W O 2 u. CO v . H I Z �'. E O M': W W : gy 0 — U. '0 1— �f WW, 0 • W Z ' .0 ~, 18" Sidewalk 5' 6 2" — 5/8" CRUSHED ROCK SECTION A -A City of Tukwila 2" Min. or more as directed. Top of Curb at Driveway 5% 3/4" Driveway (Max. Recommended 18" Grade is 15X) CURB DETAIL NOTES: 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBUC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 5" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15'. A 3/8 1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE 5. ALL WORK SHALL • BE PERFORMED IN ACCORDANCE Wf }l APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHET E NO CURB EXISTS. 7. REMOVAL OF EXISTING CONCRETE CURB. GUI WC OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. 8. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS. DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES, ETC. ALTERNATE RESIDENTL4L DRIVEWAY 3 of 3 Nat tv DATE: 11/15/96 RS -9C ce UO COD W W .. J TA W 0 g -i LL Q W Z ' z p o o 1— W W` H 2 u. Z' U � 0 • 10 ') RUIT 2I' -9' N871'45 PARALLEL TO PI- 7 3.CAR 43' 10'F IT 10FRUIT REC . F. ED Af C,.II TjCT 16'FRUIT 201110' O HOSE BIB N 2000' PROPOSED TOPOORAPH 6•FRUIT CLEARING LIMITS TO BE PROPERTY LINES APPROX. 150 YARDS OF EXCAVATION TO BE REDISTRIBUTED AROUND LOT NOTES: • • l N81'45'2318 I. DRIVEWAY PAVE ROM 5lth AVE. S TO GARAGE 2. S.D. PIPE OF 4' NON - PERFORATED ADS N • TESTABLE 3.666 PIPE IS 6' SDR 35 ON A 6% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4', WATER METER 15 FOGTITE '1 NEAREST FIRE HYDRANT 70' 961'4573'E SITE PLAN FOR LOT 1 SCALE : 1' = 20' TRACT - WATER LINE TO HOUSE 16 12 9' 6IDE 13.3131. 3V-7 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED 4 MULCH BY OWNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. SUBDIVISION • BURGSTORM PLAT (THE JUNCTION) STREET ADDRESS, • LOT AREA • 1001 s.r. PLAN ': 2361 3 -CAR CU,NER • TRYON CONCEPTS ADDRESS • 14420 S.E. 84th STREET, NEWCASTLE PHONE • (425) 255 -6518 TAX r• LEGAL DESCRIPTION • SEE ATTACHMENT • EXISTING TOPOGRAPHY EXISTING /PROPOSED NATURAL DRAINAGE PATTERN Final 7117 I I C. STUB UT TO I 1 SANIT RY SO R 1 11E= 23 .0' 1 LJ co DRIVEWAY SECTION 4' EXP. A00, CONC. DRIVEWAY 21 SIDE SLOPE 2' Ur CRUSHED ROCK FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #19990726001980 l.Northup Way, #33 Bellevue, Wa. 90005 Lel 425 -041 -5320 is 'end inspection the Pub • Works utilities inspector. I I 3- By 0 14 0 RECEIVED CITY OF TUKWILA OCT 3 1 2000 PERMIT CENTER IIIIIIIIl ,,I�IIIIIIII d h. D The plans have been reviewed by the u.lic Works Department fgpgonfomamre with current City standards. AcceptRpe isliect to eirors and omissions which do neiAngko>It1¢/ebI ons of S TBA WEI 1uI eD@di� . -The tlelep -�•b� pon 3 ibility FRONT• REAR f of the design tests totally with the SIDE : ` 't! " '' ' or revisions to t�ese SIDE :..•. 0 + • '11, AriglItlifilag **ace and will ' itt &wings f or s , •,,1 .,, by ACTIVITY NUMBER: D2000 -347 DATE: 10 -31 -2000 PROJECT NAME: THE JUNCTION - LOT 1 SITE ADDRESS: 14917 57 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division / I! - Z-00 Public Works 9yt4 I�1NG t I' 13 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Wxaoun.rNx �ro Incomplete APPROVALS OR CORRECTIONS: (ten days) Fire eLention AV /14190 Structural Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT CO(Pn rrrv-%" PLAN REVIEW /ROUTING SLIP n Planning Division RP (Z- Permit Coordinator DUE DATE: 11 -2-2000 Not Applicable No further Review Required U DATE: DUE DATE 11 -30 -2000 U ' v0 U)w CO w Li) 0 -J _ a I- Ili Z I' I- 2 t il o u' ' w ui 0 w z ; P /-* 0 z LICENSE DETAIL INFORMATION Form THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 Registration# or License TRYONCL013DH Name TRYON CONCEPTS LLC Address PO BOX 146 Address City RENTON State WA Zip 98057 Phone Number 4252289750 Effective Date 3/8/99 Expiration Date 2/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity LIMITED LIABILITY COMPANY Specialty Code GENERAL Other Specialties UBI Number 601931482 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * ***VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS*** * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance I -Iome Page http: / /www.lni.wa.gov /CONTRACTORS /TF2Form .asp ?License= TRYONCL013DH 1/5/01 LI Ell Side Elevation Rear Elevation Side Elevation YI 1-t 1 © copmetrr UNPUBIJSHED "vii(Ji11C � HAT'PLQi ABBOCIATES ARCHfRECTn 4■ KT Ai Ali Bdrm. #2 12'10'x10'1" Bonus 14'10 "x13'0" Hall Bath M. Bdrm. 16'0 "x13'0" M. Bath Upper Floor Plan Tryon Concepts PLAN # 2367 3 -CAR LOTS 1 & 21 BURGSTROM PLAT TUKWILLA, WA o ❑! Family 12'6'x20'0" Garage 50' -On SQUARE FOOTAGE MAIN FLOOR 1203 SF UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 771 SF DECK / PATIO 220 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS- STAIRS ARE COUNTED ONCE IN CALCULATIONS- OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. C) COPYRIGHT UNPUBLISHED wont( KAPPLER ASSOCIATES ARCHITECTS f Patio lo'o "xlo'o" Nook Entry Dinin 13'6 "x12' ' Livin 13'6"x12'0" Covered Porch DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Si . LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE ,a,! of opfrr code r orrivlaoce ,;eoeot c f coo- 1 aolc;ors copy of approved plans ackcovaedged. dfCd =1L ECT?iCAL CF ,- DIVISION FOR: V BiONS L BE MA'=E TO WITHOUT P ;'• , ` BUILDING DYv Main Floor Plano r 0 U O. F- TITLE JOB NO. 0018421 FROM 99024 SHEET COVER SHEET D 3q Side Elevation Rear Elevation Side Elevation PLAN # 2367 3 -CAR LOTS 1 & 21 BURGSTROM PLAT TUKWILLA, WA Tryon Concepts © COPYRIGHT APPLEA CIATES K / ARCHITECTS Bonus 14'10'x13'0' M. Bdrm. 16'0'x13'0' Upper Floor Plan 34-7 ❑ ❑ Family 12'6'x20'0' Garage 50 COPYRIGHT UNPUBUSHm WORK KAPPIFA ABBOCIA7lE8 ARCHITECTS SQUARE FOOTAGE MAIN FLOOR 1203 SF UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 771 SF DECK / PATIO 220 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. Patio 1o'o'xlo'o° UP Nook Hall Dining 13'6 °x12'0' Living 13'6'x12' Entry Covered Porch Main Floor Plan DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS 53. LATERAL WALL SCHEDULE ' ( T I- " . :.i_t_; COP', I undo: stand That th Plan Check approvals are subsct to error, and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. S'wPARATE PERM! R'"QUIRED FOR: C111ECHANICAL E LECTRICAL p LUMSING GAS PIPING CITY OF TUKWILA BUILDING DIVISION By dws 64/6, Date / - 8 ' ( Permit No. 00w ci rvoFE l uuw o _ n 3 1 2000 IT CENTER REVISIONS r ,y S SHALL BE MADE TO O F VdORK WITPOUT PROD r TUKWILA B N DI t , Fes_.. JA -5 r 4. 0 U 0 F co c7, C Co 0 0 Czr U r L ' °' Cb Yl I;z.00O- 5q1 --- ......_ IAII I SHEET ----- F =.100 : Kapp ler Architects, PS 14311SE 16th ST. Bekwue, Washington 98007 (425) 641-5320 * Fax (425) 641-508 STANDARD - CODE NOTES Date By ..... Description 1.,,T7.9 rimiumm 1 -) ARCHRECT JOHN KAPPLER STATE OF WASFINGTON MI MIN THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT , III Imo t g ;.; 1 V W 4 , oc)mV, s2-. 8? -, R. 1 r2 1 gnitii, .ka5= 41; .''.'Z'd Dii401 051gat 1 01 iEg h: K541 t -' 1 VT.al Ili igil 4•140114' %ia[ HI E. R.. .''g.. ,.0 to-,pi 01 1 "t ,,-.. .15,44 g ai 011E0;01 g- tprgeR liql.P FE 1 ild nto q o 08 lu; 1 E di flE6iitE4eti i- PP d 6 1 -,'agS11 ''''q i 1.ht! A.— 1 H 1,1- !la -t 4,1i. nig kiCali i el 1 ,0.5=1 iM ! 0 i 2 - 41 ,ik , 11,1 §Eti °p ti leol- 4 I gl Ng 1 pt - 0. RI 1 Pig -il o H ..,,$). , a IE wt t -, ! 1 k I. i , -,, li - k'. a I I • t. al ! i 5 I g t sf RS rg '§. 0 a - ii 1 i 11' :: :Ws:: li i :: : ;;;;:::111 11 0111 i'''' ilg '11 :I :1E:a. a 1 I 1: : aTi4o: uplil duo-. Mpg . m qjilil !law SCC R ig 5 4 1 Flt kivg 1 '' - ' C R i 1: rtaT41 il i liligi a .Ci,4aa-4,E1.4i1M,- .[- inirvi - .T. i .0 4' ii q-Mi WI V. "" '4 d i giaihiii111: n li flu P T1:E1;;;11:illIR: Z ! la i , i 4q, ai :R;i a L604104140 .t.iEt, ,a..P. 5.' '.is i.-75- 2 ' - ' q D.ORT6 ..7:,q 1 a F q t 111 n , P , k. ! ill 1 Ilia iiiii IT 1 4 Rie, 401-1 1 4 i." e '.ant 1;4 1 "—:!! 1 ° 4 4 1 14 g' ,-.-, ilifil:, , ,.„ II 0 PF k 1 1 4 :Wig IN? t... w kw qi a r h 2. I I :g ::: ......., 2 . i 01 1 . 1 .6: ' :i' rE = 1 UV 1 igi 4 4 Et1 1 0 °2 §gilg : Il 49 i i ii ri 1 1111 ii! El i g'--44.1 < 1 1 J 1 . " adl' k Z' ' " ft a!! ft Al 1 '4 , i i : q il 4 I i ". k VI S i g Cs' 1 5 a 1 14 41 !...a , a RN 'o. II -2- a g ifS 40-0' �A Patio CQNC_ .9.-24) • DI ( -I l ` ril ' III A ' Eli i1 I _ 4' -0` 4' -0 2 -0 A' 10' 4 4' -0 i 'i1 71 R,�a El ` w r" --- _ IIIIIIM !!l9 ® 111 _, II lR' -1j I y/ FOUNDATION _I 1 ® I I IIIIIIIIIIIII iiirn TTSTEP I 5' 4 - AMU II 4' -2' Iryl i I - mu --- ll Il NJ/ ® . � I�lrii+�w l 4'-2 9-.6 r E I�-� f Gla�ii 10' -0• 10 ._ 0 . I I I I SITE DETER'IINED / 4' -2 •ra 4' -2' I• a 4 2' i I Garage ( FP -3 � I i 4' pp it II I - 03 . • !! n ' ----- I- I`-FP , l Porch GONC. -1 L Kill Aft 0 tt, ,,, FP 2 Il Il�/2 FP-I(_2� l T1 ' I6' -3' 1' -10 1/2' �� 6 -4 PER TX J 13'-4' 10-0 20' -0'. 20-0. -o • APPROX, GRADE II — I III —III I II —I I — I II II -I EWE I El ,III —i 1 1-1 11- � PORCH 3/4 " =1' -0" NOTE: ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED OR EQUAL. SLOPE 1/4" IN IT II— I 11— -! -11 I I VARIES I11 I 11 11 -111 FURING WALL 3/4 " =1' -0' EXTERIOR WALL 2x4 FURING WALL REINFORCEMENT (RE -BAR) PER FLAN POST PER PLAN EXTERIOR WALL FLOOR FRAMING PER PLAN STUB STEEL 12" INTO SLAB ® 22" oc BEAM PER PLAN POST PER PLAN REINFORCEMENT (RE -BAR) PER PLAN COMPACT FILL FROM FIG. TO TOP OF PORCH FDN WALL I- III - III - III - III -III- 1 -111 111 —!1I 111 1_--=-111F1-111_=111E111=111 — 11= 111- 111= 111 -111 PER PLAN FRAMING — III — III — III —I I ! = , III —I ! a I ! -III - - I 11117-1111=1111----111= 1===111E-111-1-111—=11 111-11 !- 111 -111 111 - 111 -111-4 111 -111 { 1111-111-111-111-111-111-111w i— iii — iii — iii — iii —iii i I— 111 III IC �i III -111 =1II ;II1 —i " 11 11 — I 1 =1 I I 1 III 11 — i 11 =11 I— ` IH11 IH1! IH 1) DOO AS REQUIRED BY GRADE CRAWL SPACE VENTS I. CRAWL SPACE AREA 1204 SF 2. CRAWL SPACE AREA / 180 = 503 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14'x8•x.15 (15% EFFICIENCY) = 58 SF PER VENT NET i-, F AREA 4. VENT AREA / 58 = 1304 VENTS REQURED, 5, VENTS SHOWN (SEE PLAN FOR LOCATION) 6. 0 VENTS x 55 = ✓E2 SF OF VENT. AREA PROVIDED_ 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I /4' MAX S. VENTS LOCATED M RIM JOIST MUST BE PERMANBITLY BAFFLED, WEEC 502.1.41 • FOUNDATION /MAIN FLOOR FRAMING PLAN Seat V' =I' -' FP -5 ) FP -I ) 2' - 0' FP -2 PER I /A2 FP - I8 ALL FLOOR JOIST ARE: 2xI0 AT 16'oc SEE DIV. 06100 OR FP -18) ALL FLOOR JOIST ARE: 11 -1/8' TJI PRO 150's AT 192' oc VERIFY W/ SHOP DWGS. SEE DIV. 06100 START FRAMING HERE vrur 2'-0' / FEDATION I GENERAL FRAMING NOTE I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE DIV, 6100 SHEET A -1 - TR15S LOADING SEE DIV. 010001-4 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5, ROOF FRAMING SPACING, 24' oc_ UNO. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION_ 1. RAFTER TAIL 2x4. VERIFY. 8, ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN, 9, ALL HEADERS ARE 440 OF *2 UN.O. PROVIDE CI) TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER 551.105 OVER SEE DI, 06100 SHEET A -I I FOUNDATION KEYNOTES I CONCRETE STEM WALL S WIDE WITH MIN, 15•x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I r 2 CONCRETE STEM WALL 5' WIDE WITH MIN, 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4• THICK STEEL TROWELED FINISH, W/ 6x6 WI4411L4 WLF ON 4' GRANULAR FILL SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A-1' 5(5 POST ON CBS, I ABOVE SLAB'ON 36 x36 z8' MAT FOOTING ON SOLID SUBSTRATE W /C4) 4 BAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE'. CALCULATION BELOW. SEE DIV, I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 a IS' o,c_ UN.O 14' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -1 4x4 POST. (SCAB POST AND BEAM WITH S4) ON S0" FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST . BEAM SPLICE .4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL I6/DI. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SI =EET A -I ELECTRICAL SERVICE: PROVIDE CU 2 12• SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND CI) 5/8'x20 LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING SEE DIV: 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 15'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DI, 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24,24 MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 15/01 30,30,1' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36'X36'X12' MAT FOOTING ON SOLO SUBSTRATE W/ (2) •4 BAR EACH WAY STUB STEEL 12' INTO SLAB S 12'oc ( rP -I ) ( PP -3 (FP -4) ( FP -5 ) FP -6 ) FP-1 FP -B ) FP -9 ) (FP -10 (FP -II) FP -12 ) ( FP -13 ) (FP -14) [ FP -15 rFP -16 ) FP - IT ( FP -I8 ( FP-I9) [FP -20) ( FP -21 ) (FP -22) (FP -23 (FP -24) o,, Y FLOOR JOIST SEE DIV. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING TI-IRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I C� MIN. 1• CLEARANCE FROM CONCRETE R -Le' u�va,a AT END OF BEAMS ff11��77II�� EXTEND PIER MIN IS BELOW SURROUI3ING3GR 2LBP 3 DIAMETER STEEL POST PERMIT CENTER EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE e. POINT LOAD FROM ABOVE W/ LOADING 5 POINT LOAD TRANSFERING DOWN e POINT LOAD TRANSFERING DOWN W/ LOADING HA NGER POINT LOAD'. TRANSFERED BY KICKER HOLD. DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL 1- WALL ABOVE UWE= WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. U 0 LO SHEET A2 J 10' -0' 40 / 10-0' 15/ r / j -2 5 -3 8050 A Patio 7 (P 1 16068 SGD i 34,311 (( ,Du 1 I i h Ki tc e n VINYL Z g Familyk -15 CARAT ( F' ci / I \ 6' -2' R , � � ' LL i 1' -0 I2- 8' -11 VT 10' -0' z AZ 2x6 wAd r. 1 p-12 O T t LL41 O EUfdN F,- .1Ic� 1 Hall Pwdc Pantry CARPET P -12 VINYL ® SD 2 1 /\ II /\ 1 `Az \„ I -9 ( P P -2 / W D 0 Utility 2 6 VTOS P -B o P - ( P-6) (,P -19 2 8 ` P -12 _ 2x6 WALL 5' -3 lir 2 -10' P -12 2'-9' I mime 2' (P -13 ) / 1, , Dining CARPET '.. Livin? CARPC- I 11 (P -3) .n ` Garage ( P -I ) - 6' -1 V4' ( P - 2 (P -9) 3' -I0 3/4' 4 m P -12 ) r 1 F I -9' .K I2' ( P -13) Entry TILE 0 3— -4 J 105 I 4`112' 6056 - C Porch GONG 8' -I 12' l' -3' / / I' 8010 OvHD DOOR 16010 OvHD D ' 1 ■ w 12 0' 5 -3' 5',J' -10 15 I6' -3 J -10 VY 510 ).-0), 10-0 20 - / 20 -0, 50 -0 ' l� L 0 U GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING • 2367 SF 28521 SF 12 % 5F. 15 CALCULATED USING THE REGNIITS SET FORTH IN THE WASHINGTIGN STATE ENERGY CODE_ REFER TO ADDITION,4L DOCUMENTATION TO SUPPORT METHODOLOGY Or PERFORI't41'CE COMPLIANCE SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CF MIN. -WHOLE HOUSE FAN 100 GRIMM. VT05 WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR1 MIN., VTO Q THERMOSTAT a 50' ABOVE FLOOR O 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP ONTERCONNECTED cp 24 HOUR TIMER TO ILOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FU A_ PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM_ PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN io I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I P -2 ( P -3 ) ( P -4 ) ( P -5 ) P -6 ) P - 1 ) ( P -a ) ( P -9 ) P -10 ( P -II ( P -I2 ) P -I3 ) ( P -l4') (P -I5) ( P -I6 ) (P -fl P -IS ) ( P -I9 (P ( P -21) P -22 ( P -23 ) ( P -24 ) L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. a SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (I) LAYER 5 /8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST= SEE DIV. 010025 SHEET A -1 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6' -5', WIDTH MIN_ 3' - 0'. B. TREADS 10 MIN. DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL 1 I/1' MIN. TO 2' MAX. CROSS SECTION DIMENSION. AND I V2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5, E COVER USABLE SPACE UNDER STAIR WI 5/8' TYPE 'X' GAM. (2) LAYERS, . CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV 010026 SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2405 A WINDOWS WITHIN 15' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM' OF STAIRS SEE Div_ 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -1' IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO TO ABOVE DRAIN INLETS. SEE DIV. 05250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ 8' MAX RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 15 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 010025 AND 9 SHEET A -I D. 5/8• TYPE 'X' GLIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SHEET A -I PLANT SHELF ECEi vEo CITY TUK`NI!n UPPER AND LOWER LINEN CABINETS Zaoo OCT 3 1 SOFFIT. AREA INTEGRATED MAKE UP AIR PERtNT CENTER 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 1203 SF UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 771 SF DECK / PATIO 220 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. U O U O i-• co N- 0 CO CO C) 0 L(3 O H: * co a-' > CO CO N CO N CD CO N to 07 N TITLE JOB NO. 0018421 PROM: 99024 3 I/8 x r ` 24F v4 GLB El II I J l 3 V8' x °' GLB IttI JCS HDR� 1 1 l 1 -u ® 01��1 ®1 ®1•1 111111■AMIFII! 71 Q ) mmir 1Pi ANN WV rdat rr MOM 11Mar Ell CLIP END OF BEAM .� a ROOF LINE AS REQ. UPPER FLOOR /LOWER ROOF FRAMING PLAN Scab V4'.I' -0' I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORT,. UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET -BOTTOM OF BEAM EVEN W/ BOTTOM OF L F -5 1 JOIST AND TOP OF BEAM EXTENDS UP ABOVE' JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE .DWG_ SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A-I F -11 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS F -I F -2 F -3 I F -4 F -6 F -I J l F -8, I F -g F -10 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOUP., IS FOR GENERAL LAYOUT ONLY SEE Div. 5100 SHEET A -1 - TRUSS LOADING SEE DIV. 01000, SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' C. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. - I. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 5_ ALL HEADERS ARE 4x10 OF 2 UNO. PROVIDE (U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' SEE DIV. 05;00 SHEET A -I TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS I F -14 1 2x6 OVERFRAMING a ' OC R O VIDE 2x6 l I STRONGBACK PURLINS 24 AN . 2x P K AT F -12 F -13 6' -0 oc TO TRUSSES BELOW. F -I5 I 2X6 CEILING JOISTS a 24' OC SYMBOLS & LEGEND P.ECENED ary cP �uKVal, OCT 3 1 2000 PERMIT CENTER 0 POINT LOAD FROM ABOVE • POINT LOAD FROM ABOVE W/ LOADING S POINT LOAD TRANSFERING DOWN Q POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFEEED BY KICKER yw e Q HOLD DOWN WITH SIZE DESIGNATION ye lO VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES. BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I L WALL ABOVE IMIERM WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TILE JOB NO 001.21 FROM: 99024 SHEET A4 / Ei '-4' 14' -8' / 8-5 I2' 640 12' - - 040 �.. ( P -5 1 I '., Loft/ B 3' -6 3/8' I' - Bdrm #3 i - SD - ` ` II 12' 5� BP II E R!S . 70 2650 . ® Bath r o o \ Bdrm # 2 2- � L I I 6 m m m QM S SD. a _ R R SD- W.I.C. I IIMESIIIIIIIMIM io \ 4 k CARPET u, S SHWR - vTOS c'.• _ 3 1 1' 2¢ CARPET 3 I 0 036 L -Q LINEN [ ` L low 34 ROOF LINE BELOW WALL LINE BELOW WALL LINE BELOW ROOF LINE BELOW ( P -4 ( 0 9 SYMBOLS AND LEGEND FAN- DIRECT vENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCFENI 100 CFM MIN. -WHOLE HOUSE FAN 100 OFM MIN. VTOS WHOLE HOUSE EXHAUST FAN CONNECTED .4 24 HOUR TIMER - 100 CR1 MIN, VTO OT THERMOSTAT ® WE ABOVE FLOOR O ll0v SMOKE DETECTOR PER UBC WRH BATTERY BACKUP INTERCONNECTED C 24 HOUR TITER TO WHOLE HOUSE FAN 30'-0 UPPER FLOOR PLAN Seale 1/4'.1 -0' MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER . STEAM WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SECTION 6085 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. N-N 9 e GENERAL PLAN NOTES OCCUPANCY SEPARATION: APPLY CI) LAYER 5/8' TYPE 'X' GMB. TO ALL WALLS AND CEILS/OS OF GARAGE SIDE FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY C2) LAYERS TO TRUSSES AND TJI FLOOR JOIST_ SEE Div. 010025 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER USG SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING HANDRAIL 1 1/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 12' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP. AND BOTTOM AND ADJACENT WALL(S). E COVER USABLE SPACE UNDER STAIR WI 5/8'. TYPE .'X' GWUB. (2) LAYERS ®. CEILING'. AREAS. F. INTERMEDIATE BALUSTERS SHALL BE .SPACED WI LESS THAN 4' BETWEEN BALUSTERS. SEE Div. 01002.6 SHEET A4 SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS' D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 05800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO. TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO TO ABOVE DRAIN INLETS. SEE DIV. 0525 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MIN.' RUN IF MORE TI-IAN (3) RISERS, HANDRAIL REQUIRED. PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE- ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 225x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -I ( P -12 FLOOR MATERIAL BREAK LINE P -2 P -3 P -4 ( P -5 P -6 ( P - ( P - S P -10 P -Il � P -I3 ( P -14) ( P -I5) P -I6 ( P -IT ) P -18 (P -19 ( 1P ) P -2I ( P -23) P -24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. I"I SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: 4. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002, SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL, CONFORM TO UBC REQUIREMENTS. SEE Div. 010020 SHEET A -I O HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002E AND 9 SHEET A -I D. 5/8 TYPE 'X' QUO ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' O T 3 1 2000 S CLEARANCE ALL SIDES PER UBC SEE DI, 15 SHEET A -I PLANT SHELF PERMIT CENTER UPPER AND LOWER LINEN CABINETS LP -22 ) SOFFIT AREA 1 INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -IS INSULATION MIN. RECEIVED CITY OF iUKN':LA U 0 V O H TITLE JOB NO.: 6018421 FROM 99024 SHEET A5 _J ROOF VENT CALCULATION BASED ON 3 2- V2 ' HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053' TOTAL ROOF AREA'B55 SF/300 =652 SF. OF VENT AREA REQ. 65, e AT EAVE = 424 SF ;REQUIRED 85 % e 36• (MIN) ABOVE EAVE = 228 SF REQUIRED 4 ROOF JACKS AT 50 SQ. IN_ EACH =200 SQ. IN.= 139 SF 118'. LF. OF EAVE VENTS AT 52 Sa IN/LF =6136 SQ. IN.=426 SF 2_ GABLE END VENTS AT 24 x12 = 24 SQ. IN. =30 SF — GABLE END VENTS AT x = SQ IN.= SF 2 GABLE END VENTS AT 24 DIA. =58 SQ. IN.=S1 SF TOTAL VENTS 'PROVIDED ROOF JACKS = 139 SF EAVE VENTS = 426 SF GABLE END VENTS = 110 SF RECEIVED TOTAL SF OF VENTS PROVIDED - 675 9F ''' °` " "• • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTAL6ED.pN THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 W-' I •• 1 LUv� •.EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4• MESH Lit UPPER ROOF FRAMING PLAN 4 6 F 64'.1-0• I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES I F -I F -2 ) F -3 F - 5,) F -6 F -1 ( F - S f F -9 F -10 f F -11 ) F -12 F -13 F -14 F -15 1 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHORN 16 FOR GENERAL LAYOUT ONLY SEE DI, 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oz. U.N.C. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 DE •2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER STUDS OVER SEE DI, 06.100 SHEET A -i BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HIVAC DUCTING. SEE DIVE SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP, OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 61-1EET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIY. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DO. BELOW JOISTS TOP OF BEAM 5• BELOW TOP OF JOIST TO ALLOW FOR HYAC OVER BEAM AND BEAM BUMPS 001464 BELOW JOISTS 2x6 OYERFRAMING o 24 OC. PROVIDE OS STRONGSACK PURLINS AND 2x KICKERS AT oc TO TRUSSES BELOW. 2X6 CEILING JOISTS o 24 00 PERMIT CENTER SYMBOLS & LEGEND POINT LOAD FROM ABOVE - 3- POINT LOAD FROM ABOVE W/ LOADING B POINT LOAD TRANSFERING DOWN QV POINT LOAD TRANSFERNG DOLLS W/ LOADING - HANGER POINT LOAD TRANSFERED BY KICKER LQ 4' ' HOL DOWN WITH SIZE DESIGNATION 1 gP? VERTICAL STRAP WITH USED ON FLOOR SIZE D Qy TO B STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER ® EXTENT OF SHEAR,WALL TYPE OF SHEAR WALL t— -1 WALL ABOVE 1=2FIZin WALL BELOW NOT€ UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TTTLE JOB NO. 0018421 FROM: 99024 SHEET A6 J L L L P 5:12 :12 �SIDING� SIDE ELEVATION '. Seale V8'•I' -0' SIDING 24' DIA GABLE END VENT 00 REAR ELEVATION 55eale 08'•1' -0' 6:12 TOP PLATE WIN. 4-4DR HT UPPER FLOOR NS, TOP PLATE WIN. HDR HT MAIN FLOOR SIDE ELEVATION Scab 08'•1' -0' TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. INSULATION:. (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP. (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA - 1111111111111111111111111=1111111 HIIMMINIIIMIIIIIIIIIMMINIMMISIMUMBINIIII I�: WEIP f." Ii " "`�",. 11111 ∎71 ��i 1 111111111111111 1 1111111111■114 ,e?-±41 ry i1�111i1� 111 11611111111111111►g 1„111►►. 1111 I iI ism = m MINN IME NOM MEIN WON IMM NMI III NI MI ■ uII ■imnuui•unIIuiiin•I■iI■ianmIILir 1111�111111[ 11111/11/1 illi # �(IA[ 11 C I� F. mow .•tt1IE1111.�tb. '"�l11� n� _% ��1� \1 ERMIiNII11111I11111�111i1II11111 011 ..t —* %101 111W =::: 1M1i1M ,1 Ji1iii ILI®nea •iliiiulGuIIAalp ■III r 11�I1 1 1(/tr1I(111 i 11 I II �I l I Ii II I II II I WIN. HDR HT. 2X4 INN 2x6 TRIM 114 TRIM UPPER FLOOR TOP PLATE WILL NOR HT. 2.TRM 2X4 TRIM 2. TRIM BEYOND MAIN FLOOR zo El COMPOSITION SHINGLES (DIV. 010005) 30# BUILDING PAPER 7/16' OSB OF EQUAL PER PLAN R -30 BLOWN -IN U2' RE •SAWN PLYWOOD 5/8' OWE WOOD SIDING (DIV. 01005) 15# BUILDING PAPER 7/16' OSB OR EQUAL 2 X 6 STUDS AT 16 R -19 BAIT WI INTEGRAL VAPOR BARRIER V2• GWB FINISH PER PLANS (DIV. 01 314' TAG (PLYWD, COMPLY, OR PER PLANS R -19 BAIT 1/2' RE -SAWN PLYWOOD HEAD: 2x4 IAMB: 2x4 SILL: 2.6 INSIDE 2x2 OUTSIDE 2x4,213 2x8 UNO D2 12 DIA r,.w F END VENT 2X8 FACIA RV CO TRPI 2X0 STOOL BOARD 2X8 TRIM 2X6 TRIM I35S4• s - TYP M. Bdrm. Entry 2X4 TRIM 02 MDO W/ CORNER TR 2M TRIM 2X6 TRIM FRONT ELEVATION V4�.1 -0• TRUSSES PER PLAN Stairway 51- 1M1801111 111111 11111111•01111111111111111111111111.1111111 11 rel Hall FLR JOISTS PER PLAN FLR J OISTS PER PLAN BUILDING SECTION A -.A Scab 04•.1' -0' Bdrm #3 Family TO A TOP PLATE WIN. H. - HT. UPPER FLOOR TOP PLATE MAIN FLOOR Tb RECE:VEO CIN OF TUKW:LA ro OCT 3 1 2000 PERMIT CENTER U 0 U W U Q a ~ o P5 Q M 0 r` a W M N �k g 0 • E., z z cn a U N o TITLE JOB NO. 0011421 FROM: 99024 SHEET A7 © APA LATERAL RESTRAINT PANEL o�+ .{ , C WALL ® FOUNDATION FOUNDATION DETAIL 3/8" =1-0" 3/T-IP0' ». =5 3 /4 =T 0' TOP CF FT'G FINISH GRADE TOP OF DOWEL OR OF SLAB / NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING OF WALL. NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP 6 SLAB 1 8 FOU RATIO D TAIL 3/4• =f -0 3' -2' 8' I' - () FOUNDATIO D TAIL 9 3/4 " =1' -0" 2X4 TOP PLATE GARAGE DOOR HDR (SEE FR PLAN FOR SIZE, NAIL SHEATHING TO .R. W(Bc1 NAILS • 3' OC. • SHR WALL LOC. UN.O. ON 5182 WALL SCHED. 2 2x4 STUDS -NAIL SHEATHING W/ Bd NAILS • 3' O.C. TO EACH STUD UN1O. ON SHR WALL SCHED. NAIL ✓3d NAILS • 3' OC. • ALL PLTS, HDRS.,, t STUDS MO ON S. WALL SCHED. 2 2.4 AT ANY SHEATHING JOINT 1)16' 0.55. SHEATHING (MIN.) ST.14 STRAP TIE ANCHOR MAIL TO BOARD FORT. BEND UP AFTER CONCRETE CURES) USE 38 -16cDO IB NAILS EACH 2 -2X4 PLATES, NAIL SHTG. TO EA PLATE (2)543'0 AB. W/ MINT EMBEDMENT WO. ON SHR WALL SC1ED. CONTINUOUS FOOTING 5/8.x10 AB. W/ 2'52'X3/16' S.Q. STEEL PLATE WASHERS • 4' -0' O.C. (DIV. 3 SHEET A, EXCEPT AS NOTED ON SHEARWALL SCHEDULE l' MN EMBED. 02.4 BAR •TOP .4 vERT. BAR • IT oc, FULL HEIGHT OF WALL .1v. 3 SHEET A -I) •4 VERT.'J-BAR • b' oc (DIv. 3 SHEET A, DAMP PROOFING DIV. l Ski Al •4 NOR. BAR• 10' oc T -6' OVERLAP (MIN) (DIv. 3 SHEET A -U (4) •4 BAR CM (DIV. 3 SHEET A-) SOLID SUBSTRATE 4' CCNC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR 5/8.x10' A W/ 2'52'X3/16' SQ STEEL PLATE TE WASHERS • 4' -0' O.C. (DIV. 3 SHEET A, EXCEPT AS NOTED ON SHEARUALL SCHEDULE 1' MIN EMBED. (2) •4 BAR • TOP •4 vURC BAR • 10' oc, FULL HEIGHT O WALL (DIv. 3 SHEET A -11 VERT. J -BAR • 5' oc (DIv. 3 SHEET A, •4 WORE BAR • 10' oc (DIV. 3 SHEET A -Il •4 BAR • R' oc L =1' -6' (DIv. 3 $VEER 4 -U (5).4 BAR CONT. (DIV. 3 SHEET A-D SOLID SUBSTRATE 4 CONC. SLAB OVER 4' ROCK OVER VAPOR BARRIOR STEPPED FOUNDATION DETAIL N.T.S. 33380 312.N; 24 © CRIPPLE 3/ WALL ® FOUNDATION Ras,. UO 4 =T-C' 080..10- 03300- Ove=t-o- CANTILEVER FRM'G AT FOUNDATION ()FURRING DETAIL ;z� c ()FURRING 3/4' =f -0 RIM BOARD RM BOARD BLOCKING OvER BEAM BEAM PER PLAN SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE. POST PER PLAN OVER NERUESTRAL CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONT.., BAR RM BOAR) A35 RAMSET TO FOOTING FOR POSITIVE CONEETION PER JURISDICTIONAL REQUIREMENTS. TYP i t PER PLAN tr (DIV 6 SHEET FLOOR FR A D TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DIY. 6 SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER LOCATE SHEATHING JOINT COMMON MEMBER CRIPPLE WALL PER PLAN SEE FOUNDATION DETAIL(S) TYP. FLOOR FRAMING PER PLAN (DIV 6 SHEET A, TYP. EXTERIOR WALL CONSTRUCTION FER PLAN (DI, 6 SHEET A -U SEE FOUNDATION DETAIL(S) POST /FOOTING CONNECTION CRIPPLE WALL, PER PLAN, WITH A MN. STUD LENGTH OF H PER MC SEC. 2320.115 (DIV. 6 SHEET A -D TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -I) TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT • COMPION MEMBER I' CON, SOFFIT vENT UT RESAUN PLYWOOD • SOFFIT'. TREATED MUD SILL SEE FOUNDATION DETAILS FOUNDATION DETAIL 3/4• =f-O' WALL TYPICAL EX ERIGR WALL COPS RC'fYT1 PER PLAN (DN.6 SHEET AJ) AIR S.A. 6• BUILDING PAPER HOOKED END Md5Od2T VENEER TIE TO FRAMING EV-2 SOFT_ (DIV 4 %wetAD MASONRY vEN EER CONT. FLAWING WNW WOLES.• 4' -0 TREATED MLD SLL(OM 6 sEE( A '..SEE FOU DATTON DETAWS TYP EXTERIOR NALL CONSTI CTWON FER PLANS (DIv 6 51$7 A-D 4' CM. OVER 4' ROCK OVER VAPOR BARRIER R -I0 RIGID INSULATION 2X69 TRATEDD FLATET 3/4' SEE FOUNDATION DETALS SEE FOUNDATION DETAILS 6'tEl 4ERFT GRADE CONTOURS NOTE INS OPTION CAN NOT BE USED AT SWEAR WALLS. TYP EXTERIOR WALL CONSTRUCTION FER PLAN (DIV 6 SHEET A -D 4' COO. SLAB OVER 4' GRAVEL BED (DIV.3 SHEET A -U TREATED MID SILL (DIN 6 SHEET A -U FOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL 3/4 =T OW(E E_ -cv GWB. TYP. (DIV 9 SHEET A -U INTERIOR BEARING WALL (D1v.6 SHEET A -D Vl'N x 10' AB. • 4' -0' OC. (Div. 3 SHEET A -U SLAB ON GRADE PER PLAN (DIv. 3 SHEET A -D VAPOR BARRIER CoNT. SPREAD FRG. PER PLAN (DIV.3 SHEET A -U • 45' (2) •4 BAR CONT. (DIv. 3 SHEET A, EXT. DOOR AND FRAME (DIV. 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D. (DIV I.SHEET A -D NERVESTRAL. FLASHING 4' fANC. SLAB OVER 4' GRAVEL BED (DIVA SHEET. A, 2x12 TREATED.TRESHOLD TRIM RI'T JOIST TREATED MUD SILL (Div. 6 SHEET A, •4 vERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRFMING PER PLAN. (DIV 6 SHEET A -11 ' EXT. DOOR THRESHOLD DETAIL FINISH GRADE PER PLAN CANTILEVERED RETAINING WALL 3/4=7-0' 33 c(J Qd T JT � } 3 /4 "=f-0 HANGER OPTION EXT. DOOR THRESHOLD DETAIL FULL WIDTH TREATED MUD SILL HANGER PER MFG TYP. FLOOR FRMIING PER" (DIV b SHEET A -U EXT. DOER AND FRAME (DIV. 8 SHEET A -I) DOOR THRESHOLD FLASHING AS REQ'D. (DIv. l SHEET A -D NERVESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A 7 TREATED MUD. SILL (DIV.6 SHEET A -I) I' AIRSPACE TYP. •4 VERT. RE -MAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN FOOTING DOES NOT SLIDE IN THIS CONDITION, FOOTING SPANS HORIZONTALLY. TOP TOP OF SLAB 3/4' =f LEt• 1U --O 33TNL TJ 3/4" =f-0" r-0 FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL 1/2.x10' AB. W/ 292'X3/16' S.Q. STEEL PLATE WASHERS • 4'-0' O.C. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE T MIN EMBED. •4 HORIZ. BAR 0' O.C., I' -6' CORNER OVERLAP (DIV. 3 SHEET A -I) •4 VERT, BAR SAME AS STUB STEEL SPACING. (DIv. 3 SHEET A -I) TIGHTLINE DAMPPROOFING (DIV. 1 SHEET A -11 •4 STUB STEEL FROM FTC. a i6 O.C. (Div. 3 SHEET A, 4' ED (DI PET&. V FT'G2 SHEE. DRA M A WIFILTER IN 24' GRAVEL B SOLID SUBSTRATE (22.4 BAR CONT. (DIV. 3 SHEET A, 1/1.x10' AB. W/ 292'X3/16' SQ STEEL PLATE WASHERS • 4' - OC. (DIV.3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE l' MIN EMBED. (V .4 BAR • TOP N vERT. BAR • 12' oc, FULL' HEIGHT () WALL. (DIV 3 SHEET A -) I DAMP PROOFING ( DIv. T SFR AD •4 VERT. J- BAR ® 12' oc (DIV 3 SHEET A, 4 HORZ BAR•10'oc (DIV 35HEET A -I) TIGHTLINE 4' FERE. FTC. DRQIN W/FILTER duo IN 24' GRAVEL BED. (DIV 2 SHEET A -U (41 •4 BAR CONT. (DIV.3 SHEET A -D SOLID SUBSTRATE (2) •4 BAR • TOP TREATED MUD SILL SEE FOUNDATION DETAIL.) 5/8'0x10' AB. W/ 2'52'X3/16' S.Q. STEEL PLATE WASHERS • 4' -0' O.C. (DIV. 3 SHEET A, EXCEPT AS NOTED ON SHEARWALL SCHEDULE l' MIN EMBED. '4 vERI. BAR • U' oc, FULL HEIGHT OF WALL (DIV 3 SHEET A -U '5 VERT. J- BAR •8'.. oc (DIV. 3 SHEET A -I) •4 HORZ BAR • 10' oc (DIV 3 SHEET 44) 46AR•D'oc L =2'6' TDIV 3 SHEET A -U TIGHTLINE DAMP PROOFING ( DIV 1 SHT Al) - y-�; 2' CLEAR (4) •4 BAR CONT. (DIV. 3 SHEET A, SOLID SUBSTRATE 4' PET&. FTC. DRAIN WFILTER IN 24' GRAVEL BED. (DIv. 2 SHEET A -D TYE. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV.6 SHEET A, LCCNIMON OCATESHEATHING JOINT CITftOF TUKWIL� MIEHIBER RIM BOARD. OCT 3 i ?UN TYP. FLOOR FRAMING PER PLAN. (DIv. 6 SHEET A -I) pERrnT CENTER TYP. EXTERIOR WALL CONSTRICTION. PER PLAN (DIV. 6 SHEET A-I/ LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • EXT. WALL POINT LOAD BEARING PER PLAN 2_,DCO X11- TREATED MUD SILL I )' SEE FOUNDATION DETAIL.) TYP. FLOOR FRAMING PER PLAN. (DIv. 6 : iHEET A -D FRAMING /FOUNDATION, CONNECTION FRAMING/FOUNDATION DETAIL LEcc- /330) -UO 3 /4' =tO 617C C U)-LI& JI \ \ "" ���� 3/4'=1' -0 ()BTU L-OO: ?O0 +3 L_IJI JOB NO.: TITLE SHEET D1 NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE. 2x6 2x2 o 5 12' O (CLR DIRT. BlII N NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G ATTACH LEDGER W/ 2 ROWS OF IR• LAG BOLTS AT 16 ac TY, TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM /SIZE TO REDUCE NUMBER OF POSTS o 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE Ix (2' GREATER TS) DEPTH THAN JOIS FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE 13 TYP. DECK CROSS SECTION 3/4' =T -0' - Ny) - w3iLk7 06200 - 06170- 19_7J1 II I II I I • 1 I I I I. HEADROOM MIN 6' -8', WIDTH MIN 3 PER UBC 100615 2. TREADS 9' MIN. DEPTH, RISERS S MAX. HEIGHT 3. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING, HANDRAIL I UT MIN TO 2' MAX CROSS SECTION DIMENSION • I I/2' MIN, CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 10069 STAIR SECTION DETAIL 3/4 =1' -0' FRAME OVER WALL DETAIL 3/4=1 -O ° SECTION ® BEAM 1� 3/4' =1'-0' L 2x6 CURB TYY". GWB_ s CFn rtr_ ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL 3/4 =Y -O' 5/5' TYPE X' GIIIB. AS REQUIRED SEE NOTES BELOW x KICKER PLATE 06100- 07300 -15 06100 - 07300 -37 SKYLIGHT, SOE PER PLAN. PROVIDE FLASHNG AS RECOMMENDED BY IFG 2x4 s ROOF AND FRM➢NG MEMBERS TTP. 07300- 06100 -01 WALL STUDS BEYOND DBL UST, BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYR_ RISE t RUN DP7FNNSIONS 3/4' PLYWOOD RISER 1 IB' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TTR UNO_ CBNIER STRI.ER WITH 2 - 2x4 STROP BACK TYP- NAIL WALL STRII. R5 U.1 (2)16d TO WALL STUDS 4. INSTALL FIRE BLOCKING s STRINGERS TOP 4 BOTTOM t ADJACENT WALL/5) PER UDC SEC.1052 5. COVER USABLE SPACE WIDER STAIR turn PE TY GB. USE 2 LAYERS CEILING AREA - PER UBC 100333.9 b. INTERMEDIATE BALLISTER5 SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 T EAVE DETAIL 3/4' =*-O GABLE END DETAIL 3/4=P-0 06200 - 06100 -01 � j /4'4 GABLE END DETAIL TYPICAL ROOF CONSTRICTION TYPICAL FLOOR CONSTRUCTION Hls gg• AT OUTSIDE FACE CF WALL WO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2 0 HOLES WIN SORE. SEE ELEV.'.. A35 EXPOSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION TYPICAL ROOF CONSTRUCTION BLOCKING AT CEILNG LINE 2x4 LEDGER s. INT. CEILING LINE BALLOON FRAME GABLE END WALL 06100 07300 - 06 TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE -NAIL THRU SKIP SHEATHING WITH Ibd s OL. TIP. 2X4 OUTRIGGERS s 4' OL. WITH 2X2 BETWEEN FOR TRE1 06100 - 07300 - 12 TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRI S EATHIG WITH Ibd s 0L. Tr, 214 OUTRIGGERS s 4 ac. WITH 2x2 BETWEEN FOR TRIM 1 MP. EXTERIOR WALL CON57RJCTION) 06100 - 07300 -13 1 L EAVE DETAIL 3/4' =1' -O' EAVE DETAIL 3/4 =1'-O' PER PLAN OVERHANG PER PLAN SEE ELEV. BABEL EXPEND b' ABOVE GTT. IN., OR N' ABOVE BEDUIN IN SUL /TYP. ROOF CONSTRICTION ) 2 MIN CLR FOR VENTING: HIe48. OC. AT OUTSIDE FACE OF WALL WO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH /3) 2' HOLES WITH SCREEN SEE ELEVATION EXPOSED RAFTER TAIL (TIP. GUTTER) FASCIA PER ELEVATION (TIP. EXTERIOR WALL CONSTRICTION) BUFFEL - EXTEND b' ABOVE BATT. INSUL. OR IV ABOVE BLOW INSUL. (TIP. ROOF CONSTRICTION) Y MN. CLR FOR VENTING Hl a qg• OL. AT OUTSIDE FACE OF WALL WO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' HOLES WITH SCREEN EXPOSED -muse TAIL RYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRUCTION 2' MIN. CLR FOR VENTING HI s 45' OL. AT UNO E FACE OF WALL VINO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2• HOLES WITH SCREEN IOSED 2 X8 BLOCLOCKING TTP. 0.� RAFTER TAIL 1 ►� / TIP. GUTTER FASCIA PER ELEVATION 06100 - 07300 -01 06100 - 07300 -02 06100-07300 -03 RECEIVED cIry of TuKV'+:Ln OCT 3 1 ZOOU PERMIT CENTER 06100- 07300 -04 1111 0 0 O 0 0 0 ❑ O O TITLE JOB NO.: SHEET D2 J �J TTP. WALL CONSTRUCTION UFTH WALL SHEATHING PER SCHEDULE BOTTOTI PLATE NAILING PER SHEARUALL SCHEDULE TJI BLOCKING TTP. TJI FLOOR CONSTRUCTION TOp PLATE NAIL.. PER SHEARUALL SCHEDULE 601701 PLATE NAILING PER SWARM. SOEDULE PANEL EDGE FIELD NAILING FER SCHEDULE TJI BLOCKING TYE TJI FLOOR CONSTR1CTiCN TTP. WALL CONSTR1CTIGSI WITH WALL SHEA.. PER SCHEME SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL 13 PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS °PERPENDICULAR TO FLOOR JOISTS 3 /4 =T -U' -` - natea -,. 3/4=1 -C7 3 /4=1' -O' 7070. - OBI 01 SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'4-0" SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4 =t-0" \ )3/4=7 -0' NAIL FLOOR SWEATW 4G THIS AREA WITH 10 d o 6' oc. EDGES 10 cf..'os. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER STEARUALL S CHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PUNT TJI BLOCKING s ALL PANEL EDGES PAWL EDGE 4 FIELD NAILING FER SCHEDULE TOP PLATE NAILING PER SWARIUTALL SCHEDULE TTP. WALL CONSTRICTI WITH LLI41 t. $3 EATHWG FER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4: -Or SHEAR WALL PARALLEL * TO FLOOR JOIST- OFFSET CONDITION SHEAR WALL HOEDOWN 12 3/4 " =T -0' 17Q7o- aavT; -;T3 3/4 " =1-0" TTP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE 10 a NAIL ® 6' oc.PLTLD. TO RIM JOIST PANEL EDGE I FIELD NAILING PER SCHEDULE CANTILEVERED FLOOR JOIST 10 a NAIL a S 04. PLYUD. TO TJI BLOCKING TOP PLATE NAILING PER SHEARIRLL SCHEDULE TTP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 3/4 " =1 -0" SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 FOUNDATION 3/4'=1' -O' . TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTRUCT. BOTTOM PLATE NAILING PER ...WALL SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TTP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARLUALL SCHEDULE TOP PLAT NAILING PER SHEAE RWALL SCHEDULE ANCH BOLT PER SCHEDULE SEE ARCH. DETAILS FOR' FgNDAT1ON CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 3/4'4 -0" TTP. TJI FLOOR CONSTRICTION TIP. EXTERIOR WALL CONSTRICTION LATH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEARUALL SCHEDULE CRIPPLE WALL (DIY. 6) SHEATH CRIPPLE WALL SAME AS SHEARUALL ABOVE SEE ARCH. DETAILS FOR FONDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL 70. 0330 3/4" =1 707000300 -02 CRIPPLE WALL (DIV. 67 SHEATHING PER SCHEDULE PANEL EDGE -1 .FIELD NAILING PER SCHEDULE - ANCHOR BOLT PER SHEARUALL SCHEDULE (IU •4 BAR CONT. (DIV. 3) SHEAR WALL 0 CRIPPLE WALL - INTERIOR RECEIVED GIN OF l UKVJ:LA OCT 3 1 2000 PERMIT CENTER 17000 -'1:3 BOB STANDARD SHEAR DETAILS & SCHEDULE NOTE: ALL INFORMATION ON MI5 5WEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. Co W _ (0 0 In 0 03 v X E 0 11 H : * CD _Co C'0 CO Lf) 0) CD Cj m JOB NO. TITLE SHEET S1 TJI JOIST DETAILS SHEARWALL PER PLAN AND ...WALL .WEDULE DOUBLE STUD EOM. PLATE NAILING PER SHEARUALL SCHEDULE TJI BLOCKS. BEAM PER PLAN 3HOLDOWN STRAP AT CRAWL SPACE HOLDOWN STRAP AT FLOORS 3 /4' =T -0' Ibdcb' 111 2x4 FLAT BLOCKING NAIL STRAP W/ ed COMMON • 5'oc SIMPSON CS. STRAP B' LONG, LAP 4' ONTO un WAru LL ad car OR CITI oN s Arm 4 NAIL or DRAG STRUT CONNECTION 3 /4`=r -Cr SHEATHING AND NAILING PER SWA I SCHEDULE 236 BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SHEARUALL SCHEDULE 2X4 LEDGER 0/ 16 d EACH STUD (2/ W d EACH BLOCK STANDARD SHEAR DETAILS & SCHEDULE 4' -0' NT5 UPPER WALL 1O �y TO LOWER ROOF CONNECTION 2 3/4 " =T -0' s ; .:. O IN - RIOR SHEARWALL TO ROOF ` COND. OHOLDOWN STRAP ® FLOORS NOT USE 055 ON ROOF TRUSS PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE Fed TO MATCH SHEAR - WALL NAILING BELOW 7XQ WITH 16d TO MATCH SHEARWALL NAILING BELOW INTO TOP PLATE PANEL EDGE FIELD NAILING PER SCHEDULE TTP. WALL CAISTRJCTIC41 WITH WALL SHEATHING PER SCHEDULE ® SHEARWALL 0 GABLE END 3/4' =T -0' 1J b 5 d NAIL • 4' oz. • EA OUTRIGGER 5 d NAIL • 6' cc TO TOP CHORD 4 BLOCKING 2x BARGE G b'. TRIM 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATHING WITH Ibd 2X4 OUTRIGGERS • 4. O.C. WITH JOIST HANGER • TRUSS GABLE END TR455 A35 CLIP PER SHEARS L`L SCHEDULE TYPICAL ROOF CONST KTION TTP EXTERIOR WALL CONSTRICTION WttFI WALL SHEATHS. PER SCHEDULE O PLYWOOD ROOF CONDITION 3/4' =1-0' OVERHANG PER PLAN (2/ STUDS AT EACH STRAP BOttCM PLATE NAILING PER SHEARUALL SCHEDULE STRAP PER PLAN SHEAR WALL SCHEDULE I V4' TIMBERSTRAND 151 RIM BOARD PANEL EDGE FIELD NAILING PER SCHEDULE TTP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION TYPICAL ROOF CONSTRUCT. H25 a 48' c o. 1318 d TOENAIL a TRUSS 15030 0 45' c. BLOCKING TO o TOP PLATE d • 6' or. • BLOCKING BLOCKING PER ARCH DETAILS SEE ELEVATION TTP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION 3/4' 4-O7 1 0D SEE ELEV. SHEAR WALL ® EAVE 3/4W -O' TYPICAL ROOF CONSTRICTION H25 TIE • EA TRU. L530 • 45' or. d • 6'or. • BLOCKING BLOCKIN.G PER ARCH DETAILS REC - IVEO A35 CLIP ^ITr o =TUh:v` "LA PER SHEARIALL SCHEDULE TYP. EXTERIOR WALL CONSTRUCTION; WITH WALL SHEATHING PER SCHEDULE NOTE: ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. OCT 3 1 MOO PERAIT C,NTER JOB NO. co Lf) C6 d • O N ▪ 00 'Kt w °--) V I �* Cf) Eo • � = (f) Cv Q : E • m Q. Q. TITLE SHEET S2 TJI JOIST DETAILS 08 -23 -00 SHEARWALL SCHEDULE G55 O41 711 z _ m _3du IIVN %NIIiVN 903 VNIIIVN 01311 9N 1,0 , 19 3+703 01109 9OH0N0 31011 1110 00111904 ld dal 01 0NI010009 BLOCKING TO TOP PL. NAILING TO JOISTS 9N111094 31011 4401109 ALLOWABLE LOAD m 9. REDUCTION POR NO. GI-1 UL MB ONE SIDE INI■17 mono °i " l ; II YES 5/8• a 48' A35 CLIP a 42' oc I6d a IT I6d a 12' 100 PLF GI -4 OR 50 GEE ONE SIDE rc YES 5/8. a 4S' A35 CLIPS a 33' oc 16d a 10' I6d a 10' 125 PLF G2 -1 Irz GW8 SIDES 6d YES 5/e' a 48' 20• 16d a 8' I6d a 6' G2 -4 OR COOLER YES 5/8 a 48' 20• I6d a 6' I6d a 5' `3 5/e' G UB TWO SIDES FOR 50 mom_ � _ . _ PI -6A x. ; YES 5/8' a 48' 20' I6d a 5' I6d a 5' 150 PLF PI -6 YES 5/8' a 48' 14' 16d a 5' .. 5' 240 F1F PI -4 YES 5/8' a 32' I2' 1644 a 4' I6d e4' 350 PLF PI -3 1/16' 088. ONE SIDE YE5 5/8' a 2d' I6 d a 3' i i a 3' 450 F'LF PI -310 USE 3x STUDS a PANEL EDGES TES 5/8' a 24' A CLIF5 10' oc 6% a 25' re I6d a 5' 546 PLF PI -2 - USE 3x STUDS YES 5/8 a I6' A35 CUPS (2) ROWS (2) ROWS 585 PLF I USE 3x STUDS e oc I6d a 5'i6d i m. DEL RN 1/16 0813. TWO SIDES P2 -4 YES 5/8' *16 A35 CLIPS e 1' oc (2) ROWS I6d a 4' (2) ROWS I6d a 4' STAGGERED 100 PLF STAGGER SHEATHING JONTS W/ 3x STUDS e PANEL EDGES T RIM (2) ROWS (2) ROWS P2 -3 YES 5/8' a IT A35 CLIPS e 5. oc I6d a 3' 16d e 3 STAGGERED 500 PLF DEL RIM MYER-1415ER . -4 SIDNG HARDBOARD, I 8d MMON CO N O 5/8' a 48' 12• I6d a 5' I6d a 5' 202 ELF RT 2319 1CBO 030 REPORT f�PORT I PI-i P porrit ®1111TH _A - -- I ®!.&i�ui1L impsown WHEN iiniM•81# IlUrT INI■17 mono °i " l ; II " PI-6 CaTtlEEN SHEATHING OvEl N7EItlAR Sea a,I - IIIMIIIF Fil `` . ILI =M...12 - Tier MOM `3 mom_ � _ . _ PI-i P J1 - iiniM•81# IlUrT I PI-6 CaTtlEEN SHEATHING OvEl N7EItlAR Sea a,I - I Fil Tier MOM `3 mom_ _ L_ P L_ 0 0 FOUNDATION SHEAR WALLS 5oab L ..T-0• SYMBOLS & LEGEND o� 5�! PONT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING FONT LOAD TRANSFER,. DOLLN W/ LOADING �� HANGER #. POINT LOAD TRANSFEREE, BY KICKER • ' HOLD DOWN WITH SIZE DESIGNATION ," VERTICAL H SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION a INDICATES SEA .. CALCULATION WITH INDEXED NUMBER EXTENT aF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 331=11K WALL BELOW NOT€ UNLESS OTHERWISE NOTED, ENGINEERING A•4 CALCULATIONS ARE NOT FRONDED IN THESE DRAWINGS_ PONT LOAD TRANSFERING DOLLN MAIN FLOOR SHEAR WALLS SNab Ia m SHEAR NOTES UNLESS OTHERWISE NOTED * .-E5 CRITERIA L SEE CALCULATIONS FOR DESK34 CRITERIA G ER LI NO L ALL SHEARUN_LS SHOUN ON TFE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL !TYPICALLY SNOUN SHADED). 2. ANCHORAGE I5 FOR F. L S(PAWEL$) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SI-EAR PALLS, NAILS MAY BE SPACED A 16` Otf TIN) PER TABLE 23- II -B-1 OF UBL_ 3. WHERE PORTIONS OF 11 S AFB NOT DES':3TATED AS SHEAR PANELS TIED SHEAR DETAILS DO NOT APPLY. FOLLOW MIN_ UBL_ REQUIR815415- 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5_ SEE MANUFACTURERS REQUIREMENTS AND DETAILS FOR EACH I T Pt OF HOLDOUN, STRAP, AND COIYNCFOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSIII SFEARITALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS_ EDGES SHALL BE STAC{.IERED AT CENTER OF STUDS AND BLOC(.ED PER SCHEDULE- 1_ DO NOT OVERDRIVE NAILS INTO SHEATHING-_ 8_ STAPLES OR SGREUE ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED s_-EAR WALL PANELS UNLE55 PRE- APPROVED BY T1E STEPPED OFFICIAL ROOF t FLOOR S!-EAT1 W1 L ROOF 51-EATHNG-- 1/16 OSB APA RATED SHEATHING (24/0) LAY UP W/ MINIMUM 1/8' CLEAR BETUlEET4 PANELS TO ALLOTS FOR EXPANSION. NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND R• oc AT INTERMEDIATE SUPPORTS_ PROVIDE EDGE CLIPS a 24' O.G. e ALL UNSUPPORTED EDGES ALLOWABLE DIAPHRAM SHEAR= 180x082= 142peP 2. FLOOR SFEATHIN C 3/4• CDX T$& APA RAID) PLYUIOOD (4524) NAILED AND GLUED_ ADHESIVE SHALL CONFORT I TO APA SPECFICATION AFG EL PROVIDE TED EDGES AT LONG PANEL EDGES_ NAILING 514ALL BE 10d AT 6` oc AT PANEL EDGES AND I0' oc AT INTERMEDIATE SUPPORTS_ ALLOWABLE DIAPFI2AM SNEAK = 215x082= 111pNT 3. PLYWOOD SHALL BE LAID UY FADE GRAM PERPENDICULAR TO SUPPORTS AND END D2- Ark TYP. • 6►E+NOUaLL OIONG •IATION6 UPPER FLOOR SHEAR WALLS Scab UB' -0• R. FENKD,ILA OCT J 1 2000 PERMIT CENTER SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS U O V O JOB NO 0018421 PROM: 99024 1997 UBC SHEET \Kaa100\00184 \0018421,DWG 10-12-2000 15:24:19 She