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HomeMy WebLinkAboutPermit D2000-120 - THE JUNCTION - LOT 6 - NEW SINGLE FAMILY RESIDENCETHE JUNCTION LOT 6 D2000 -120 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 377930 -0060 Permit No: D2000 -120 Address: 5619 S 150 ST Status: ISSUED Suite No: Issued: 06/12/2000 Location: Expires: 12/09/2000 Category: NSFR Type: DEVPERM Zoning: Const Type: VN Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TLIKWILA Sewer: TUKWILA Wetlands: Slopes: Streams: Contractor License No: TRYONCL013DH OCCUPANT THE JUNCTION -LOT 6 Phone: 5619 S 150 ST, TUKWILA, WA 98188 OWNER TRYON CONCEPTS LLC Phone: 425 -228 -9750 PO BOX 146, RENTON WA 98057 CONTACT DON TRYON Phone: 425- 255 -6518 14420 SE 84 ST, NEWCASTLE, WA 98059 CONTRACTOR TRYON CONCEPTS LLC Phone: 425- 255 -6518 PO BOX 146, RENTON, WA 98057 ** k**• k***• kk******* kk**** k******* k* k**********: k• kk• k**-k*** k***k ***k* *k*k*k**•k *******-k** Permit Description: CONSTRUCTION OF A NEW 2,367 SO FT SINGLE FAMILY RESIDENCE, 535 SQ FT ATTACHED GARAGE, 120 SQ FT COVERED DECK AREA AND 100 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, SANITARY SIDE SEWER, WATER SUPPLY, WATER METER, ACCESS•AND STORM DRAINAGE. • k***************• k**************************************** *•k * ** ***** *•k *•k** *k *k ** * *•k** Construction Valuation: $ 216,688.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizefin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: Fill: 277 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 ***********************• k***** k**• k****• k*** k**** k*• k***** k*• k k ***•k* **•k*'k*k* ** * * * * * * **•k ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,164.77 ******************************* **A •k**** *** *•k*** *** ***•k*** * *•k * *•k *k* Permit Center Authorized Signature: 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,. Signature: Print Name: This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from t.hje cast inspection. WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. - I Try_0-1 DEVELOPMENT PERMIT v. very. v . - we rr ,!1x" Y.rl nw oct• H' YF�V!'Ji'Nh1'.11�Kx.'HT.+!f..Y v.Y'sN tf.i.N WIsBrI.T l Date: (206) 431 -3670 Date _ 9 Jd`:0_.__ z • • ~ w QQ � J U O 0 0 J H CO W w 0 u. I d = w Z � I- 0 Z w U 0- a 1- w W I-- -- U- Q ui z - I 0 1 ' z CITY OF TUKWILA Address: 5619 S 150 ST Permit No: 02000 --120 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 04/26/2000 Parcel #: 377930 - -0060 Issued: 06/12/2000 • k k* 4 *• k• k****• k• k****• k**• k• k• k**• kA**** *•k•k * ** *!: * *kkk: @ * .. :k *k•kkkk *k * * *•kA* *** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations .shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State 'Professional Engineer. 3. All construction to ;be done in conformance with approved plans and r�equirerr tints of the Uniform Building Code (.1997 Edition):. as amended, Uniform Mechanical Code (1997 Edition), and Washi.ngt n State, Energy Code (1997 Edition):" 4. Plumbing permits shall be obtained through the Seattle - -King County Department of Public Health. Plumbing will be inspe,ctted_by that .agency, including all gas piping (296 - 4722) ; 5. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6. All wood to remain in placed concrete shall be treated wood: 7. Val "idity. of Permit::: The issuance of a permit or approval of plan's, specifications, and computations shall not be con - strued to be a permit for or an approval of, any violation of ,,any of the provi s i ons of the b u i l d i n g code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this de shall b e valid. lectrical . permits shall be obtained through the Washington State, Division of Labor and Industries and all electrical work Will be inspected by that agency, (248- -6630) . 9. There shall be.no occupancy of the buildings) until the inspection has been completed by the Tukwila Building Inspector. 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. All permits, inspection records, and approved plans shall be a v a i l a b l e at the job site prior to the start of any con- - struction.• These documents are to be maintained and avail 'able until final inspection approval is granted. 12. FROM OCTOBER .'1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:IV OR STEEPER 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 Al THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY I THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN z ~ W re f J0 J • = H U) u. w LL ? = r- w _ z � Z O w w U� �_ 0 1- w ui LL' O . u U = 0 ~' z TEMPORARY EROSION . REVENTION AND SEDIMENT AT L ASr MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 13. 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.. 14. 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. 15. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 16. Temporary erosion control :measures shall be implemented as the first order of , business to prevent sedimentation oft - site or into"existAng storm drainage facilities. . 17. The site:.shall have permanent erosion control measures in place as .soon as p'ossible after. ;'final grading has been completed and prior to the Final:.. Inspection.'. 18. Driveways comply with ;City residential standards. Driv,eway.width shall -be - a` 10' minimum and 20' maximum..Slop'e shall ' be a maximum of:' 15 %. Turning ng radii shall be a minimum of :.fi ; feet. d+ 'SN7.4Yii?Rat.WadR:.dG.:7$Ycmn" vary n. .'-, w..+ni mi — — ...........+........+....— z � w 2 00 to o w -j � w 2 gQ cn = a I- w Z � F- 0 z I- U 0— C H W I r- LL'O .. 0 z Project Name/Tenant: T Q T� K . L. et C V o f Constructi n: tom o e-le, Site Address: Ci State /Zip: 5a. i 4 5. (50 4-1A- g-(- — aTi <u) (,c)a Tax Parcel Number: 3 77 `1 — CO 6 0 Property Owner: 7 FIL 9 OA) CC) P1 CZ 1 Lz-c-- Phone: X25 22-g `175 Street Address: City State /Zip: po obX l4Co Wet,,-(e LA_ (,)c. Q Sa 57 Fax #: 425 2zg 7Z32- Contractor: 1 re CoKCe p7 LG.� Phone: las 2 78 4 175 6 Street Address: City State /Zip: p a aX (4(0 Per.-{2,`c. 4 9E057 Fax #: 425 Z ZE 723 Z_ Architect: ia/Ve Ain t c ilec '{'c Phone: q25 64 ( 5320 Street Address: //pvue amity 9F00i7 (453( ,5a /644 5i— �3e Fax #4 25 64( 53t Engineer: // // / , Phone: Street Address: City State /Zip: Fax #: Contact Person: Oit) TP?0,0 Phone: Z55 ‘571 Street Address: (44 5a 4 � 5+ &Qo , ,Cit) �s O 'KQ Fax #:� n azi �s ZS 5 Description of work to be done: 2 New l-4 elite- 31122 Z5 tDJ Type of work: 21.New Single - Family Residence ❑ Addition - Single - 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: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 23G-7 sq. ft. Dwelling 12O sq. ft. Covered Deck(s) 535 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) l v sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot)_ *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. Single - Family Residential Permit Application CITY OF TUKU Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUESTFOR WORKS` SITE / CIVIL .PLAN'REVIlEW` ;'(Additional reviews shall be` determineirbkihe P ...ubllc -' • ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: SI Sanitary Side Sewer #: ® Storm Drainage O Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous SFPERMIT.DOC 2/13/97 F07 TAFF USE ONLY gal Project Number: Permit. Number: Size(s): 0 Fill cubic yds. 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. DateialylicatA a pt+d: _ 0 Da terca t i oy-gxFyres: -0 Appli`G;gOen by: (initials) PLEASE SIGN BACK OF APPLICATION FORM A MMIMEIgegamplextmg eta *a .... .. n..... m... ..«nmrr..v:ntiwhMM�Ortatt+..xn�x omi,:,4K;tr17.V 'tR 27 1, Wi 4NS! rir, t: V t+ew,y!<wYC!n?v:-0". .".. rr .+ h .; wr:"'} Wi711RxK' P."!AW':M:S7i'�'.5��+✓...M1.�M! z ~ w tY� 0 co J = � w w 2 � rn � = d I-W z = I-- I- O z1-- W 2 � O - DI- W W r . u-O W Z UN — O~ Z ALL SINGLE- FAMILY RESIDE IAL PERMIT APPLICATIONS MUST'' WITH THE FOLLOWING: • DRAWINGS PREPARED A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H - 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. ❑ 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). o 7 Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". BulldingOwner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed - :., 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 / 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. BUILDING: OWNER .'ORAUTHORIZED'AGENT: Signature: Print name: ,To AI - :R Address: Cf4W 5 34-4-1( 4. )÷ il)ct4)C45 t(Q k» eis'3$ei SFPERMIT.DOC 2/13/97 04) Date: Z P 2 2 55G Sl G Fax City /State /Zip: 5 ?6 &!oi%471fi��at�}71RSR01. z ~ w tr 0 00 u) 0 IJJ J I— w w g co � z = z1- 0 �_ 0 I— w w z U O ~ z h••l*A** **A*k:l*hh:F1.k:Fhk*9 h• •!c ,4 o-L :4 h 1. A 24 •k •A h •A :S k ••t lc h •k :t h A k :1 A •1 ,F k : s• :! h ;4 :4 :4 •k •A •k A h :1 :CITY OF T'UKWIL.A. WA f .kk:kkA•kkAkk:t***A :F ,t :k :1 :F :1 �0 � G TPAN * l<'tI'T k•A 4 * �t�:4:1.t :4 * #A•hA kA :F*:F *A k:tA k:Fk:F*A* /, ••k TRANSMIT Number: 89800:300 Arnottnl:» 2.092.95 Payment Method: CHECHECK Notation: •rRYOW CONCEPTS '�'� 1 N i i Permit Nor D2000••120 Types DEVPE)j DEVELOPMENT PERMIT Parcel No: 377900-0060 S i t e . Address: 5619 S 150) ST This} Payne rtt Total Fees: 3,164.77 2 :092.95 Total ALL Pmts: ,lEi4.ii 43a1 ancer .00 AAAA•AA*0, -*A *AAA•* AAA•• kA*AA k• kA****• A• A A: fr: 4 A• A•***•k***A• *A***AA *A* **kAAA•A* • Account: Code . Description 000/ 322.100 BUILDING -• RES 000!345 .830 PLAN CHECK •- UTILITY 000/345..030 PLAN CHECK: -• WATER METER 000 3•£i5 »'.a04 STATE BUILDING SURCHARGE ..0"00 /.342,.400 INSP FEE -• UTILITY 412/142.400 INSP FEE - STORM DRAIN 402/142.400 INSP FEE -• SrMF. /SSS 401/3$8. 102 WATER ,CONNECTION 401/386.520. WATER INSTALLATION (DEP) :401/142.400 WATER INSPECTION FEE 401./34 3.405 WATER TURN-ON :000/322i.100. LAND FEE • LAtN1. ALTERING PERMIT FEE. . '000/145;830' LAND AL. FER LNG " PLAN CHECK • Amount 1,6441.95 20.00 10.00 x4.'50) 15.00 1;.00 20.00 60.00 150.00 15.00 25.00 72.00 37.Kr0 `t bt+6L tkv A "61a4 s iMv; o �,.. -3h cks : wif• ,r .wlu i t ,pi,A.A.A**.kA*.kk*Akh,*4. .crry OrJOINILA. PA rp AA*A****A*A4A*N**khAll**k TRONSNIT:Numtier: P9800271 Am pyment 'Method: CHEtK Nota Permit No: Parcel Nor, SltEl Adfiress: i'vei Pymvnt k4*..04**A0.0.16kAA t (cEu't C () d D2000-120 377930-00(0 5619 S 150 ST Total Fees: 2.72n.2. . 1,071.82 Ik:tal ALL Pmts.,: 1,071,82 lislantet 1 1 • 0 4.**AkNAlckAAk*A*** PC (20 .itieAk**A**hAhk*V*AkAhAA sPANSMIT ount 1.071.82 04/26/00 1012 tin: TRYON CONCEPTS init: TI.A3 Type: DEYPERM DEVELOPMNT PERMIT Description PLAN CHECV Amomit 1,071.82 3794 04/27 971.7 TOTAL 2249.20 0 '' Project: - , v , � c►no* - t6', • L) t hype oil pec 'on: u`s > Address: Da r a OO 1 .�— Special instructions: Date wanted: , ^ a.m. 1 ---( AJ p.m. P L 7 ZR - L13 1y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ti (206)431 -3670 Corrections required prior to approval. Date p @Q $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: tiu� 7a4�1`n A�MGeltr' f{ xd►: rl Lle+ �b% wT.. �. tti[ Y'. �. i�.L�S p ia" �ie�., 1:.' 1�' SY��i' k� tib} �+ ��+ t�ivi' lii7feL'{':�La�'S�Y�`'TtirY� z W J_ 0 0 co wi J I. U) u. W }} g u.Q Z d: ▪ w Z �. I- Z w ui C.) 0 — �. H iu = - U ' u _ 0 . W z 0 ~ z ?. �:" Pro 1 e \ -r Type of Ins ction: Address 5 (0 I °I S• 1504• Sri D ate calle : VoR ► ��� Special instructions: / _) Date wanted: (� Requester: -, Phone:42s _ zs 6s / �. INSPfi RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 in Approved per applicable codes. Corrections required prior to approval. COMMENTS: Tuh<<c U OY-LS ■ %Act I , PCLCtN1Cok . [ Inspector: 4117.4.20 )1•CA Date: ' --;: /` ob n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ff`ri:A,+r,.0 o r f.".•iCL'cJi'. i15:.7s+SttFifG�SfEF • '. 1 25 . t°•Aat47.Rs$L' i" +.ateklitir'tf2 :' 3M 42 ri:Yt:Mgoo S tr .!"+:r1t�k z W 0 0 co N W WI J I. CO CO = W z H Z 0 W D - _ W u. I- O W z UN O z Project: ....)u tnc " o�, ! Lot. !O Type of Inspepti `t✓ ( , 1 1 Address:, (D G I - 1 .S 1 5 � 1 k Date called: ` - I .)-7- oa Special instructions: Date wanted: a.m. 14 — X7- OO p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 >... iLA0oved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 n Corrections required prior to approval. COMMENTS: • V)Pcnr t. )(kat 11 — cc per il Vro[ sArA t \ t Ir q — ( rn wed Inspector:1 _ Q n 'p zintv V' Date: 00 j $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: Project: "" Typ f Inspectiop Address: Sto( s t,ti0 Date called: !(... ,00 Special instructions: Date wanted: j 00 a.m. I �'-,��- W p.m. Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Ej Corrections required prior to approval. COMMENTS: r rsvtat t or. pe UrCit C�(1 • (Nr rsif ciVt v - a pp rnvcc' Inspector.. Date: 11 1 00 n $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: 6�i�:IawT�' iCtS}. i �:l: �it.+ ai:. �w,. w. ...:.wy;:i:.YZ:+�a'._c.:5" ..+". �. C' x i6�' ic�4'." aitY , L�4L� «zl��.�.``. � � @._}�j':AT PERMIT NO. (206)431 -3670 z W re 6 -J 00 U) C W I JF.. CO LL Q WO LLQ D: z � Z I - W U � O W F L" O' tit Z. 0- O z Pro' ct: . v u cVOd "'• 1 (e ) Type of Inspection: ..ZA. 7: /6 Address: Date called: Special instructions: Pt/A- Date wan d: l o f (4a / oo �.m�7, . Requester: Po T ti.i' Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pwco -1 W PERMIT NO. (206)431 -3670 "Approved per applicable codes. n Corrections required prior to approval. COMMENTS: l D6/;/ fl $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: lx3: KiL'a�rt;:'it�r�;i�FSGu= :-i'.i sse�. i• s' rc:. eU, t• au' Ldu;., ati�::. �, �= �. �yt�.. �Y:: tr: �> e;. r+ at' d?.': �i? 1, +,+•:�s.�ai�'a�ii.*k��»t:,�bi�r Z . QQ � w J O UO U O• �W J H W O. LLQ D: . W Z � F- O Z I— W D O O H' W IJJ. • i O Z U g2 p _ O ~ Z COMMENTS: r Pfci 1" r rP<nter,►vtr.Q dr \ \ - 9a e �j \)P►n-\- 1 2.) 5 h' a 1 1 S-P c `‘ c) v r) CO ( p )001A-.\-\";.)\- ynG,SAf r , YP vvlri tJR A f OY' c AD 1 rt �� /iN \ \f,t�1 c \ 1\ c)Ok.- 1) f) '�m.' p.m. O k: "\ FP m tjj C � AA? t iapte, 2 6) /Vortc &2 Comph - it `` 14 o t,,,, 2 e. A)o e. f U 1, t er Y'C v t L kJ Project: h" )f.lr`!( -lMr)—Ir 1 [, C / S Type of I nspection: 1 {,6 i I b tt !f %/riIf `Address: j to / r/ /5 -5 ! 1 . bate called: J /0-5 re' Special instructions: Lei of %ylc✓hry // Date wanted: /0- tr -O u '�m.' p.m. Requester: Phone: INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ..n ,......... 02Ca -/g0 PERMIT NO. (206)431 -3670 ' El Approved per applicable codes. 'Corrections required prior to approval. Inspecto . o k 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: COMMENTS: Lc Type of I spection: l r=- I I . n S uIrc{ - i t:r'1 Address: + 9cr 1 c t a. I .3+ 2 .€ 67 7o, / v ,-c , moo _ # , f'/9zc,"Weer T .- iC ro 7 47- Date wanted: `1 — , , c j — LC. T:„.... p.m. Requester: Dr r1 O (,7- 4'`'G,i 7'z 4:767 r.. .. ,1 - /7 _ 1 Project: -- ,....)v r, r -M �' L t* Lc Type of I spection: l r=- I I . n S uIrc{ - i t:r'1 Address: + 9cr 1 c t a. I .3+ Date called: ' ,' q - 2 ' -- 0C> Special instructions: I c, 4-e. r' 0 r t % n_3 //do Date wanted: `1 — , , c j — LC. T:„.... p.m. Requester: Dr r1 Phone: ►--12 , - 2.SS -, CpS 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule a reinspection. Receipt No: Date: � COMMENTS: Type of Inspection: r- - cc rte, t r ) � Su,� 0r4 Ur\C \fr S4cr it land II I v / fi Date wanted: q— 2.1 Ud Vim. p.m. \ re a Ocl i.- W ■ l'\ \ KsukcA;o a- 4 L)YY'-e Lock \\ ■ v r cs t4,-,1 hAs 1 0 -C1(x)y O K_.. .;--o \ v\S u ` c' Prqject: '" )u IVC 7 r c: n/ — C or (c' Type of Inspection: r- - cc rte, t r ) Address: 50 5. ,/56 St Date called: 9- 2 b — Ot7 Special instructions: Date wanted: q— 2.1 Ud Vim. p.m. Requester: 1O, cam } Phone: 2 2 S S -'L- �, > I INSPECTION RECO Retain a copy with permit INSPECTION NO. Y CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 \) t I 2 op -120 PERMIT NO. (206)431 -3670 n Approved per applicable codes. C orrections required prior to approval. Inspector`� Date: 7- 00 n $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: z Z . ti 0 0 0 (0 O: J= 2 w 0 d H I. Z WO uj O tn, 0 = w I— — . O lil z U N 01 0 z Project: ( , n C_41Ly) - L c.+ lr. Type of Inspection: ) cct Shel+t, tn /1-7X* . IL Address: __ `- tc- I C1 1 ��:. ` ' D e called: ' - fir, -- Co Special instructions: / Date wanted: ` . 3 i..'. �m p.m. Requester: V -)Cilt -- ,L"1c c- d c (rcI INSPECTION NO. { i% I( r INSPECTION RECR Retain a copy with peill niit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (rr ICJ ?C: o- I c PERMI. f`''7-� (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )-7 r. e. /' cry., S f2lr'� -v< tt c e a V T �c e fit- ✓/7Lr c Z4 El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Cs4 ( AKftlifV,:1Akita7fiNiw.4rikh&-Vbie•3 ar i`'h��'te ... '' a ri ' ':%2 ` ct z • . 6 U O 0 to 0 W J H w g a, • a z � Z o 0 j- Du H U ` L I o w z U � R- 0 z Project: , c, r -, Lvf t\(.- ...) c o Type of Inspection: ` .,- i- ielok0 Address: 50; 19 • /SC �7` Date called: > - II - ter, Special instructions: Date wanted: S - 1 4 Vim` p.m. Reque -t r — TV 1 nn Phone: - / / 2 , 2.55 - 45/' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 - Dtt»D -12 PERMIT NO. (206)431 -3670 pproved per applicable codes. COMMENTS: Dated at 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: Corrections required prior to. approval. Proje . VIVC.7707U (--- C Type of Inspection: FOC> n A- P ig-A „ Address: Date called: Special instructions: Date w est: 7 -.i 00 a P.m. Requ tc leic..., Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 oved per applicable codes. El 'CorrectiOnirequired prior to approval. COMMENTS: cs), P(L $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: 4 ' 4 4:1 AW,a).441' • , z Z rt 0 00 U) 0 (O W WI w 1 w 0 g y 1— ILI X Z I-0 Z • uj z C.) 0 LU uj I" r ...° — 0 ▪ Z Z.") o COMMENTS: Type of Inspection: C n Ova n z /1 I —, `e _. 51--, ( [. /e, f F9 A.-47 1 / ,�.,, rr,R^J ?. Date wanted: `7- ,9 CI- ) - c R Requester: )r\ --- T6y nr, Phone: LI2 -(6 Pi?tf .. ,. 1. li 1 Project: - ht- vr -E ;o n L.‘) f (i) Type of Inspection: C n Ova n z Address: <r: / °1 S . I - ',T Date called: 7- ,r`f Special instructions: Date wanted: `7- ,9 CI- ) - c a.m p. Requester: )r\ --- T6y nr, Phone: LI2 -(6 1 INSPECTION NO. Inspector: INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. Corrections required prior to approval. Date: Fl $47.00 REINSPECTION tE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;;�� �� ' , }.y:,;t �. �� 4,�ywi,,y�.1^ r- »ir.zr... s,i7..',. .l'•. "'1i.. ", r; -� w: YAt. i' i��•. Hl: Lft.. �wl: e/.• iL.•'n:teu i =4.' i � " rS:1.'C "'�hf/.�+ ' (206)431 -3670 Project: nC'�"! C..) k1 - L °+— (o ,T.xpg of Inspe tion: L,43 1 i - Q- t__)(160-A Cy 5111 's C1 5 1 S+ Dat� called: OO Special instructions: Date -1 wante .r — � ( -GC) om f � • ues er: P O S --- 9 D CTy 'Jaw INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: // v $47 :OO1REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: "Date: '\. z w -J CO W w CO LT. w 2 u-a to � s z �. z0 w > > U O ff. 0 F--. =w 1` tL H O , 'U z . 0 — O z Projec Ann + r ! Type of Inspection: / ,/ _ ii41 —/>:.5 e� Addr:, /, / Lf Date called: Special instructions: /e24 CO Date wanted P.m. Requester r . r Phone: 1 $4—'9'22."'3g3? INSPECTION RECORD ' a copy with permit INSPECTION NO. CITY OF TUKWILA,.BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Ezav./26) r , PERMIT NO. (206)431 -3670 .pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $47.00 REINSPECT! . 4 EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z W . 00 N 0 . W w J H u. WO � Q to = a I... W z � Z uj U � O P— O w w . ~ -- U . h' O • 11/ UP O 2 P ct: , )r1C ion (..0+ — CO T e of Inspec ' on: A Ina �bpiln Address: g- Date � called: - ; on ' Special insfructi�o�ns: Date --- 7' " 00 a m p.m. Reeauu ester: P pn �` 9 D a _ 9 INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. COMMENTS; Inspector: A40 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 0 $471.00 -REI SPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :�,w.• s "' �t . r8dca::: �i�'.... r�Ciia :.'.+,�Ys'x",iii.:�yi.d:..0 w.+:.�;:ica � • r •�;.s = P it.:_::.ie.'�...iK?s�.:" -- - - z � re w 2 0 O. to o W W J F W }} J. u_ Q CD = W z � ZO w D uj U O- W 0: I I O u z O z COMMENTS: - * . t b Type of Inspection: SD 7 ,V' y'f if). S. rL ,1 - ,5 p uotiji., . 5.043 c LA • ` Ju.4r‹ . II . D. i. @ , f S `h¢ ot.C-c.c .c i ,i.i -ca) is A ek ( S, U. CoAsf.2' trt Uttki,4,.k . Phone: & f(01,4.3 to , U, to..„ i , 41 P/'- ...... )_ Lki TL) Project: . J - * . t b Type of Inspection: SD Addres r^ N 1 Toll Date called: 7 f 1 (3U Special instructions: Date wanted: K If a.m. p.m. Reques (( w / T & ~ Phone: r INSPECTION NO. INSPECTION RECORI. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 D Approved per applicable codes. n Corrections required prior to approval. Inspector: 6\) Date: 1/ 5/ 4) 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: z Z ~ w 00 W J F W 0 g Q ' to 3 C>f Z � LU Z° U � 0 1- w W . I— - , O W Z U= 01- z • ( NOTES: FILE COPY _ understand that the Plan Check approvals are subject to errors and omissions and approval of adopted code authorize ordinantthe violation i of of con �Id p I. DRIVEWAY PAVED FROM 5. 150th TO GARAGE 1. 5D. PIPE CF 4' NON - PERFORATED AD5 N -11 TESTABLE 3. 555 PIPE IS 5' 5DR 35 ON A k%. SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4 I/1 A rt-n eiini . r•ni..• STORM _DRAIN STUB OUT IE= 213.00' TYPE K COPPER W TEST TEE CLEARING LIMITS TO BE TO PROPERTY LINE 8 „ PREfENT ERO (c) HOUF40 BE`B LT GAR Final ,co is subject to the Public.Works utilities inspeczc; Gate: g MR 11111111111111SAA 1111111111k W SANITARY SEWER _Zitri E STUB OU 14 T 1111 20 FRONT SETBACK 25'.0' 4' SIDE SEWER MIN S AND 10'•0' MIN AWAY FROM DRIVEWAY These plans have been reviewed by the Pubfie Works Department for conformance with current City standards. Acceptance is su'n' ' ;rrors and omissions which do not authc "ins of adopted standards or ordinance; - - .Ability for the ado;,uocy of the design rc - 1 the designer : cr 'lase drawinr this voiu :no and yr . a of r.. ngs for st. - A -- LEFT FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #19990726001980 STORM DRAIN WATER SUPPLY STUB OUT 3/4' METER IE= 213.00' WATER LINE TO HOUSE c ►ion by Z • • • �QQ W J U' 00 Co O : W W J �. IL. W o, 2 D. Y2 cy Q = W • 1- _ Z �. zo 11J La U 0 0 a 0 I-, w ua • LL. F •- ui z: rz 0 Z • NOTES: I. DRIVEWAY PAVED FROM 5. 150th TO GARAGE 1. SD. PIPE OF 4' NON - PERFORATED ADS N -11 TESTABLE 3. 555 PIPE 15 6' SDR 35 ON A 64. SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER IS FOGTITE'1 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED I MULCH BY OUNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOILNHILL SIDE OF THE LOT PER 1598 K.C. APPENDIX D. SURFACE WATER DESIGN MANUAL ADS �S 10 *1 ISSVL RE CEIVED JUL 2 5 2000 TUKWILA PUBLIC WORKS 04000 120 -- - - -�� Hirl NC, SIDEWMINIMMIllik SEWER aliCI 05 i I8'€RL1TI UI R T 10' 5 'TBA LLI N ID RIVE AY SECTION 4' EXP. AGO. CONC DRIVEWAY A 2S SIDE SL • PE 2. 5/r CRUSHED ROC[ STORM RAIN STUB 0 T IE =213.00' TYPE K COPPER W TEST TEE SANITARY S STUB OUT ___STUB E =1913?1or 20' FRONT SETBACK 25'•0' 4' SID E SEWER MIN AND 10'•0' MIN AWAY FROM DRIVEWAY CLEARING LIMITS TO BE TO PROPERTY LINE 8 „ EXISTING TOPOGRAPHY PROPOSED TOPOGRAPHY INDICATES AREA TO BE DISTURBED :13s P 1ZC N G H ie p.iy t i op.c3c_v(eRy "C:a\(Et Wt\S r .{iL-L �Rosl6I■i i ^ gE C IN ! FN GTL4 APPRX. 139' YARDS OF EXCA TO BE RELOCATED IN REA INDICATES EXISTING /PROP NATURAL DRAINAGE PATTE kA)4S1-. RbCK 4U,n,2V s PALLS DRAN ptPL. `f�N(vL[✓ D it SC'a2 n 24( 0 1A L bi- ri12/jj Si'_' IVY J SITE PLAN FOR LOT 6 SCALE : I' =20' HOU41'0 BE`B SUBDIVISION • BERGSTROM (THE JUNCTION) STREET ADDRESS : - LOT AREA : - PLAN ': PLAN '2359A OWNER : TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 TAX ' : - LEGAL DESCRIPTION : D 2'C - /70 LT OAR 464. 1 N87°453” LEFT SETBACKS FRONT : 20' REAR : 10' SIDE : 5' SIDE : 5' STORM DRAIN FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING 019990726001980 WATER SUPPLY STUB OUT 3/4' METER I E =213.00' WATER LINE TO HOUSE MAPLE JOB 0 : LOT6b PLAT FILE r. 99112,02 DATE: 08 -01 -99 SRU REVISED DATE: 11 -03 -S5 MJM Trapp ler Architects, P.S. 13400 Northup Way, #33 Bellevue, Wa. 05005 tel 425-641-5320 fax 425 -041 -5310 J Kappler Architects VERSION 57.7 INCLUDES 3 STORY Job No. 99024 -21 Date 7/29/99 SPM Lateral Analysis for: TRYON CONSTRUCTION PLAN #2367 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 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 KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor425 t.1C15320 Long Wall :80 42 .. 1740 12: 15 13.0 9.25 NOT VALID UNLESS "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included 4/10/00 PAGE 1 z I ` w re JU 00 0 w= I-- � LL WO 2 g Q d F- F- = Z I— O Z F. W W U o O ( 12 0 1- w ur I I- � IL O . w z U N 0 Z 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))) where: AB Ground floor area of structure r max = Max element - story shear ratio P= WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = r max = r max = I -2.73 I 0.62 16:4 1 WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) r i / story shear r = element story shear x 10 / Iw element shear Iw (LENGTH) rI= .2.5 r i story shear 1184 I 11676 therefore use DESIGN CRITERIA FOR WIND ANALISYS 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 PSF P(ROOF) 13.0 16.20 P(FLOOR) 9.25 13.22 P(LOWER FL) 0 13.22 P(GARAGE) 0 13.22 KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor4250 j.1l5320 ■ Z cc W: 6 U U O. 0 : III = H w. w O. g Q co a = w Z � z O. w 0 O w W U. u_ . . z = O ~ Z ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASESHEAR: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 0:3 0.36 8 6 BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALLI WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi 38528 44716 0 hi (Plate Ht.) 18.5 9.5 0 Wi x hi 712768 424802 0 sum Hi x hi 712768 1137570 1137570 TOTAL FLOOR FORCE: Vi= 1850338 Wihi / sum Wihi 0.6266 0.3734 0.0000 Vi 7316 4360 11676 KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon Plan #2367_1997 -7 Lateral analysis wor4813.14.15320 W= 38528 # 83244 :0 IF, NO LOWER LEVEL. 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 1 11676 I# 4/10/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d 5/8" DIA. AB 46438.4907 1160.962268 10.5 = . ,:1.10.57: ALOW.Ft= 1.33 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 143.64 # /NAIL KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor*2 .1c15320 914499.8427 SEISMIC FORCE 0:5678351 #FT 731.501 1050.71 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT ..'2.31; FT O.C. # /BOLT :331, FT O.C. 11676 WIND FORCE 525 1.33 8.08 NAILS 160 # FT 132 # FT 0 # FT # FT 211 122 0 0 # FT # FT # FT # FT UPPER FLOOR MAIN FLOOR WIND GOVERNS SEISMIC GOVERNS @ 211 #FT @ 343 # FT 1 698.251 OK 4/10/00 PAGE 4 I #N /A 0 0 0 0 #N /A Inas HAD 3I 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 I 11.5 3.75 3.75 2.25 4 176 P.{1_�6 ) Mo= 5284.28 5284.28 3170.57 5636.57 MIN PLATE NAILING 8 INC O.C. Wall(DL) 300 300 180 320 0 Roof (DL) 1701 1701 882 1512 0.00 Mr= 2501.25 2501.25 796.50 2442.67 #DIV /01 T =C 742.14 742.14 1055.14 798.47 MIN PLATE NAILING N REQUIRED NA NA CS16 -30 NA 10 INC O.C. 20 7.5 0 11 0 228 w PI6 Mo= WaII(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 /0! 1528.12 #DIV /0! HTT 22 #DIV /01 CS16 -30 #DIV /0! 8.5 17.5 4.5 0 0 81 M;p1$4* Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC 0.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /01 #DIV /0! NA NA #DIV /0! #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 rZ 0 O re 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 I- z O cc u_ 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42b0341415320 d d d d SHEAR V WALL TYPE 4/10/00 PAGE 5 I 15 19 7.5 0 0 11.91mm :`4w' 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 /01 #DIV /0! NA NA #DIV /0! #DIV /01 I #N /A 0 0 0 0 #N /A =male 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 15 15.5 20.5 0 0 881 PP1ti6 ) 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 /0! #DIV /0! NA _ NA #DIV /0! I #DIV /01 I #N /A 1 0 0 0 #N /A ON/A� Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 80 0 0 0 0 0 0 0 26.67 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.LENGT Load 211 Ht. 8 H CD 2 /3DL UPPER FLOOR Load 211 Ht. 8 I~ c9 Z E2 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w I- z w U UPPER FLOOR Load 211 Ht. 8 w J w J REACTION HOLDDOW 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE b b c c KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42Ije3:4i 1$320 d d 4/10/00 PAGE 6 Z Z r 6 -J C.) 00 N 0 . CD J H U w w O. H ` O N . O H w W r- Li- O . W Z U =. O ~ Z 4 2 2 0 0 132 I RP L Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /01 #DIV /0! STHD 14 STHD 14 #DIV /01 #DIV /0I 20 8 10 0 0 381 R,113Nii Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 25887.42 32359.28 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1360 1700 0 0 1680 0 0 0 8106.67 5666.67 0.00 0.00 2222.59 2669.26 #DIV /01 #DIV /01 STHD 14 RJ _ STHD 14 RJ #DIV/01 #DIV /01 I 8.5 3.25 4.5 8 6 134 RIA. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 3699.00 5121.69 9105.23 6828.92 MIN PLATE NAILING 13 INC O.C. 552.5 765 1360 1020 900 1080 2720 200 1573.54 2767.50 10880.00 2440.00 653.99 523.15 - 221.85 731.49 STHD 14 RJ NA NA THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 cz 0o u 2 /3DL MAIN FLOOR Load Ht. 8.5 Mo= WaII(DL) o Floor,Roof(DL cc u. 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR . Load 343 Ht. 8.5 2 REACTION HOLDDOW 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW TRIB.LENGT 343 a a a WALL SEGMENTS b c b 14.5 11649.34 680 120 1066.67 2645.67 STHD 14 RJ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 3431 411,4* See beam calculations for added overturning load TRIB.LENGT a b c d b c c d d d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor425 t.1c!5320 4/10/00 PAGE 7 I 15.5 15.5 19.5 0 0 152 Vie p.�1W* Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 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 75.58 542.25 #DIV /0! #DIV /01 NA NA #DIV /01 _ #DIV /01 I #N /A 0 0 0 0 #N /A J„#NJ I Mo= Wa1I(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 1020 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 2.5 296 'ri.4 'p R Mo= 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 33 INC O.C. Wall(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 1897.44 1077.44 1792.44 2275.78 6 INC O.C. N REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ THD 14 RJ I 5 32.5 0 0 0 53 pw1=6 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 14561.67 0.00 0.00 0.00 MIN PLATE NAILING 33 INC O.C. 5525 0 0 0 0 0 0 0 59854.17 0.00 0.00 0.00 - 1393.62 #DIV /01 #DIV /0! #DIV /0I NA #DIV /0I #DIV /01 #DIV /01 FRONT TO BACK( MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 I x EE 2 /3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 tr w= 0 W 2 /3DL U REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 th 1 Z J 2 /3DL v REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 w J 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c C d KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor42b .1J5320 d d SHEAR V WALL TYPE d 4/10/00 PAGE 8 Z Z a ,W QQ 2 J 0 W' W O W j . � a = W H Z. Z F. I- O Z uj U � ON 0 W W r - • 0 1j Z O ~ Z M \KAA\ 99\ 99024 \9902405 04-10-2000 162521 Sheet FL Wakstatorr MattM ■■• I F] WM' IIMIINIMIIMI ,��: - , Kapp ler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts Date By MIS PEWIT SET • PLAN # 2367 THS DRAWING 5 @ CCPYRIGHTED AND S TI-E EXCLUETVE PROPERTY CC THE ARCHITECT 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 4.1 •,„ it M. JL •••••••■■■ =ND it it it .1■■•••16.-111111 MIND w 1■11 imm ag= L it qui 01! •••■■r"Ci ••■■•■•••••••••■••■•41.14111•••■••■■■■•■••••■•••••■•••••••■••■ VsilleV4 valeISVotA ii :laeUS 8ZSZ9L 000Z SOrZ066wZ066\66VdmiN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4 t—"I 1 I 4 Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641-5318 T ryon Concepts Date By Dewy ��, PEWIT PLAN # 2367 n s DRAWING s © *+ TED AND EXCL ten, of memo-mu NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M\KAA\99\99024\9902405 O4-io-2000 162536 Sheet UL Workstation MatIM ■■••■■••••••••••••■••••••••■••••••••■••■■••••••••■•••••••■••■ II GZIE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 14 is 4 Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, 532 igton 98007 (425) 641 *Fax (425) 64t 5318 • Tryon Concepts Date By DesaDtcn N � � SET • PLAN # 2367 mes Emma s ©coarwcrmo AND s me s ausvE PROPERTY of THE AncreEcr GZIE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 14 is FOUNDATION SHEAR WALLS IF41• YS SYMBOLS & LEGEND Q PONT LOAD FR@1 ABOVE Cy' raw LOAD mon ABOVE W LOADING 7 POOR LOAD tRAREIVE D DOYN POW LOAD TR4NERNO DON W LOADKI 00 HAFGEIR INT 9 PO LOAD M N'.VIED E ST RIMER L T V� 1C4.0 D0U4 IOW SIZE DESIGNATION U � O USED d 4 OOR 12E1041 TIOI otq — HCRIZORAL STRAP 4111 sire DESCIUTION O POICATES SEAM CALGLATION 111■ HOMED WISER _••�•• EMEM CA SHEAR LIALL TYPE OF SHEAR UTALL = WALL ABOVE 1== WALL BELCH 11 1 W.ESS O1IE•15SE NOTED, OGOEERFG 4O C LOLATIOA ARE HOT PRDNDED 54 THESE DRA INO& J pESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES L ALL SNEANUALLS SuOLIN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOWN SHADED/ 7. ANCHORAGE IS FOR 5 HEARWALLS(PANELS) ONLY, WHERE PORTIONS OP WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY SE SPACED • IS' 0011134) PER TABLE 23•I• . 3. WHERE PORTIONS CF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APP.Y. FOLLOW FIN. UDC. IREOJIREMENTS, 4. PROVIDE TWO STUDS AT ALL HOLD OOW LOCATIONS. 5. SEE MAPAFACTUIRERS IREOLIREMENTS 4O DETAILS FOR EACH TYPE CP IAOLDO)N STRAP, AND CONNECTOR FOR PROPER INSTALLATION S. ALL PLYWOOD OR GYPSUM SHEARf¢ALLS SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON SILOS. EDGES SHALL BE STAGGERED AT CENTER OP STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS 3410 SHEATHING B. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERATIVE 10 NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE.APPROVED BY THE BUILDING OFFICIAL ROOF I FLOOR SHEATHING L ROOF SHEATHING, GAS' 055* APA RATED SHEATHING (24/01 LAY LP W/ MINEUI 1/S' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION HAILNG SMALL BE Sd AT R1' oe AT PANEL EDGES AND D' oe AT INTEP:MEDIATE SUPPORT& PROVDE EDGE CLIPS • 24' O0. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR.I•O•O)Z.HZp•F 2. FLOOR SHEATHING, 3/4' COX TAG APA RATED PL.TYIOOD (4004) NAILED AND GLUED. ADHESIVE SHALL COFOR1 TO APA SPECIFICATION Alb OL PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL BE led AT i' oe AT PANEL EDGES AND 10' oe AT NTER'EDIATE SUPPORTS. ALLOWABLE DIARIRAM SHEAR•2I5II0l2.411ps/ 3. PLIVDCO SHALL BE LAID WY FACE GRAIN PERPENDICULAR TO SIPP'ORTS AND DO MAIN FLOOR SHEAR WALLS SHEAR NOTES UIESS OSE*I5E 00T03 1 104.4 UPPER FL( SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPE] SHEARWALL SCHEDULE gr i if li ii 8 gC slier •t 041>• "11111 Ol 9CCO1G e 1 Qi i ;i 7 a • Y7 ' N' CAS DE SCE c4.4 ?'6' GB OR ONE SCE [_ . . . . 0 .I .. 0 0 0 0 0 0 0 0 . I 2 F 91 54'. 4 6' 9A' • Al' 3A• • IS' N6• • 41' 9/6• • 41' 34'•4' 916• • 31' SR••14' 54' • W 94' • 1V 5/6' • D' 316' • N' t s / .41k �' 16d• U' lid • 16' Yd • 6' Sd • S• Sd • 5' Yd. 9' 114 • 4• 16d•)' LH MS rd • 4' nn Rae 5d • 3' Rd• S' 1.d .TM 6)d • 15' Sd • 6' Rd • 3' Sd . 5' Rd •3' Rd ••• 16d 4 I' /I1 RO.S 16d • 4' STAGGERED n1 RO0.4 sTAGGERED 1W• 9' 7 2 272 22 2 2 I s gsx R I s G1.1 V3' 544 no 6043 G3.4 OR 5/6' CAB no NOES d b� 3d� Fl•64 PI.6 P.4 VS o$a n.3 � O'E $03 1540 OE 3• S1UD3 PANEL EDGE_ A4 — USE 3. SILOS V16• o3a TTO SDES P1.4 314G0E4 WE4THNG ,0313 WV SI=D) • PAAEL EDGES P3.3 tETENFLAYER .141.1 HM67SOAIED, SCRS P tr.0 PIPPYPT? 113 card, MBOLS & LEGEND PORT LOAD FROM AEA PORT LOAD FROM 440 POST LOAD TRAM/00 PORT LOAD TRARIFERNO DOA WA LOADIN6 HAAGER PdNT LOAD TRMaPER WLD OOTI 44114 611E DESICALATCN VTR/CAL 6111AP uTU S *O 4E USED CH FLOOR CELOL .OR1Z00 AL STRAP UN SHE DESIGNATION roOATES BEAM CALOL..4TION NoEXED ?AMER EXTENT O &ENE WALL T1T•E CF WEAVE WALL WALL 440.E T--=T WALL BELOW E66 OTIEIIWSE NOTED, O0SL!RLG 4Nm TID A ARE NOT TAOVIDED N 71E6E DRAIIFVf5 J pESICA CRITERIA L 634 CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTEg I. ALL S. .6 54 ON THE FLOOR ( ARE FOR WALLS ON THAT (TYPICALLY !HON L 2. ANCWRAGe FOR SHEAR IALLS(PA LY WERE PORTICKS OF WALLS ARE NOT DESIGNATED I SHEAR PANEL( MAY BE SPACED • I6' ) PER TABLE 3. WERE PORTICNS CF WALLS ARE NOT DESIGNATED AS NEAR PANELS IF/EN SHEAR DETAILS DO NOT APPLY. FOLLOW MX USG. RE411F>£MENT6. A. PROVIDE STUDS AT ALL HOLD 00UN LOCATICHS. 31. SEE 1' JRERS REC2IIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOLN. STRAP, AND COMECTOR FOR PROPER INSTALLATION. 6. ALL PLY11000 CR GYPSUM SHEAR:WALLS 54LALL BE APPLIED HORICNTALLY OR VERTICALLY ON STUDS. DGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 7, p0 NOT OVERDRIVE NAILS P4TO SHEATHING. & STAPLES OR SCRUB ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRZE•APPRaRD BY THE BUILDING OFFICIAL poop a FLOOR SHEATHING L ROOF SHEATHING. '1Ai' OSB APA RATED SHEATHIG (24/0) LAY LP W/ P1NP'U1 US' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILNG SHALL BE Sd AT 6' oe AT PANEL EDGES AND D• oe AT INTERMEDIATE SUPPORT& PROVIDE EDGE CLIPS • 14'04 • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM 5HEAR.ISO4.052.14p.t 2. FLOOR SHEATHING, 3/4' COX TIC. APA RATED PL114000 (4504) NAILED AND GLUED. ADHESIVE SMALL COHFOFd•1 TO APA SPECIFICATION AEG 0L PROVIDE TACT EDGES AT LONG PANEL EDGES. NAILING SMALL BE 10d AT S' Oe AT PANEL EDGES AND IB' oe AT NTERIEDIAIE SUPPORTS. ALLOWABLE OIAPHRAM S11EAR•215.042.111p.P 3, PLYWOOD SHALL WE LAID W/ FACE GRAIN PERPEINDK2AAR TO SUPPORTS AND END I IN FLOOR SHEAR WALLS SHEAR NOTES JNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 33316 A/EIRME UPPER FLOOR SHEAR WALLS 04 'A (D rn� 4.• 0 Li 0 c CID a TILE ,OS NI: NONG6 1997 U BC SHEET S3 Z L J U 0 0, U) 0 . W w. J CO u- W u- ? a. � Z I W M U 0. 0 I- w w W z = 0 Z NOTES: , . id. , ..4ydrott. f (a' ti Ri Mity ( I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3.555 PIPE IS 6' SDR 35 ON A b% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE NOUSE 4.: • .1 11.111 _14 - -- - -�1k N 111 NC, SIDEWA�- b eFRUIT E STORM ' RAIN STUB O T IE= 213.00' TYPE K COPPER W TEST TEE SANITARY SEWER STUB OUT IE 79 ?JD'' SETBACK 29.0' 4' SIDE SEWER MI AND 10'• MIN AWAY FROM DRIVEWAY HOU BE ilk MEW N I CLEARING LIMITS TO BE hb" TO PROPERTY LINE „ 18" LT OAR These plans have been reviewed by the POND Works Department for conformance with current City standards. Acceptance is subject to errors and prize violations of ... Th �onsibility rests • pith the or rev. - ) these void t. :ptance revir - ' omissions which do adopted standards ar for the adequacy of designer Additions, drawing= this and will - z,uire a for sub. .`.. Final acceptance is subject to field hispection by the Public Works utilities Inspector. Date: � . oa By LEFT STORM DRAIN WATER SUPPLY STUB OUT 3/4' METER IE413.00' WATER LINE TO HOUSE I FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #19990726001910 z I- Z . re W D Jo 07 0. LU J = CO U. w o g a = a I-- _ z �.. 1— o Z 1- w W o o I- W I - ..z W o O~ z NOTES : twri.cid o A 4041 & 1 Alptivir I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -I2 TESTABLE 3.555 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 IS FOGTITE h 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 5. SITE WILL BE PERMANENTLY NG S MULCH BY BY OWNER : BY COMPL TION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1598 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. Dzirn -1zo RECEIVED CITY OF TUKWILA PERMIT CENTER 1 lalb n C1• E _- -►�11, ;. ..111 • NC, SIDEW E, UIT b gta r- - 18 "ALD�' MAl FL o 215.5' 10' R PLAA 2340 6 "FRUIT GARAGE 214' • \• • BA i i S. e N 0 41S2M350d=° S STORM ' RAIN STUB 0 T IE= 213.00' TYPE K COPPER W TEST TEE SANITARY SEWER ___STUB OUT I E =1999?10T SETBACK 2S•0' 4' SIDE SEWER MIN AND 10'•0' MIN AWAY FROM DRIVEWAY CLEARING LIMITS TO BE TO PROPERTY LINE 8 „ EXISTING TOPOGRAPHY PROPOSED TOPOGRAPHY INDICATES, AREA TO BE DISTURBED APPRX. 139' YARDS OF EXCAVATION TO BE RELOCATED IN REAR OF LOT INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTE ltN X SITE PLAN FOR LOT 6 SCALE : SUBDIVISION : gsps * Cr *1 N`) ST OM (TI-1 HOU E O BE \-6 UNCTION) 5 464.1 LT GAR N87°453” STREET ADDRESS : LOT AREA • - '9A OUNER PLAN I: • TRYON PLAN CON CONCEPTS ADDRESS - 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 TAX ' • - LEGAL DESCRIPTION : - LEFT SETBACKS FRONT • 20' REAR • 10' SIDE • 5' SIDE • 5' STORM DRAIN FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING 019990726001910 WATER SUPPLY STUB OUT 3/4' METER 1E■213.00' WATER LINE TO HOUSE "MAPLE ThRIVE*AY SECTION 4' EX?. A00. CONC. DRIVEWAY 2S RIDE PE r 1H' CRUSHED ROCK JOB I. LOT6b PLAT FILE ": 99112.02 DATE: 08 -0I -99 SRU REVISED DATE: I1 -03 -99 MJM Kapp ler Architects, P.S. 13400 Northup Way. #33 Bellevue, Wa. 98005 tel 425 -841 -5320 fax 425- 841 -5318 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99024 \ \PLAN2367.WS Site: Homeowner: Builder: Analyst: NMS Jurisdiction: Utility: o House Type: Single Family oc'c %1Y Floor Area: 2367 ft2 Weather Data: Seattle, WA 40 R; Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration 'PROPOSED DESIGN COMPONENTS Component Description REFERENCE 401 4.41 Floor R19 vented Joist 16oc Glazing @12% * * ** 2g1 vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls HOUSE ID: TRYON CONCEPTS #2367 PROPOSED 372 Btu /hr -F 4.57 kWh /ft2 -yr Reference Value X U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 ACH -0.350 Reference UA 400.8 Value U -0.041 U -0.049 U -0.390 U -0.082 U -0.036 ACH -0.350 M- 3.000 04/11/80 Area = UA 1702 49.4 355.0 142.0 55.6 15.7 2430 140.9 1702 52.8 20908ft3( 133.9) X Area = UA Proposed UA 371.7 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 1702 69.8 285.2 14.0 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) 2367 7101 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 04/11/80 FILE: K: \ \KAA \ \99\ \99024 \ \PLAN2367.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): 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: GLAZING ORIENTATION PROPOSED South ft2 Southeast : East ' Northeast : Eff S Glz: 2.4% PROPOSED Electric: Zoned 100 % 100 % 0.60 26456 Btu /hr 26456 Btu /hr 11.5 kW (150 %) 15700 kWh $ 864 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded HOUSE ID: TRYON CONCEPTS #2367 PROPOSED North 285.2ft2 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 WINDOW TOTALS ROOM NAME I WID (IN S , AREA (N EET) (IN SQUARE FEET) I (OW MANY) TOTAL I (IN SQUARE F ET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 6.00 5.50 33.00 1.00 33.00 ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 3.92 13.71 1.00 13.71 NOOK 6.00 6.67 40.00 1.00 40.00 FAMILY 8.00 5.00 40.00_ 1.00 40.00 TOTAL MAIN _ _ 159.71 UPPER FLOOR M. BEDROOM 3.00 4.00 12.00 1.00 12.00 M. BEDROOM 3.00 4.50 13.50 1.00 13.50 M. BATH 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 4.00 4.00 16.00 1.00 16.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 7.00 4.00 28.00 1.00 _ 28.00 TOTAL UPPER 125.50 SUMMARY TOTAL GLAZING SQ. FT. 285.21 TOTAL HOUSE SQ. FT. 2,367.00 Glazing % 12.0% „Kappler Associate - Architects JOB NAME: JOB NUMBER Copyright 1994 TRYON CONSTRUCTION PLAN #2367 99024.10 DATE: BY: 7/21/99 NMS 4/11/00 S- �i'-•.! ,... ., ,.;., > ^-. = !!ttffNSlfl!.w .'f+tn PSA S !" 'R; 'leq;w,n:M°=.e�tr?I 't.:arrt!h'=9Pxr.:aMniTryytor h�+CS+nrxn,AVr5Yt:h Yo �rvmSlvtlorsrm ;*.tvntl _ 1:Irs. 4 oC GLAZING.xls z 1.1 6 0 co W H w° g Q to D 'f z � O z W W U O ff' D I- WW H r - 11. O .z U = . 0 z May 23, 2000 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -120 The Junction — Lot 6 5619 South 150th Street Dear Mr. Tryon: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time, the Building Division, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director xc: File No. D2000 -120 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r r : _=muttnutgfsatvr -_ ,r*. - - --- v�CnYN^ wit + r---rrmf.wr--.v. , m orzwritmlnytmwm t 't7 z w ce 6 v . O 0 co o w w = • u W O . g Q . • v F- Z F. 1- O Z1— w C.) 0— O 1— w 1— -. L I O 0 -; I= O z ACTIVITY NUMBER: D2000 -120 PROJECT NAME: THE JUNCTION - LOT 6 SITE ADDRESS: 5619 S 150 ST DATE: 4 -26 -2000 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B ildi g Division 21 Mo =-15.0 Public Works L M QWU s •tc-aU DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: dal GAY - 23 �1 CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: MKaamt.ntx fart �Lki.'�Q'�Stk%^.'"tr`fnr. Atc+WCr »NHM�f� mw +r�n4. r/1 Fire Prevention tl€Ut'tia 5 3 Structural Approved with Conditions Approved with Conditions PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Planning Division ,4p 5-22.-00 Permit Coordinator DUE DATE: 4-27 -2000 Incomplete n Not Applicable DUE DATE 5- 25-2000 Not Approved (attach comments) DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -120 PROJECT NAME: THE JUNCTION - LOT 6 SITE ADDRESS: 5619 S 150 ST DATE: 5 -25 -2000 OriginakPlan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete '� Incomplete TUES /THURS ROUTING: Please Route v1titOUI .noc VP' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Alp (o' l'el Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 5-30-2000 Not Applicable ❑ Comments: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 6-27 -2000 Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Revision No.. Date Received Staff Initials Date Issued Staff . Initials ' '**Staff Initials -1 - - 00 << I , . 6 — r--CO Received By: - Received By: � Summary of Revision: 4,Irmaiyar r r • ov • . eb`l- a Revision No. Date Received Staff Initials Date Issued Staff . Initials 1 1 Summary of Revision: Summary of Revision: Received By: - Revision No. • ' Date Received Staff initials Date Issued' Staff Initials 1 Staff Initials Summary of Revision: Received By: Revision No. Date Received . ! I Staff Initials Date Issued Staff Initials Received By: - Summary of Revision: Received By: • Revision 1 Date No. Received Staff Initials I Date Issued Staff Initials I I 1 Summary of Revision: Received By: - PROJECT NAME: kit J'.. j 1.,0 tv Site Address: S(!9 S l S`U S+ - -- Original Issue Date: -( REVISION LOG PERM) f 3:.:)0 . 12.0 Received By: -]per c • (please print) (please print) (please print) (please print) please print) m 7 �.K.�d��'�' tv 'Y'`� F. u.R,i��'��s,.tf. '::1xfrn•.:i�, :4.6,..44 � },'..:..,2h4.iy 4aa;:r S MI TT � J" m5°. F.. fdi�L.,: FiX�dL n , .04= i4�;°s�- A�L'.�Nilf4Sfi."IY, �L:fv rya $ ff , .1 } r , RF , ..I;Q ��;g'nn Finf l.. ? Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. zt9 - � D2000 -120 Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 of jtt ❑ Revision # after Permit is Issued 2 o Pet*AIT cePISER Project Name: THE JUNCTION — LOT 6 Project Address: 5619 South 150 Street Contact Person: Don Tryon Phone Number: 42e2 2 5 5 G S l� Summary of Revision: Awak 2 Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5 -00 SAM RECEIVED CITY OF TUKWILA PERMIT CENTER 05/23/00 z w Y C J V 00 cn w = J ~ N W Q W z �.. ; Z O O tu n oN c = W. U LL H — Z ui U 0' z Rc dential Sewer Use Certifi :ion DZCZ° (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name 1 Qon) CCHCe/ 44e- (Last, First, Middle Initial) Property Tax I.D. Number 377130- A0d 0 Property Legal Address: Subdivision Name TV crr-Subdiv. # Lot # D Block # Building Name (il applicable) Property Street Address - Sr /S 5 f City, State, Zip l t L2 t (g. 4'G Owner's Mailing Address 0OX ( 4 (If different from above) (� n ew " / T� k 14.)4 9gos 7 a Owner's Phone Number (({ZS )) ZZ- F - 7Z 3 z Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District k) KL.c.) r ( 4 Date of Connection Side Sewer Permit # Demolition of pre- existing building? E Yes R'No Demolition Permit # Residential Customer Please check appropriate box: Equivalent (RCE) f -Single-family 1.0 ❑ Duplex (0.8 RCE per unit) O 3 -Plex (0.8 RCE per unit) C� 4 -Plex (0.8 RCE per unit) LI 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative AYn9C';�'{tsfi x 0.64 = x 1.0 = 1.6 2.4 3.2 For King County use: � Date '!' o Print Name of Owner /Representative T 'I 1057 (Rev. 2 /00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer L; ctkc�atr ,•,t,."n,'.taH�!'Yr.+treC�^:'! pry' x 5': n,' �Y Sf3S `��e;., ^K;u -r. .. . , .. �, �x., q, �; r. �u; rre+ a): �m�: eE- ^nSga7;c'"r,�,s:F�r:aw^�:r�:; s;.th;'�p7,,ant RECENED C1TY OF TUKWtLA APR .2 6 2000 pemAfT r,ENt'tc i For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. nup' t?t rN'�,'D"L'2!ffr z ~W re 43 00 W1- (0 u- w I w Z = t•- H O Z H uj w 0 0 ON 0 t— ill U. O . ..z w i O H z Feb-24-00 09:09A Laker Development •1 I)OO )(Pt?) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 TRYONCL013DH 02/01/2001 EFFECTIVE DATE 03/08/1999 TRYON CONCEPTS LLC PO BOX 146 RENTON WA 98057 DMIellAIWOVO40:11111L1114 425 - 78 7232 P.01 z 1L1 0 0 coo COLL.! Liii -11- CO u_ uj 2 g :3 < D a ZI- ui CI 0 (1) 0 c :•••' 11. • Z 0 1-- z Side Elevation Rear Elevation Side Elevation C) Gorman UNP.MUMID WOE KA PLER ASSO041iB ARGfIECTS Tryon Concepts PLAN # 2367 Bonus 14'10'x13'0' ci Upper Floor Plan '1 ^m , • SQUARE FOOTAGE MAIN FLOOR 1205 SF UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 220 SF SQUARE FOOTAGE 19 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPA,F9 AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. I '2f) 40'-OA Hall Dining 13'6'xl2 Living 13'6'x12' , Entry hovered 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 El. MAIN ELECTRICAL E2. UPPER ELECTRICAL DL STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE pIsls 3 al:o, +i ora,nar, tractor' ... y or appr, , Dat /�L' c j Gate n,, ^ , -� Permit No...2Qc�J= 0 _SPAR 1,; PI E "il REQUIRED Fr,r;rii: IVIECF;ANII.;AL. IDLUMBINC Ff GAS PIPING ' CITE OF I UKWILA BUILDING DIVISION r' Of CC. ,r,cknr,wieclgal i , _.V 4Jil.J1W� J i,\NLIES SHALL BE MAnN 1 SCOPE OF WORK WITHOUT PRIG ir I"OVAL OF TUKWILA BUILDING DIV1; I I Fr,vouris wu ALCM. A NEW PLAN FP .. I Iry LN ilthWlU.. I m V C) 0 U O SHEET en N 4k TTCE Le NO 9902406 COVER SHEET 1 G@ERAL REOLE E181TB 01000 (1iFR41 I. ails se e... has been prepared ...ism out. fan folbwvg Ua standards sal by tan Constar.. Birdies had. 02912 It 0 fa the convedance ate raaa /Nvr. , iris ouUM ls lwteNed b colt with a material selection 1St fdbwi g Un 0281) 1/ fond. Not all Itedm are necessarily required to cotpbte ub deaf. doled Coordhate mfr CcWractored. for cospbte Ibthg of opeaflcetbro. UAMn save cover... I! ...thee 'COadnab wN nabale I. selection edndrlei 2 TMeo dmrge are copglgkM K PPLER ARCHITECTS, PS. relalre all eeraHp are copyright d f� W. design meter Uhe fsdral copyist* act Reproduction d Illt or • work. homage n ay form b lay autwlratlam of ...ER PL.ER ARCHITECTS P.S. only 3. Adurixed reprod talon must bear the name of KAPPLER ARL7411ECT8, PS. '.4. Co w... ordg edgings by thaw vary ...are aagasea. and do not pwpwt b . ahw all ch.. a ccedltlone of ca nb K w a. dad. gemraly to the - rote.teraVdtend.' enlae ntem and b co..... tl deidll g alto. tfaae' daahge. As elrlficabob, anm�t.reppreation, end rrev.bn aro All pan a afro arena. process. damages s a rem ECT8. PG. tar .pat aha not be trudl fa r 7 drmcl, amdewcL a '4"..4""" d.mage eM a rswn or no p.iopalag n to o vuc. m p aceM. 5. Do not vary or modify to uark •hpsn, except lath a'Ittal Inductkn how KAPRER ARCHITECTS. Report dlserepa o.s, and mbafon to KAPPLER AFK4rTECT5, PS. dadwtey 6. Due to the nave of condiuctl b the build eg proosee thane .111 be biddr..g m and Contractor fa. select. of r the bWldag rrodfcb aoa . nd , a ea...4 The set or sak .slag• 1• candor. a Uul vet' and does . mot bd speciMatime or bWltlmg latr.. Ibl Dad. It Is the Cwaractor.ner reeporoblllty to provide aatl edadmb aprectftcatl«a, readdade Prodel .eleeU. era esr a ap= a e KAPPLER ARCHITTECTS, PS. asames no ilebllity a reepwablSly fa deaxpenGee cadlkAe rids ouxr wGh C C ala rdc ua/drar ep.elfld mule and err respect. a.lat KAPRER t_ T6, Pb. esadlee ro I.MUIy a rospo fa ry Ism dad my be called out a referred to by aanufactur M brand saes. I celled anal aro dons so f a convenience only sea. dame tre�Ine fa alt. ..elan. Verify all...ioes and dol.' beforo cos'sr calk and lea Idle fa Usk .oracy and report dlaaapamc 8. The Contractor. r le rsparlbie tor coordhalag oaks. that of all trades to sere proper and ad 9 nv of an trade marks. . i Contractor dell be responsible for all req.. coley precaadw ardp eo do the mark ` Except as ...neatly dolled dhow. Veerpre at. fa an daatraw, abbrevbUOn, and deplane.' defletlaa shall follow accepted rafranced •tadwds. I@. Ail cot lathn Iwo ecrOaa shell r!¢e.an that or Lars, standards for de reepexxive rodeo N tin bcelbn a.ch to proJeet Is bWIL • 1011121 rtb^ AECL A55ILESX Efal Er Na L Provide crawl apace acceea, mnlnm .' x 24' unbaxvded ac rs per UBC. 23113 bwu.te end weethr-atrip per rrgy req rearms Ala. 6' Mow apace under wood Jon. rd R eesel space under mood Orders. : ' 2. Provide attic av ...m 27' x36' with 30' ma. Medrace at ...led readu, acceaable opening per Mt. sad. 23051 Inula. ere woos -strop pr energy • aacgrmrt 3. Pros. var.. per UBG a folio»: A) Creel spa. vs... arbor IaL one don be not lase than I sf. per 60 sr under Mar area. Cpenbrg• Jam W razed es Go.. Un corners a• oat.. and deli • provde cross ventilation a at bast two approxima.ly oppose.. Melee pre sect. 23113. B) At. ventilati. mn. net area doll be not lase tan I O. per NS of. of aloe err a 1 et pan air d of atUe area If N b n the soffit and I/2'. a at lean 3' above • the pol1ate IM per 1184 sect bn 6053 and energy re•44ree.ts. dodo, awls, divmeye, and patio. assay ha. building. Mown I/O pa foot. 5. Garage/Ho. occupancy ...rat.: Ocopancy separation from garage to hp...al be of Re roe.. ROreWd. rid . on tab genies *Ids ...I from wd•lall to roof rFrathing. The rd Job., man, soma aM beta supporting .amore above man be cured Wan 5/6' type k'!ap Wan a Ilvag area Is above tar g.raga Use 2 layers or W' bye Sc GEO et trona ad TJI's per UDC, 3074 aid.. 1 -5 . B) Poor bsmas garage and home Jail be tight rung, self- cbamg solid mood door I are' thick per UBC. fadbn 3074(3). 6. 54111 assembly lhahoon 6'•0' nnbum, width 3' -0' mrar par UBL section 1006b. B) At pr.te stn tread 9' muse., nor 0 mxhoe All otter stars tread n' missal. riser T mxbr pr UBC. 0063 C) nods Top, handrail U m s Jail be 34' aze std 38' a .ban ter War eeod p and dawn not lose I l!' a more 3 IT few IM mall a. with rerun ch at ea ed pa 'UIS mecum 0069. D) hdall fire bladexj at top erd'' of stringer et,. and mall along 4.. r 1.154, 1.154, section 10811 - , E) Cover usable spare odor eta, with 5/5' egad x W GWB. .. 7. Lardy C.. I dawaltr fts Sha • provide type Se GOB or 26 gags JaM metal lair lack Jorrte m all opmnge to eh. .ces call be .elf closing bola care dace 12/11' e. Prstoppeg - as per U54.2516. 8wdval deter oiler.: These notes are provided for convenience only and do not Imply Wt corpbte etmotaal aalyab has bee, dame m 1/is •WCwra A) Truss Loading . Load Top dud INS bed: 75 psi Tor ooze '119'4' 2 p2I If ails/ (CT,4. LOAD IIV. S +e1 TOTAL OAD 42 pal E: Rod 1111,1 bad: 75 pat G Fi_a INe bad 40 pea D) Star .old corridor Inn bed: 109 p& E) reedarr:41 w.: multaa T nrovded by vau.ctrer F) 2w,d: 80 tph exposre B, F5.8 abued Gs EarUt-{taks. ewe 3 N) Allowable soil prods- Ur. a rolls repot by a qu sneeze b provided e1 foot. and t24( o n doll lea on aesmaad 1f860 pal baerbmg eop.ity J) Egad. f.d pr.. 35 psi 10 Pram Freda,. and mom ra K Bose Appear. AI ) Solid nd rued Wong applaces IncNde stoves, Ivepb. am eeovs, ro healrsalrePa. stoves, Facto, bulk Mapleoe., and Me,. ewe., and all da9 comply oath Us provbion d 5wdbn 3041 -3044(. UMG B) Metal amre s .11. anobsed above the stay n slur uM appear. Wrvrd Is beatmd in ml14 avag as has fir rem rWMg, and with a apace at all adze balfr. doom, ed encbeag malls swfltcMa . =rt. end repair fce Wkee IWNa.11 be WtpW el darm r e th f pa gaeags . U114,147 -SHd. CJ frmta1b121ng UBC. bM .821 se D) Wall al ace Wth and Strands ads pr mntacteren E) Refebrld.d llaplacs, d'he'a'9s ad rear. melts . bear or Ke0 earl of . ev e and be .a e ast front of en F) 1hs h fsqurm.tw ea Jan ed. .met � . front d and e' to each side of yr h.ce openhg awn sire opaWg b 211 W than 6 of If Ur ape ag?s 6 cf. or largo. U.r earth Jell at. 30' n RoM std r' to sr al. per UBC. 31021- @61 t t gam I enxn�- / 3nwe 1 T gsemia° ... IL A7 F hassa " fTrepplaces Wvu be d»terad eM contracted to comply wash UBL. sactbn 30 8/ .litre J lemMtbn: dare, must extend a ..es d.9.0 above any Poem of ...ding snlWn to' - f tM darn ey C'Is 9 to have ...reed sard-ealmt rota cap. sloped to dad Gtr, or meant' slay a Concrete cap with cad on. perg to eMtl mta Pargng to W Wt /4' tad. s t d nasoty, stoma a caeral• cap Ie ue Kl, a.ry Is to bs t Mo cod with err ■Z 3 lore bad beam es atom Prov do VJ' may eaeem bpaak demo at aka terra.. tp yoek 4) Chad Dl Fbslwtg f Wh ad covarfbsh with met 26 ga. galvanized shret metal a equivalent ltyyaaa. E) Anchorage - A4dwage 0.11 wwm m ta ll ceilings (U2 to exterior orals M more than 6•-0' above grade, taxer sty to bmakg, a. . to bs (z13/16 x 1' .teed straps cast et leak R' Mo the daces, with . ES degree bed e. a 6• r 1• > 4( oa ro d the vertical Maelng lams on db outerouter.. d ta drr r oy ea h strap fa b loo elated to the structural framed of Ur building with (7) IR' bons pa staid Ware Joists are parallel to the chant' strap. are b' be added to 2x2 croset. con .g a least 4 Jab. and seared lath (7).c1 nib each pl. type. F) Clearer. Provide r c.a. between meaty Fireplace a claw and az6nwms haehg Wen on exterlor mu fla .n inn f>4 b gr.., Provide 2' .trace burr ne mammy fireplace or darns, hem ealble hweag ern esrey tutor tee Wldrg stn.. Caddell. nalelnl .11 be nor 6' clear from lloplace oinsdn9. No seer eater. within U' of the op.gg man.Jed own tan V8' fa each r a deararoe Rm the openly. Provide Viral mood ftreetoppe 3 at all aeparallaro tierce: C.O. and woodhaeng. 1011 header to be met 21' above fireplace opening for fireplace bWb 0.10 war tar win lwease Freer teed* 6' For every 4' of Geary proJepum Into IM races 5rume Clamber - Sao. dad. to IM constructed of clay products, with nwam WdarM• an folios: ladle wall - 6', ode walls • 8', fro. wall • 8'. N) Damper • Dapr to be tted Mt., operable el. a ready woes.. nasal or an approved nut .. c0Wrot Darlper fully opMad mall have her area equal to or greater IM res.. 1.1. flue •axe. U Ycoldat.e Iaad. typical J) .rah and Exbnim - Hearth to be ...hone ,noels, or otter approved non-co.... M4(. 0> 4,4 b , a re- nforced to wry It oval :1T and h¢aer! bar Nee rth sat extend nine 6 q >. o > as fo2o >40> n @ :1T to 559.9 Como, n lint 8' meth oleo.. Gang la d R. a n 6 o 7@' e: M lama: U 9 eack sea Cox March end ext.. to lea a Laced mod a d e • deported by each way. M g• eta Mgr. • 7 s a.pro -cee eaaele to M ad r wing a p t le noted above ova gracy . to be d ' dn9a 4' rsa le from adjacent prags to fled hasag a roeove grade NearUd b b btlgimWmb. ha. acgacemfkw4g.strbt FYefbox U f Cor 4 - prav Ar aee 4 0> >4 saran a cod... 44 4 4( e4. >4 6 It mat dart elm: wUl opera. defer. out. to bebeat. lade ire firebox n. front M) fwda>40 1. Foundation awes sr, e• Sick 7. Footing to be vat Rr. thick and ext.d 6' bsyad Rrepla. nails, rotatorced with 4 ban et Woo. each way and beaming on Mu sndlstWaable ed1 3. Cplce rooting bars to vortical dsmay ro•044 r4 per daps. H and 31, UBC. 01950 Re ATORT REfiMREPENTS 1 All 2 comsaudl shall conform b Ua 1.1 saran Building Code (1129.4..) and les n accordance of. all Sub Law and Ragg d . and yr out dadea Imposed by 02 4io 4 requirements and local ahorit 2. 2. Marge Imp .. tat rand., due to.Jr1.1.d al requreamle. 1 Provide Taro , Facilities - nctrdag abctria 4 eater, taparny' 'Plat per Jmrlsdwaal readrs . 2. Provide C04442>4 0dmro4'- 2clabg eroebn sedhar4 and solace Gtr 004rol and mrepn.l dreg construct. per Jubdbten1 requirements. p p DM2404 410. 2 0TE WORK Pan L R4•41 gaaag 4• baba F ll g nwt gradag mn.se of aw.e specified 3 E .v .42olltin o.acting fee Suet rem es reeled. 4. Exam/al. badfl2844 ad corp.ting To pavement as needed. 5. Nad49 and dapee.. of med.. mtenal as seeded .porting of mad.l as needed 1. Rock removal as rode. 07500 MIC AFD 51MEALIG Pan 7 - Product I oak rm4 and parking pavtn, A Asphalt 7', dams B, ova 3 en.. rock or 2' ATB. B. Or.. rock 518' Gas C Concrete per Dr.. 3 1 Fn. and .tor: Caoroh ate with mato. Mah sesectim edadula 1. We Pavers. L Coordmb Wth g: na Td2h select.! 342 3. Pavans* %de 1. Coot... Nth 80 40 trlan fmlah sslectbn sc 80heet. Part 2 • Product 1 Sabeanage ayetr8. A rwdatim drainage. At ADS parlor.. plea..rgfd. 2. Bone serge .yeas. A Exlaaor .ldaslro, grata, and has*: L Coordinate .h materials .1. selector edrdWn L Coordinate with mfrsis frail sek.tion ednadu. G. Dram.. 4• ADS non- pefaald Ug* lire. 3. 9an141 ...age am A. Swags ode .on lam S' 1/4 mnleu .st tam b nob. B. Septic 49282.. Pr drawees of bade dam Par+ 3 - EeoA. 1 5bh0109.420. 4. Sops to tram and award n wen drab material per detain. Part 2 - Prod. I. brlgat. eyes: Bddr ester L Goa.. with na.r1A. fn. eebclion who. 2 f's 1 andga .•: l 4oada14b .ith nalrlale Men selecUam .dad.. 01560 8500✓ tta Pan 2- Produce Beer Design END DIVISION 7 Plvh. 3 CONCRETE Pen 3 - Exeatlm 1 Pones. and braprg for ...dal easl•n plea. cowrie .11 be by wbeantraetor and nest the rsqutrrad2 of the caseg• end 04809 g ado.. • 7. AI:Soea.NanGpla.d n such isomer . b zoos ceW-w pat caromsts bW • place. nub.. end to albs etmodal support members to sit bet. that fro.. lee ar anus c as gin ccaarrsr= Pant - Produce I. Ra nrcrceg s teel Deformed bar size. and location per plan ad death. Gar 40, Ft'' •4 480 7. ors rabri. at boalloro per plan and details: 686, W4.1.8, Pan 3 Execution L A dram lap for an bars alert be 4-6• or 30 dle.ete s, 2 4(4 Is large. Provide b G . corer bas mat. h. . relnfereasnad. Medd coverage per dfbim and I BC aorta 14 43250 cam FM Arr7F6018F5 Pan 1 - Product 1 pdsr bolt: yr 2 iv unlace ot'awi' noted on drawings 1: Exp.. old contract. Jon.: In' asphalt dame. ed felt an locoed per dredge and oda.. Part 9 - Eawlloh L AndYr bolt at 5-0' wit 04 IT hoe carter aM ,plat max Moe.. nd 1 2 bolts per piece of mood. 03 Y N ors isYSS(E Pat 2 - Frocks 1 Slrvctvdl canoe. 5 sack lax FF. • 2 914 pal at 28 days. 2 nic: ....ch. co for r¢os. aggregate fwsh leashed). 5 seek mfr FC • 2.500 pal at 78 days, ash are rand eggogate. 3. Ada:are: A All coracle eiell have Gtr redwcng adm.res for footings B. Air sr...w.l shall lea 5.. n all concrete to seeder G Coding agar *: I. COeeQhab oath mtrla... selection Wdrduule. Part 3 - Execution DM.. MASCNRY PRIRDR Part1 -Peck. L Type 5' aorta 61. Integral awterpro124 .gem Pen3 -Exec.. 04 8@ r t EESIM Y APrs50.nRIE P.1 - Pr0duet L M.. end Tree 1 wide 12 gage conga... strip, non- corrosh a 2. 'Joint 4JOrcenont •tand4d ladder type 3 gage mfrs I -VI' has than mall Uidades.. Prt3- Eroded. I. Per MC Clap. 21 64700 WT MA50 12. Part 2 - Raeict A Exterior locatl.. res.mfg: Coed a..h •trlah finch aeleclbn xhad.le. B. haler keattcns: rlamenag: L Coo W W ealr.le talon ode.. schedule C . Pavrvp.r tars: naeeearg: Coardrmts with maw.. Meh aelsolon 2. Connate moony rata: grade N -I a'rl maze othasl.a rdi.ted slue A S pec.l mks 1 Coordinate Wth metals. finish selection schedule. 3. C.. woozy emits lg. block, A Exterior location: name. : L Coor b oot with mtaa. M eh B. Interior bcaUOn. laroarg. I. Coadha4 W1h mlrbn Mleh eslecllon soh.. Part 3 EX... l and Veear A ...new shall be deported m fodrg, 0 .2 eadd > a other moccn m- bu 8pporte. It shat have 6a felt dog tad tabs at I per 2 et of Provider I tantrum t ar b.. b.. apace b Isar , dJ end , and bang, approved flashing 040 g at bass or veer, and 3/0 road 484 ..• et 32' oc. at Ua bass of veer abrdl the Rom e air pace to Un exterior. Vas Wall deport no bed othr than I. oars sage and W vetl.l dead lead of veer Jaova B. Per UBC Claptr 21 2. Coasts mason sit Mlle A Caw.. .nary unit walla deli be corame ed 00 o.. to ANN 090. It Sall be bid 1p, redo... and adored as shoal m tra2elga. 04400 STOW Para 1 - Product I. As et001 O dewing. A Extrtor boat.. nanea(g: L Coandhate with me.a. Mlah awiectian xhadile. Caadab oath mlr.b iNXeh Webdl. edadJe Pak3 Ed.. I. Slane Veneer: A. See Bid Veneer . END DM510N4 DIV51CN 5 MEALS Proddt I. Boles. e.2 Wow and nh., pr c4g2, a as ' ' for 0*00 ed 4(04(0212. 0%00 METAL EMSKAML Part 2 - PrOdxl 1 Harddain and guardel.e Rands in sae and b.Uon s W. per dug. END D1V151CN 5 Divaiaare 0440 .4hD PLA3T. 06ar9 RD911.1 CARPENTRY Pan 2 - Product 1 Framing Luba: Framing Wbr Jan be nand In mKormroeullh to WCLB. sleder4 gsdrg ode to test comet lowaa ro. 16, later edaL All Kiln al. nth.. /35. A .Boar ofd ra tarin ( 1x6 aM la 44se a lll bstr. B Bar •M •14442: (4x'rd edger) Doug-. or betty G Post and teals: Per ti D. ...Oates, o i mbe. data.. Lam -RrDag y sle.derd E. TA's and Moroi. s: r . F. Gte .maled Ua r, 8 aas spa 74F VS DRI BILN '.. 2. Coda.. or ear llovr: 24F V9 DFIDF a All otter kabsr: 14en . Standard or bMlr r ! =L: r bo19) A graded CAL BUILDG MAIALS• In PICAL EUILING MRIALS L bgs . n.: APA gaded A. ...ant L Floss. 5/8' NOM 2. strem vat's 04' MOM. divlafm 9 3. Cabinet Kea.. 3/4' fl1010 rN2j)o 3. True. A Prefab 4 4 ats core.. pl wood roof amore Jail be designed and stared l J the nasaaenrr In ea... Wh Ua '.edge ...Wt. for .al plate eons.. wood truees' Da a> daebgs and del . to be•avallable Iron reg00. B. See 'Rod Baelg Me.' on .smogs. C. Roof de2t4 *2, badegad bracig shall baby mrWadralr. D. Flea altaratwae of. truss must bs deafer. by m0eetva. 4. Ns... acts... An nib a all be .2*80 4 M of Nam fa ht.. pop. 8 Attad, Jo to flieh taadrs ad bores at, 6mRads v' }angers a .s si1 nett to suit 04 n t dread papaw. Bepeon h 4002 thi at or loratwm as outhnd pr dead.. Bolt heads. secs, and M wash. per DM.. 5. 5 Post to mt footings ranecttat Proves pr.. treated post and paid. cassectlan to (dot pr IB4 Pail 3 - Exemtbm 1 The following all apps) of e con- to a leb JdsI 4 e IBC. C j•. All wood hanag forma lb ....ante be 4uand .o to .nee h.. n In !r shall 0 11 to t ble 23- II - boll B-1 of LOC Height of Chap. a nd .p.o0 13 of tea IBC Mrrer *3 tq '9 b table Pe IJBG. Ngidl a pedng tude fall nt coain to table 73-9-B d the 1162 @62¢01 F1tK CARFENTEM Part - Pro lost A Caadmb with mrrla. hr. •sbctlm schedule. 2. Mahood and .shrK4t Coadmb Nth eater.b an us ..edam sdadYe. 3. Pealing: A Caord.. enh merle. fHeh eebeuon bddddde. 4. Stair end hadell by: Coordinate ash m... fir. seledlon dadlla B. See clhas.00026 et. esmmby recprabW22 5. Boo... and Walt -n .hairs: Coordmb lath material. finish aelecu. eriedda b. Pleat. lam.. and ed. sofa. natraI Coadl ale nth eats. Mon sebdf. Mcadm. END DM6144 6 Div.. 1 14 R'i/AL AFO MOB.. PROTECTIRI Part 2 - Prodct 15prayed-m asphalt 000at Pan 3 - Escullon 1 ado (V coal per 1621402.4 App.. 1819 01..ZYAPoR AND AIR 1ETNmER Pert 2 Rod..-. L Ctaad black Cove 6 mall poA1W lea. 2. BWk11ug ? see rfa . YTP�AL 8111LDaYa MATERIALS' Ile. as 1a damage. Pan 3 - Execution t Sae DN n, acr9Y require. m 0�@LeJI.Ai�i Pant - Prod. L F g a antral snood pelts, bloom 'aea al wool, and s.ruded poystwene A able, >4, 1 bee thw TYPICAL BOW G MATERIALS' Ibl ce tM dugs. B, Gs11ag: L Bee to TYPICAL BUILDING MATEF.Mb6' eat an Ito digs. L Floor: L sew Jr TrEICAL BULDING MATERIALS' Ile =theca.. D. Foundation Paster R40. 2. lsulatug foam: A &ander4 swalant toes. Pan 3 - EewUm L See dMSionln: energy requlren. Pen 2 - Prod. 1 40J 404440 MAMMALS. II•t m lM treu 2. Mmtra s >001241 A 3.ply hot mopped Part 3 - ExecM1lm 1. Inbll per na ufeclwra recomedatim aM Chapter B of to IBC Eldf ID SDNG MA168AL Part - Product L Siang: A 5.. TYPICAL BUILD. MATERIALS' Imt on the drawings. 1. Yr. A See tM TYPICAL BUILD. MATERMLE Iwt can the dawnge 3. satete: A See us. TT4CAL BIIILDPG MATERIAL6' Set on sir damage. 4 Cxhr: 4 4e thb TYPICAL BALD.. 11A14RA15' Ile on the antes. Part 3 - Exec. I. install per maul o.. recaeudat. aM Chapter 6 or to IBC. 01659IL.4wnJ: ANA 1HEEf METAL Pan 2 • Product L Gauge ga10atd, pr.frlldsd. Part 3 - Ex Wlm I. Install per Caper F4 ad 6 of .U54. Pat 1 • Proc.cl I Veda: 4 Ridge vent: mawrac.ed I. Coordate with miens. IJd see.. sera. B. M ohra. vast mantactved by: L Coordhate with dter.le Mbh eebabl *ch... 2. Gu.re A Camatos aka precoate0 Sty. K {r fi 2. Color. Match reecla 3. A. 2.3 recangul almuw preroat•d I. Color, Meteor tasda t re B. Tie to 1do111... 01500 SKYLIGNfs Part 2 - Products 1 hada.. A Coo... air mato. ....Ion •d W.. 019@0 r.ALANTB Ara CAIY sin Part 7 • Prod. I Caulking A Sly.. butadea ceding feeR)1 Cola: Mated sldag END DIVISION 1 Dlvhlad8 DOORS AND UAa3 4@200 WCt0D Daat (Lauer L.2o, no L.Ved, Upper Leval Pen 1 • Products 1 Panel good doom: A Cooed.. with slats.. Mlah wlecll..sdadule. 7 Fknh wood doom :A Coada. wild ftni. selection 24824 3, 0111. 0111. and ante.. door/ A Coadhate 1..1/10 8 Mbh .1.11(. echo.. 4, Palls door A a Coord. Isl. merlon r1380> d. select. ad. . '. 5, 011ie. A. ' , COad4le with art edam nosh s.iso0on 841242l 0.104/22MALTY DOORS Pei 2 • Prcdlcts Shag gee don Caadbate with NUM. nreall aaleUlon arMdu. 2 Garage door. l akeletyle1(see 4.. 1502 A Coordinate with mltla• MI. selection bear. i ¢COR@ SEM/VINYL 4Y11000g Pan 2 - Pfodcts L Nolo: Egos - A Every .ImPbg char nave al boot are op.rew. nmeon nlU, a net olear q 1 of 5.1 ef. Tl,e opmwq 1Wght cheat be 24 ' • e el of 20' rams, vllh a fwMnd slat haght not ewe Urrm 74' above Ub floor, per UBC. aecUm 319 8. eafey glom per IIBC Chap. 24. G tee plan for ogees ...parotid. 3. Madactved by: • A Cola. 1. Coordinate with eater. fhah .Inetlm sdadala B. tgo I. Coordmle Froth materials fir. eelectw....e. Part 2 - Prod. T A Caa-drate t8h cetera. fMlmd eel ilea •.reels. u.etr Strpprg: 4 COordate ulth mlebb Mleh enbctlw uJ-cQnde 3. lareadds: A Coordinate Wth materials Meh select. ands.. 818800Salagiligt Pan 2 • Prod.. 1, Gase l ad.. to lea dalenne-1 by alx and Gird loading ps sec Tabls aeptr 24. 1. Wet, glaze pr UDC Gaptr 24. 3. Mead to be envied l4• .at plate glass. END DIV..8 Dlvlaim 3 FrUf:.cS far9E 41MEg IEIALLE 9122 Part 2 - Product I. .11e: See to TYPICAL BUILDNG IlAIERTALS' I.t ox 1a draWrga A Find: L Coordnate WJ+ moose /Csnr mammal saectlaw. 2. CWlrg• See the TYPICAL BUILDNG IMIERIN-S' Ilst at the loaner A Finish L Coordinate eNh.tafbls Meh •ebctbn eda talc 3. Code re4ulred arms: A Type x: Ca02 as required I. Sts dlvle. 01601 sec, assembly rec.remrwe. 5 Waterproof GLIB ae rdq'4 at sal or daga looael>1>2 paN1344250 4. 1lad erboard a .roc at all the bcaUons (UOrU 5. Metal caret bad profile: I. Coordinate wM mania. MI. eds.. soh... Pert 3 - Edeutlm Apply n req.. n UBC. Chapter 25 ad Table 15G and 25st Nan or ram in place per 0191211211.E. Pan 2 - Prodrt I. 'Cram. 4lorry and 004. tabs: A Coordinate with satrla. M. relocation,..... Pal 3 - Execution L Pair to inn dactrer a reecoaw testa. 4(4* -JI o42 i Pan 7 - Prod.de 1. Type: A Coordhate with mate.. MM selection ...le 0 09__E a kileIT FLOORPY Part 2 - Prods:. 1 Ttps A C crdhate el...trtan fbfsh aeleclbn schedules. Pre 2 T . L Carpet and Pad A Cord.. MO rate. fNSn selection .dedub. Panting RRIG Pen 2 - 1,21.2 1 PA L Pa ntng ova priapic. Ada. pr menfadyrr'a recamrdatio s Cordate with Merfa. Mole aalecuon eda6Ae. Pen2 Rode. l Ty.: A Coordinate with Contractor/Omer material eeleclfae. END DIV.. 9 Dlvielon 19 SPECIALTIES 10160 LOUVERS 4A YENTS Pat J - Product L Hardware cloth acre. Vet x 1/4t .. on soffit vein es detailed. 2 Conte. 2' ramrod Mal soffit vent as dotal. 3. Roof vent (see DMabn 01100) 4. Ctr ven. ae noted per plan. 103528 PREFABRICATED RIMAZU Part 2 -Prod. Lowuautiedel /Aaweor.e A Coordhate eath mtriab Mush rob.. sc... Pan 3 - Exsatm L Soo dlvlslm 016102.8 for nit. anembly requrefrne for feep.ces 1. Sts divbbn n rag, ragaress.. Part 2 - Produc42 1 4, 1> .tubas: A Coordmte with materials Meh selealon Part 3 - ExecvUon 1.. Install "n location per Nlsd chant regarem.. 10500 TdLT @A EIKE ALGEBSLRES Part 1 • Prod. L To. and bath accn.M . A Coordhate .IN mated. Meh selection adadub. Part 2 ' Prochrd4 1 Storage Closet: . A Cordate ath nate .a fHdd ea.cuad sdrd.b. 2. .161. Close.: A Coordhate nth na.r1at. Meh edecllon rentals. 3. Party. E. DIVISION 19 Division II EQUIPMENT END DMS104 II DNlslm R R110091668 Part 2 - Product 1 Vac. cleaning eyelet: A Coordhate mi. mato,. Mah aobctlon aches. 11450 R-a1D13111AL EQ4PI-aa P.1 - Prod. 1 Garage door op4rfe1 Cordate eM materials M. eeiecum sdrdWe 2. Ironing board cab. for der). A. Coo . ...elan Mah smacUon schedule 3. rg appliances: 4. 000 A Corrdate with nat.. M. eds.. sated.. 8500 WNDQII I6EgliEtiL Pere 2 - Product I. 14tlw rdtte.: A Coo... nth natrlala traJl ssl clam adaduls. END Diva. 11 DWI. 13 SPECIAL CQMTRICTICN acews& ''. Pert 2 - Rods-. i. Bidder deelgn (366 NOT 1S@ Part 2 - Produe. L By: A. Coors.. nth sratrlab M eh mbctbn adadeas END DMSICN B DWI*. 14 '.. CCNVEYaG SYSTEMS L4b2 " Pen t - Proc.. 1 Dumbed. A Iielufedweirmodel rear: I Goodin. W. natrle. Mah •ebelion KFrW.. DIN.Ion 6 r'IECHA I AL 6000 ORAL Pert I - Garet L rtrda0021 eye.. be bidder delg, 2. Magubtory roqu0eme0n: A. Rorer to DIVIston I General ..arirm.ts, 3. Car actor 000 out prebrg and NVAC diagram layout A Gooier. with ahan trades leap.. FI 1 ou.r. Part 2 - Pr amcl I Pipes and PUN, Allbsb 4 soil: ABS pastic of claw re d for Ua nnledecl papa . I Provide cast mm math ot neoprene jo. per bulioro 20210 m la ds4ge. 2. Provde clsan-oub at beds. B. Vote: 455 C. Gore: Pr coca, van Iodation of appliances D. Welt Lion: I Baba. Grade. 104• type K wlthMard solder 2. Above Grade Noe L aeon soda 1. Plumbs, slept.: A. tot mar Feat. (Wale In Sedan) I. Coordinate Wth odes mtrlal select.. B. Noce bb, Rost proof type Mash. tote C. Hem ehu1-ot0 valve m garage. D. Pkmbing Metres I. Coordlnb meta ewers materiel selecUm 3 irrlgellon 4 (bider deaicy:) A. Provide T' ...Ion in main Ilse In garage by inn Rd -urn 1200 8IN separate du and den ve Ne Part 3 - Execution 1 The Mailer to daelgn the dot. to r.te Jurledlello. ]I •4me 0 neewer eM rvrtdrn N a ewer conebtan ulN naves, mansards d8 Refer to gsnrat astemesar. 1 Pat 2 - Product I. Fated Ar: A. fiance art . 1 C ordina. with natal. fnbh sebcUm scha.le B Duct soak and neubtax I. Coord.te sal. naterlele IMbh ealsctbn s:radm.. C. Air dearo. L Coordnete with ninon: dr. selection sdMu. O. Centro.: I. Coordhate lath materials fnish selector rand!. E RegWea ulth 2480>2 appal. I. C dlnate wllh natorleb ...Ionian mrale. 7. Fan: fee division n rangy raq.rmenb. 3 vs.: I, Coad... GIN nat., Mleh soled. Wad*., Part 3 Exevtlm I . tlx installer to deelg! Joe ayatm to appropriate Jirbdleuonal regw0e and Med n a mama con. with..t y stardom. Refer to general reglrenrm.. hTD DMSICN Dlvisbn 16 ELECTRICAL bide PanI- r ap e 2 . Regulatory •yrro .d be r design. 7 Contractor >0 se p144 n(s: refer b n - General eal egr d mr.. 3. Comracta . PrOVda me ricel Y dlagemrg layout, design crwltry: folios ItgM1g Pan If provdod A Coordinates nth other trades. kaeae 308 Part 2 Product 1. ter. and 5oxers A. Volt R 6A (3) gin 1 CA • Damp a Locations B- Lao voltage tamer. Ups 7. Panels Crodl breaker box Nily tabard A. Copedty: Bddr Des/9m B. Cr.!, Md. Dealer 3 Goading: A. Prove. (1/2 07 sloe,. 80 PvC conduit at come. elm mall for electrl.l derv. and (1) 518' diameter x 8'0' lore go... rod for deetr. al Bonding. 4. Snore De... A. Provide and .tali pt UBC. sector 3105 5. Firs earn: A Pod. and Intel oar UBC. chapter 31010 and as rsg.rod by governing Me madam Pat 3 - Execution I. The n.tnr to des1gn the ey to app.... Ju l regmemern and faction mash- r en to ad n n - ced. wi mit' startler. Refer genera rxpaen.b aM UBC 162.01_4. 0AT.0 Pe 7 - Pr 1. wI k Co a eWr and sedan, ...tact. ...tact. le A. codaate N mama. Man sseeion 2. Ph... Coo.. elth materials Mleh sae.. eckedab. 3. ntrawralVaU. eyelsn. Cocrdate with eats. finish ...act. schedule, 4. 5.. ay. A Goa.. oath mtrals finish selecton sae.. If&tifiL LICiff110 Pan 2 - 4}062122 - ,. Fixtures. Coardlna. ulN mtelah fenlah alecllm soh.. 2. Control: A Sr1..1. Coordhae with na..1 MNh aelarilca edwdula 3 Dhows I. Coo... Wth meta. M.h n schedule 4 Sear: L Correlate wltl.lria. fir. ed20*.. 2* echo.. 5. Ora. I. Coordinate with mater.. Mlah selection Wdadm.. Part 3 - Execution t IM meta. to design ua 2yetm to appropriate Juledlabhal ragaeeens and M.S. in a mane con. 1 with to Ind., MA.. Refer to general rs4uremes.. BA DM51Ra. DivImon E ESBY REQUIREMENTS 0W540G104 6TATE miss& CODE. Gomel Notes, L Ebct:e awlr lnatr(•1 ea11 have per 085043E dare. pave Of sae shutoff. Na0conneemide RI0 red (uhaeted ma. only) 1 NACU bbd m leek 3. Tepidly eateg !.a Wn a • b) R0 d•gea F. 1. Ocwrs and lavaeabs Ball IWLL fiw w lose Ilan a � W 25 g pn f 8504 811 A Gal2Ygg nalallm: 1' 2 Ba Baffle• b .. ..I 6 eV spa. above a t .eke 7 rnes b exM 6' above bell ; ro d 3. earn. to cotter. 12' above base m mta tun 8. LLaU Mmu.tlm: L Face stapled bat. 2. Fr.Uen fit unlaced bas 5 Poly vat,. ,PVApdm W retarder a 6 d'y ap;bmrn.r Cr A B - 1 Cone.. lnulalla. Ball be p.t : 1 A . / g 4004 B I3dded part.. eu. /Carta s. Rea One eby dp real vapa brbr as afro ea. ed•. B. Mod. control neuaUOn 1 Attic end cr. spau acc•se patens to be !nand end astir Orpd. pe 4 ..ad Ighe] Hawes (5504.4) 10, fd gzall rau.tbn Is sta1.d a'd egAva.W he the regard sus R... a• sherd n .lair 61 or 62. IL Vapor rs.rdre salt No rouged pre (50116) R Sue (6. oil black polyethylene gaud ca. Jail be lapped R' at pane and asterd t.ou4.)w.4 thw orate ...to fonds.. wan. A,: m .Arlo or• . do .apt 20 mute doze) fall be wsthr strapper pr (850240 13. 5av1. ant and coed waIr prig 6 .0allaad pa.e shall be sedated toy R 3 (63031) Ut4SWNGiCN STATE AIRCAIALLII A A: date. Notes: B.: Standard dk leakage /5597.43/ cad.. le asinp.ls Wan stand 0 the folWeg b.uone Dgisesn se. pNlrewrloa 7. tub duct r wtr Ilion Uk I^9M ry ° 9 pe^°Ir 3. Ru y a• Arid blab foo l. l acer fleora/ 4. Partitions stud pmevallan END 31.5144 n ! fr 141.1 1/1 U w E-- , 1..% v 6 dJ ra O W V A a 9 Z Z A z z�1 q Q col ca EC VED ! R (?F UK4YILA TFP1.411 ENT Es .113 NQ 997 a18G SHEET Al L 2 FURING WALL 3/4 20 CRAWL SPACE VET4TS ArEA t204 2. CRAWL SPACE AREA /130 • _.$1121 SF OF VENT AREA REQUIRED 6 TYPICAL VENT SIZE • 14,8,15 (15% EFFICIENCY) • SS SF PER VENT NET FREE AREA 4. VENT AREA / SS • VENTS REQUIRED, 5. .. VENT S ENOLLN (SEE PLAN FOR LOCATION) 6. _IC_ VENTS x 6/3 • _AK_ 8F CF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4 MAX. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. MEC 602.1.4.1 ■.■ La ) ALL FLOOR JOIST ARE: 2xI0 AT 16'oc SEE DIV. 06100 4% 912595954 - 4' 5' 4 3 - 0' I ' r [FP-fl) Porch 20 START 4 NG HEW \ \ A FOUNDATION/MAIN FLOOR FRAMING PLAN ALL FLOOR JOIST ARE, 11 TJI PRO BM'. AT 192' oc VERIFY W/ SHOP DWGE. SEE DIV. 06100 GIN Of 9.1kWIIA ..PP(OVED INN 0 7 2•110(1 1 FRAMING NOTES 1 1. SEE COVER SHEET FOR ALL NOTES AND REQ.UREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERN-40E1 FOR ALL NOTES AND REQUIREMENTS CONCERN.. MECHANICAL, PLUME3ING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANLIF. TRUES PLAN sNcuN 03 FOR C.IENERAL LAYOUT ONLY • SEE DI, 6100 SHEET A-I - TRIES LOAD!. SEE DIV. 010001A SHEET A-I - TRUSS SPAN PER FLOOR PLANS - Miss TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 14' o.c . UN,. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. • 1 FOUNDATION KEYNOTES 1 gf0"-%7ZTEu-rt:3 L_ FP-2 F 5TE D I EttltS '. INFORMATION. SEE DIV. 3 SHEET A-I CONCRETE SLAB ON GRADE SHALL BE , THICK (22.7L STEEL TROWELED FINISH, 12/ 6x6 12.4,412.4 LULF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DI, 3 SHEET A-I 6x6 POST CN CI366. I" ABOVE SLAB ON 365,365<S• MAT FOOT.. ON SOLID SUBSTRATE UK.. BAR EACH WAY. SEE Div. 3 SHEET A-I CRAWL SPACE VENT. SEE CALCULATION BELOW. 1 SEE DIv. I SHEET A-I FP-4 (19=-6) ) FP-1,31 ( ) LITI1J ( pp- ) FP-141 - Fp- ib PP-111 1 ,'FP-18) FP- ) FP-20) FP-2I ) [FP-22J [FP - 23 FP-24) r. • 1. RAFTER TAIL 24. vERIFY. 6 ROOF TAIL. AND RAKE OVERHANG PER ROCF PLAN. 5. ALL HEADERS ARE 440 F P PROvIDE (1) TRIMMER STUD UP TO 4*-0 SPAN AND (2) TRIMMER STUDS OVER UNA. SEE DIV. 06100 51-EET NFORMATICN. ALL CRIPPLE WALLS ARE 2,6 OR 344 • 16' URA. 14' MN STUD LENGTH PER 400 SEE DIV. 6 SHEET A-I 4x10 BEAM LINE. MN. I' CLEARANCE FROM CONCRETE AT END Cc BEAMS SEE DI, 6 SHEET A-I 4x4 POST (SCAB POST AND BEAM 2.4) ON W. FELT ON MAT FOOTING UN.. PROVIDE 4<6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV. 6 SHEET 4-1 6 MIL BLACK POLYETHYLENE GROUND COVER 04 GRADE. SEE DIV. 1 SWEET A-I ELECTRICAL SERVICE< PROVIDE (I) 2 I/2' SCHEDULE SO PVC CONDUIT FOR ELECTRICAL SERvICE AND (1) 5/15503 LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT N STEM WALL FOR DOORS. HVAC, E1C. AS REQUIRED 113'.4 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010012 SHEET 4 PRESSURE BLOCKING CV 94110 SIZE AS ADJACENT JOIST. 24,045, MAT FOOT.. ON,SOLID SUBSTRATE LW (2) NI ISAR EACH ILLAY OR 12' STRIP FOOTING PER DETAIL t6/01 30 MAT FOOTING ON SOLD/ SUBSTRATE LLI/ (2) 4 BAR EACH SLAY OR 0' 5TRIP FOC/mt.* PER DETAIL 16/01. 36936412' MAT FOOTING CN SOLID SUBSTRATE 111/ (2).4 OAR EA0I4 WAY STUIS STEEL '12' NTO SLAB • 12'oc FLOOR JOIST SEE DIV. 6 SHEET A-I 4.43 0£411 LINE, SOLJD BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISIOK C6100 SI A-t PROVIDE 604.10 BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA, OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SI-EET A-I MIN. I' CLEARANCE PROM CONCRETE AT END CF BEAMS EXTEND PIER MIN 15' BELOW SURROLNDING GRADE 3' DIAMETER STEEL POST EDGE 00 040050119 SYMBOLS & LEGEND • 19 POINT LOAD 519 00414 not POINT LOAD FROM ABOVE POINT LoAD FROM ABOvE U1/ LOADING PONT LOAD TRAN50ER40 DO005441 41/ LOADING HANGER POINT LOAD 519495019500 BY KICKER • NOLD CpiN WIT14 EA= 008IGNATION 40195<1044. 5119419 WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW 4401924945<44. 4401924945<44. STRAP 1<45<14 NM DESIGNATION INDICATE., BEA41 094.0444.45<140 WITH INDEXED WISER 1213 : ii o or &emit 441.1. TYPE OF 4949419 WALL . 3141.1. asovs Wert esaLow NOTE ucess 05<140104<90 Nom, 145R9019 ASO ca044.041L4 NOT t: TULE ...013 NG 99R405 SHEET A2 Ark 1 3 SYMBOLS AND LEGEND © FAN DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CFM MN. - KITCHEN 100 OFM MN.. -WHOLE HOUSE FAN 100 CFTM MIN VTOS WHOLE HOUSE EXHAUST FAN COMNECTED A 24 144OUR TIMER 100 CFM MN., VTO © THERMOSTAT • 50' ABOVE FLOOR O 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR WITS: PER DIV. 15,16 SEE SHEET Al 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 C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PREBSI/RE RELIEF LINE PLUMBED TO OUTSIDE. GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL OF GLAZING SF. 18 CALCULATED USING THE REQUIREMENTS SET FORTH IN TFE WASHNGTICN STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOTdr OF PERFORMANCE COMPLIANCE R 20' -0 2367 SF 285.21 SF 12 % 40' -0' A0' -0': ". 5.10 Patio CONC. 6068 SOD 0 P -9 20' -0' 36 MAIN FLOOR PLAN & . V4'.r / r UENERAL PLAN NOTES I I FLOOR PLAN KEY NOTES I OCCU PANCY SEPA l P -I j APPLY (11 LAYER 5/8' TTPE 'X' G1UB. TO ALL WALLS AND CEILINGS Of GARS -F SIDE FROM FOUNDATION TO SHEATH. WRAP POST AND BEAMS. APPLY (21 LAYERS TO TRUSSES AND TA FLOOR JOIST. SEE DIV. 010025 SHEET A -I 1 3'B 11N SOLID CORE DOOR WITH SELF CLOSER TO BE T1ONT FITTING SEE 13 10. 01002.5 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 P -3 ) A HEADI0001'1 MIN. 6' -8', WIDTH MN' 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8• MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' 400VE TREAD NOSING- HANDRAIL I 112• MN. TO 2' MAX. CROSS SECTION DIMENSION AND I I!2' 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 W/ 5/e' TYPE 'X' GLIB. 'F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE V. 010024 SHEET A -1. SAFETY GLAZING PER NBC,, SECTION 2406 A. WINDOWS WITHIN 10' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D GLAZING IN DOORS E WITHIN BT,AIRLELLB F. WITHIN 5' OF TOP ', OR BOTTOhT OF STAIRS SEE DIV. 05800 SHEET A -I EGRESS WINDOW PER NEC, SECTION 310.4 SEE DI, 06600 SHEET A -I, IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV. B SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO 10'. ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (21 LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MN RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UI3C, SECTION 1006 SHEET A -I IN Q4' C RAWL SP ACE ACCE INSU LATE AND EEATHER STRIP. NEE DIV. 0 614551 A -I C -II 22k30' ATTIC SPACE 400556 W( 30' HEAD CLEARANCE. INSULATE MID WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I C P -12 FLOOR MATERIAL BREAK LINE P -4 P -5 ) P -6 I P -9 I P -8 ) P -9 1 P -13 ) P -14 ) P -15) ) P -I6) P_ Il ) 3' DIAMETER STEEL POST P -18 l P -19 [ P ) � P - P -22 P -23 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. IT SHEET A -I 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: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010024 SHEET A -1 B. ZERO CLEARANCE FIRER 42 55 SHALL CONSORT TO UDC REQUIREMENT'S. SEE DIV. 010020 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010020 AND 9 SHEET A -I D. 5/0' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEU.IAYS 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO81NG8. S VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UDC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR I Fa_2,L , 276 STUDS W/ R -I9 INSULATION MIN. l hill I SQUARE FOOTAGE 1205 SF MAIN FLOOR UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 2230 SF SQUARE FOOT,AC 15 MEASURED TO THE TO BELOW SPACES AND GARAGE5 ARE NOT INCLUDED IN CALCULA IONS 0 O V O 0 52 9 TIRE JOB. NO • 91202405 SHEET A3 L -_ Family . CARPET - Kitchen [�' • VINYL ' al Nook • t� It I � I ii 2x6 WALL P -IZ ) I 0 � in I e FlYaN _ r - r /\ -N -tr- -I /\ II /\ I / \_.11/_9_.'_,I Hall a Pa d 1 VINYL L ��� CARPET � VNTL I� I ' _ _ P-9 P - W LItlllty [: VINYL A NOS ®8D. ° P - ni — i P -M r 16010 01.1.0 P -12 2x6 WALL 5'-3 2'-10' 2 2' V2' . 111111 ] m V2' -9' -8 Dini CA �.1.r7 CARPET 2% 6' -I V4' �P - 9 ) 3'-10 3/4 Garage I CONC P I WALL LINE ABOVE Entry TILE 32 1 ® �:� r --, L 4 "• 1 I/2' I 6056 - Covered Porch CCNC 8'- 11/16' 1'- 3 1/16' . . . a ' . - Ark 1 3 SYMBOLS AND LEGEND © FAN DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CFM MN. - KITCHEN 100 OFM MN.. -WHOLE HOUSE FAN 100 CFTM MIN VTOS WHOLE HOUSE EXHAUST FAN COMNECTED A 24 144OUR TIMER 100 CFM MN., VTO © THERMOSTAT • 50' ABOVE FLOOR O 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR WITS: PER DIV. 15,16 SEE SHEET Al 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 C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PREBSI/RE RELIEF LINE PLUMBED TO OUTSIDE. GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL OF GLAZING SF. 18 CALCULATED USING THE REQUIREMENTS SET FORTH IN TFE WASHNGTICN STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOTdr OF PERFORMANCE COMPLIANCE R 20' -0 2367 SF 285.21 SF 12 % 40' -0' A0' -0': ". 5.10 Patio CONC. 6068 SOD 0 P -9 20' -0' 36 MAIN FLOOR PLAN & . V4'.r / r UENERAL PLAN NOTES I I FLOOR PLAN KEY NOTES I OCCU PANCY SEPA l P -I j APPLY (11 LAYER 5/8' TTPE 'X' G1UB. TO ALL WALLS AND CEILINGS Of GARS -F SIDE FROM FOUNDATION TO SHEATH. WRAP POST AND BEAMS. APPLY (21 LAYERS TO TRUSSES AND TA FLOOR JOIST. SEE DIV. 010025 SHEET A -I 1 3'B 11N SOLID CORE DOOR WITH SELF CLOSER TO BE T1ONT FITTING SEE 13 10. 01002.5 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 P -3 ) A HEADI0001'1 MIN. 6' -8', WIDTH MN' 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8• MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' 400VE TREAD NOSING- HANDRAIL I 112• MN. TO 2' MAX. CROSS SECTION DIMENSION AND I I!2' 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 W/ 5/e' TYPE 'X' GLIB. 'F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE V. 010024 SHEET A -1. SAFETY GLAZING PER NBC,, SECTION 2406 A. WINDOWS WITHIN 10' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D GLAZING IN DOORS E WITHIN BT,AIRLELLB F. WITHIN 5' OF TOP ', OR BOTTOhT OF STAIRS SEE DIV. 05800 SHEET A -I EGRESS WINDOW PER NEC, SECTION 310.4 SEE DI, 06600 SHEET A -I, IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE DIV. B SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO 10'. ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (21 LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX RISER WITH 10' MN RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UI3C, SECTION 1006 SHEET A -I IN Q4' C RAWL SP ACE ACCE INSU LATE AND EEATHER STRIP. NEE DIV. 0 614551 A -I C -II 22k30' ATTIC SPACE 400556 W( 30' HEAD CLEARANCE. INSULATE MID WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I C P -12 FLOOR MATERIAL BREAK LINE P -4 P -5 ) P -6 I P -9 I P -8 ) P -9 1 P -13 ) P -14 ) P -15) ) P -I6) P_ Il ) 3' DIAMETER STEEL POST P -18 l P -19 [ P ) � P - P -22 P -23 ) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. IT SHEET A -I 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: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010024 SHEET A -1 B. ZERO CLEARANCE FIRER 42 55 SHALL CONSORT TO UDC REQUIREMENT'S. SEE DIV. 010020 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010020 AND 9 SHEET A -I D. 5/0' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEU.IAYS 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO81NG8. S VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UDC SEE DIV. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR I Fa_2,L , 276 STUDS W/ R -I9 INSULATION MIN. l hill I SQUARE FOOTAGE 1205 SF MAIN FLOOR UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 2230 SF SQUARE FOOT,AC 15 MEASURED TO THE TO BELOW SPACES AND GARAGE5 ARE NOT INCLUDED IN CALCULA IONS 0 O V O 0 52 9 TIRE JOB. NO • 91202405 SHEET A3 P ®1 ®M1® ®1 1. ® � � V UPPER EXT130 TRUSS TAILS FOR ROOF FRAMW OVER FD. 24F -v4 GLB I/S x S' . GLB GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES l F -I F -2 l F -4 ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE CF WALL UP SET - 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 MTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE Div. 06190 .SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV 06109 SHEET 4 -I FLUSH - BOTTOM CF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS F -14 I 2N6 OVERFRAMING • 24' OG F -5 F -6 F -1 F -S F - 10 C F - II C l F - 12 F -I3 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERS -BET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TR,JS6 PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 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' oO. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. S. ROOF TAIL AND RAKE OVERHAt PER ROOF PLAN. 5. ALL HEADERS ARE 4410 OF °I UN.O. PROVIDE (I) TRIMMER STUD UP TO 4-0' SPAN AND l2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DI, 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC OFOTING. SEE D!'✓.15 SHEET A -I RAKED PONY WALL ON TOP OF NOSIER ROOF FRAMING MEMBERS SUPPORTING UPPER RO'CF FRAM54 MEMBERS. ( t 15 256 CEILING JOISTS a 24' CC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING .5 POINT LOAD TRANSFERING 004.N dY�P ▪ Q POINT LOAD TRANSFERING DOWN! W/ LOADING VT HANGER PONT LOAD TRANSFERED BY KICKER • HOLD DOWN WITH SIT DESIGNATION � I. VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx - HORIZONTAL HORIZONTAL STRAP WITH SIZE DESIGNATION StE ICATES. BEAM R CALCULATION WITS * NUMB EMENT OF SHEAR WALL `-� TYPE OF SHEAR WALL Y ---L WALL ABOVE . WALL BELOW NOM. UNLESS OTHERWISE NOTED, ENGINEERING AND CAL • TI NOT -. Tu' D IN THE 6 U X Z O 3 co co (>S g Lnco 1.3 LO CAT" "F DKWII U v 0 0 ^ ^ r J09 ND.: 8902406 AT4 1 i T 14' -8' 8' - 5 1/2' 6'40 V2' 1 040 p �., ( P -5 �.. i Loft/ per,,, Opt.'' Bonus Op Bdnu #4 3' -6' I' .. Bdrm #3 CARPET ( P -s t 3'-6.5/16 6 V8' I' -3 1/7. 1' -4 I!1' - - n 1 1 to 0 SD •'. 8 P 'II SD. o 2 T�/ BHUZ Bath N vNYL sgi s y P , J ® G� X , i - _j. 2A Bdrm #Z CARPET ART WITCH W/ .42' SHELF ( P -5 , / 6' -II I/2' 6'- 31 �„ „ ®. a / ITI RCS " 5 CARPE _ RCS i9 M r Bdnn. ( P 5 ) . spa v ui W.I.C. CARPET r u.... L , '*-------' `tP , V " F. s 4 M str. Bath c 11J15 ,, 2 CARPET _ LINEN 3,7 P -T A. '3040 b0 F-• L 5' -5'. / 3.8'.. / I � I - r� L9 L_ , 4 / 3' -8 1116' .J 2' - 6' / . SY S . 9,_I. 11-S. I, 13 2 8 O en ROOF LINE BELOW WALL LINE BELOW. WALL LINE BELOW ROCF LINE BELOW P -4 SYNtgOIS AND LEGEND P.64- DIRECT VENT TO OUTSIDE -BATHROC618/LAUNDRY 50 GRIM. KITCHEN 100. CF-I MIN. - WHOLE HOUSE FAN 100 CFM MRL VTOS ® WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MN- VTO • TWER OSTAT • 50' ABOVE FLOOR • IMO, SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN 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 RlR ACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP EATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMEED TO OUTSI 30'-0' UPPER FLOOR PLAN . 8ed� E41.r -O' 0 ENERAL PLAN NOTES I. SEE COVER SHEET REMENT FOR ALL GENERAL NOTES AND RUI 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. Il SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. B 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. t FLOOR PLAN KEY NOTES 1 ( P -i ( P-4 ( P -5 1 ( P -6 ( P -1 ( P l P -9 ( P -II ( P - 12 P - 13 ( -I Al P -I5 ( P -16 (P -Ii (P -18 CP -19 L_° -2® LP -21 CP -22 ( P -23) ( -24 OCCUPANCT SEPARATION. APPLY (I) LAYER 5!8' TYPE 'X' GMB. TO ALL WALLS INC . CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. U.RAP POST AND BEAMS. APPLY (".) LAYERS TO TRJ58ES AND TJI FLOOR JOIST. SEE DIV. 010029 SHEET A -I F ( J I 19JD' MIN. DGLID CO DOOR 1111TH SELF CLOSER l r TO BE TIGHT FIrr;NG SEE DIV. 01002E SHEET A -I STAIR ASSEMBLY NOTES, PER UBC SECTION 1003 A. HEADROOM MIN. 6' -8', WIDTH MN. 3 5. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING: HANDRAIL 11/1' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 11/2' MM. CLEAR'FROM WALL. RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(E). E. COVER USABLE SPACE UNDER STAIR WI 5/8' TYPE 'X' GLUE, F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SWEET A -I. SAFETY GLAZING PER IBC. SECTION 2406 A WINDOWS WITHIN I8' OF FLOOR B. WIWIDOIIB WITHIN A 24' ARC OF DOORS C. UANDODUS AT lures AND SHOWERS D. GLAZING N DOORS E. WITHN.STAIRLELLS F. WITHIN 5' OF TOP CR BOTTOM OF STAIRS SEE Div. 08800 SWEET A -I EGRESS WINDOW PER USC, SECTION 310.4 SEE DIV. 08600 SHEET A -I. IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO. BE 18' 1'155 ABOVE TOP CF SLAB. SEE DIV. 5 SHEET A -I COVER WALLS ADJACENT TO TUBS AND 64-IMF-RS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2. LAYERS OF FLOOR SHEATHING OVER FRAMING, .. S MAX RISER WITH 10' MN. RUN F MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I ( 15'224' CRA UL SPACE ACCESS. INSULATE AND t , I,„ '=J HEATHER STRIP. SEE DI, 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS WI 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 A89EMBLY. A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010029 SWEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UDC REQUIREMENTS. SEE DIV. 0100241 SHEET A -I C. HEARTH SMALL COMFORT TO UBC REQUIREMENT. SEE Div. 010029 AND 9 SHEET A -I D. 5/8' TYPE '5' GUM 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 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER USC SEE Div. IN SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2,5 STUDS WI R -I9 INSULATION MIN. 6 '/ 20 i:IIY OF 1`�I -4'alf 1 JON O !r1 N a O a co Co c //'_'��♦ O,- co f O o.: O N V C X �Y/JJ � c cu V 1 m* Ch Q • _c ._ _ N ▪ O ms`s 2 z a> CO CO NI SC C 2 4 - RECEIVE Cr R " E T�h MIA CU j TITLE JA NQ 9902405 SHEE J A5 ROOF VENT CALCULATION IRA11® ON a 24/2• HOLES PER VENT ROCK ROOF VENT CALCS BASED CN MC SECTION 15053 TOTAL ROOF AREA 1666 SF/400 •682 SF OF VENT AREA REQ 06 % AT EAVE 421 SF REQUIRED 96 % • 36' (MN) ABOVE EAVE '.• 228 SF REQUIRED 4 .ROOF JACKS AT 60'80. 1N. EACH•202. SQ. IN.• UV_ SF 118 LF. OF EAVE VENTS AT 52 SQ. NJLF.6E8 SQ. K•428 SF 2__ GABLE END VENTS AT 24___x32 • 2L___. SQ. IN.•20 SF _ GABLE END VENTS AT x__ • SQ. N.. SF __ 2 GABLE .E ND VENTS AT 24 DIA •2_,_ SQ. M..40____ SF TOTAL VENTS PROVIDED ROOF JACKS • 139__ SF - EAVE VENTS _ SF GABLE END VENTS • SEL_ 9F TOTAL SF Of VENTS PROVIDED • SF _ • AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. MC MOS32 ' EFFECTIVE VENT AREA BASED ON A 30, REDUCTION DUE TO 1/4' MESH ROOF LINE BELOW WALL LINE BELOW WALL LINE BELOW ROOF LNE BELOW D2 2OW UPPER ROOF; FRAMING PLAN / 20 CITY Of ItJOALA APPROVED i;1N'0 7 2G00 A;,. Pi'Jca GENERAL FRAMING NOTES j FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA A5 REQUIRED TO ALLOW POR HVAC DUCTING, SEE DIV.IE SHEET A -I RAKED PONY WALL ON TOP OF LOSER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. `3] ALIGN EDGE OF JOIST WITH FACE CF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE I F - 4 ) FACE OF WALL UPSET BOTTOM OF BEAM EVEN WI BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT.. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET. 4 -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 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOIIN'.BELOW JOISTS TOP OF BEAM S' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS cool BELOW JOISTS. F -I F -2 F - S F -6 F - j F -9 F -10 F -II F -I2 F -13 F - 14 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, PLUMBNG, AND ELECTRICAL. 4. TRUSS DESIGN BY MAWF. TRESS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE DI, 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' A. LINO. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T, RAFTER TAIL 2x4. VERIFY S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. s, ALL HEADEfeS ARE 4x10 DP P 1100. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND f2) TRIMMER STUDS OVER 4' -0" 140.0. SEE DIV. 06100 SHEET A -I 256 OVERRA 1ING • 24' 00 3 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND S POINT LOAD FROM ABOVE PONT LOAD FROM ABOVE W/ LOADING B , POINT LOAD TRANSFERNG 001154 6(e; PONT LOAD TRANSFERNG 001.44 11.0 LOADING HANGER Q PONT LOAD TRANSFERED BY KICKER O a , /C HOLD 0011N 51T14 SIZE DESIGNATION e" P VERTICAL STRAP WITH sire DESIGNATION TO BE USED ON FLOOR BELOW STx•4 — HORIZONTAL STRAP WITH SIZE DESIGNATION O'. INDICATES BEAM CALCULATION UNTH INDEXED NUMBER BXTENT co SHEAR WALL TYPE OF SHEAR WALL 1 —t 9tAA1 ABOVE WALL DELCW wag, . UNLESS TTWERWi6E NOTED, ENGINEERING AND ATIONS -. - 8 O V O O co 49 . 05 CEO L co _ • z CCJ A r m 0 TECEIVEi 4 rm or ux QC Tr, F. XIS NO., 9902406 SHEEP A6 5:12 5IDNGY 512 51- �IIIIIIIIII 11 24' DIA CABLE END VENT SIDE ELEVATION $c . V6'•I' -0' SIDING TOP PLATE IAN HnR aT m a R FLOOR T.F. PLATE 'WIN HDR T an � r r MAIN FLOOR REAR ELEVATION • El III SIDE ELEVATION ear v$'.P- 4:12 FLOOR CONSTRUCTION FLOORING: r. 9) SUBPLOOR: IV. 6) FRAMING: (((DW. INSULATION:? (DIV. 7) SOFFIT. (DIV. 7) TRIM:(DIV. 6) D (R TH NO BRIC% MOLD) A 2x4 SILL 2x6 CORNER BOARDS: INS1D& 2x2 OUTSIDE 2x4,2x3 FASCIA 2x8 UNO 114111111 p 111 ii irt�n i�[ M 1111111111111101111111111111111011111 1111111111111101111111111111111011111 11111�111 :�• '••ME• Oidl 11 111111111111111i11111Nn11111N111 ei�at♦>�i�.)d.�er.ri i■iiIIII.I ■;■.;;;r.; , 1 ► 111.1 1 1 1111 I111101 11 nINVAIr +r��► x1 1 ua..ISB.� S. H�IB1Bn \,,l�11� mlm111�Tmr1_s111i11`I1,1► . 1 �(� i I 11�11111�111 ONEM ! IOv: 1 11 ' i 1 1/� i11I�1IMMI11111111111rV ndli . 11111161111111111111111 I ► 1_, N . nl�.. ...I -.m1.1 . ISM elm II MEM 1 I E Li tIi - I , ��� � IL- __I Me .� if n s .. 1 1 11 ��I�l/I_�I oinI A nl�llm ummm.e_ "IIIIIIIlle ttil= IN1111fl11iti MI III 1UI IMII i ii _•.Ari1111MI IIIIIIIII NlirrllllIIMullm._ -11 .1I1I ni: .; �et _ 11 lfli r •r WIN. HDR HGT. W9y HDR HGT. 2. TRIM — 2 b Met BEYOND MAIN FLOOR TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION NSTRUCTION p 7) SHINGLES BUILDING Y (DIV. 7) 306 BBUILDI P A P ER SHEATHING: (DIV. 6) 1x4 SKIP SHEATHING SOLID AT EAVES dl I/2• ELSEWHERE INNSULLATION: (DIV. 7) R-3 R-30 RE-SAWN PLYWOOD SOPPPI`. IV. 7) 5/r OWE OW& (DIV. 9) EXTERIOR CONSTRUCTION MATERIAL WALL �D S BUILDIN G IV. 7) 11559 SIDING (D FRAMING: (DIV. (DIV. 6) 6) 2 X 6 B STUDS AT W EQUAL PEENING IV INSULATION: (DIV. 7) A•19 BAIT WI INTHOAAL VAPOR BARRIER OW&.(DIV. 9) U2° OWB FINISH PER PLANS (DIV. 0100. 3/4° T&O (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BAIT RESAWI4 PLYWOOD 5:12 1 FRONT ELEVATION $tale V4'.I' -0 ' FI OOcY - P - o Master 5E-11.11 .111111111111111111.11111.1111. 1111 11111.1111 I Entry TRUSSES PER PLAN 15 Stairway Hall FLR J9TS PER PLAN FLR JST$ PER PLAN BUILDING SECTION A -A Bdrm #3 Family TOP PLATE / WIN. HDR HGT. UPPER FLOOR TOP PLATE WIN. NPR HGT. H S ig TITLE JOB NO.. 9902405 SHEET Al IN TO' CF SLAB r } ROL BASEFENT SLAB MUST BE M RACE PRIOR TO 64CKFILLIIG. NO EMULATION ISETUEEN BASEMENT SLAB AND STEM WALL, OP F SLAB NISH 2 -0 FOUNDATIO 3/4'=T -0' Q Q 2x H [' CLEAR 1X4 TOP PLATE GARAGE DOOR UDR (SEE F . PLAN FOR SITE) NAIL SHEATHING TO HIDR UV 8d NAILS • 3' OC. • AR WALL LOG LINO. CN SIR WALL SCTED. 1 2x4 STUDS -NAIL SHEATHING LW 1X1 NAILS• 3' OL. TO EACH STUD UND. ON S. WALL 5C1E0. NAIL 8d NAILS• 3' O.G ALL PLTS- 4ID12S, N STUDS UN.O. ON 8192 WALL SCVED. 2 2x4 AT ANY SHEATHING JOINT 1/16 OBJ3. SHEATHING (MIND 311O14 STRAP TE ANOIOR (NAIL TO BOARD FORM BEND UP AFTER CONCRETE CURIES, USE 38 -16.0 Ve NAILS EACH UN D. 1 -2X4 ELATES, NAIL SHTG. TO EA PLATE (215/8' o AB. O MR( T' EMBEDMENT UNO. ON SHR WALL SC1ED. C.CNTINUOUS FOOTING = il:/1= 111111= 1 11111 =I 1/IVx10' AB. 2V 270'X346' sQ STEEL PLATE WASHERS • 4'-0' OC. (DN. 3 SHEET A -I) EXCEPT AS NOTED CA 8.ANSUALL 8C6EDILE 1' MN EMBED. (2)V BAR •TOP ▪ VERT. BAR •U'a (DIN 3 SHEET A -U ✓ ARE. J -BAR • 6' oc (Div. '3 SHEET 4 -1) HOP/ BAR • IV cc 1' -6 OVERLAP (MIN) (DIV. 3 SWEET A -U V BAR• U' oc L•2-6' (DIV.3 SHEET A -I) TGHTLEE 4' PEW. F1 DRAM WFILTER N 24' GRAVEL BED. (DIV. 2 SHEET A -U (4/ V BAR CCNT. (DIV. 3 SHEET A -I/ SOLID SUBSTRATE 4' COIL. SLAB OVER 4' ROCK DYER VAPOR BARIBCR 03300- 00000 I TEFL ' AB. Wi'X27c3/16' SG STEEL PLATE WASHERS • 4'-0' ' OL. (DIV. 3 SHEET A -I) EXCEPT AS NOTED CN AURA L SCHEDULE 1' MIN EMBED •42 .BAR 5. 24' oc 3' MEND OUT INTO SLAB ha. .4 vERT. BAR • 10' cc (DIV. 3 SHEET A -1/ - -V 110122 BAR •10'x (DIV. 3 SHEET 4-11 VERT. J -BAR • (Div 3 SHEET 4-1/ -- - -•4 HOP/ BAR• 10' oc ▪ OVERLAP (MINI (DIv 3 SHEET A -I) .4 BAR •U'oc 1 :1'6' (DIV 3 SHEET A -u 4 -- TIGHTLRE sa _. 4' PELF FT'G DRAIN WAIL TER N 24' GRAVEL BED. (Div 2 SLEET A -I? (4)'4 BAR CCNT (DIv 3 SHEET A -I) SOLID SUBSTRATE CCNC. SLAB OVER 4' ROCK OVER VAPOR BARRNIR 2111 8111 ORE 111 �II� -1110=u, 1 Tii�T 3 <IIIIS_ISIII�gNllf' � IIt=1 PER °LAMB LIME O EXCAVATION °300- OLg00 -23 BARS TO MA CH RERFORC•G OD STEPPED FOUNDATION DETAIL STEPPED 033O0.00OOO.26 17 SPA LATERAL RESTRAINT PANEL DL>oDe1Da� 4 P WALL o FOUNDATION FOUNDATION DETAIL 9 3/44 -O + + CRIPPLE WALL o FOUNDATION ,r, FOUNDATION DETAIL 3/4 =f-O 0e1O0- 03800.07 Ta 4 CANTILEVER FRM'G AT FOUNDATION 3/4' =f oeEc- 08300-02_1'J11 (DIN.b SHEET FRAMING PLAN TP. EXTERIOR WALL CONSTRUCTION PER MLA! (DIV. 6 SHEET A -U L� M eneeR JOIN • RPM BOARD LOCATE BHEATHEY JOINT • COMMON MEMBER CRIPPLE WALL (DM 6 SHEET A-1) SEE FOUNDATION DETAIL(5J TIP. EXTERIOR WALL CONSTRICTION PER PLAN (DIN. 6 SWEET A -I) TYP. FLOOR FRAMING FER FLAN (DIV.6 SLEET 4 -1) SOLID BLOCKING OVER SUFP01218 LOCATE SHEATHRG JOINT • COMMON MEMBER RM BOARD d3 I' CONT. SOFFIT VENT V2 RESALLN PLYWOOD • SOFFIT TREATED MD BILL SEE FOL DATION DETAILS POST /FOOTING CONNECTION 3/4W oeloo o•w_TA FURRING DETAIL SLAB 0 STEM WALL 3/4 -0' TYPICAL EXTERIOR WALL CONSTRICTION PER PLAN (DIN. 6 SWEET A -I) r AIR SPACE 15 BUILDING PAPER HOOKED DV NAB., VENEER TEE TO FRAME. EV. 2 SQ FT. (DIN 4 Shat AU MASONRY VENEER CONT. FLASH. WEEP HOLES • 4' -0' OL. TREATED MD SILL (DN. N.7 4U BEE FOUDATIO4 DETAILS 3 IR• IRE--11101==- II: TWIT = III III TTP. EXTERIOR NALJ_ CONSTRUCTION PER PLAINS (DIV b SHEET 4 -1) 4' CO. OVER 4' ROCK OVER VAPOR BARRIER R -10 RIGD INSULATION WO MATED PLATE ORSET 3/4' SEE FOUNDATION DETAILS 6' MN VERIFY W GRADE CONTOJFM NOTE NM OPTION CAN NOT BE USED AT SHEAR WALLS. O4200 08100.023.11 TYP EXTERIOR WALL CCNSTRLCTICN PER FLAN (DIV 6 SHEEN A -I) BEE FONDATIO DETAILS 061oOo Soo -21_TA '111111:2- 1 _re — 11111111 =11101= 111111" •.• `' Iili IIIIO_llllh_= mill= nnu= imil_IIll11. IUII =111111JIIIII =111r OFOUNDATION /FRAMING CONNECTION FOUNDATION DETAIL o38o 0000-18 5 3 =f-0' O33oo- oetoo -o3 I 03300 + I a 4' CONC. SLAB OvER 4' GRAVEL BED (DIV. 3 SHEET A -U TREATED MID BILL (DIV 6 NEE? Al) - EXT. DOOR THRESHOLD DETAIL 3/4=1-0' HANGER OPTION EXT. DOOR THRESHOLD DETAIL GLIB. TYP. (DIV. 9 SHEET A -U INTERIOR BEARING WALL (DM 6 SHEET A -U V1•• x VDT AB. • 4'-0' DC. (DIV. 3 SHEET A -U BLAB CA GRADE PER PLAN (Div. 3 SHEET A -I/ VAPOR BARRIER CCNT. SPREAD FTQ PER PLAN (DIV.3 SHEET 4-1)• 46• (1) BAR CONT. (DIV. 3 SHEET A -U EXT. DOOR AND FRN'E (DIV. 8 SLEET A -I/ DOOR TMEAOLD FLASH. AS FEDD- (DIV., SHEET 41) IERVESTRAL FLASHING 4' CONC. BLAB OVER 4' GRAVEL BED (DIN. 4.MEET 4 -J) 24 TREATED TRESHOLD TR 1 RIM JOIST TREATED MJD SILL (DIV 6.51 EET A -U M VERT. RE -BAR FROM STEM WALL 61185ED INTO SLAB TTP. FLOOR FRAMING PER PLAT (DIV. 6 SHEET A -U FILL WIDTH TREATED MID SILL HANGER PER MFG TTP. FLOOR FRAMING PER FLAN (DIV. 6 SWEET 4-I1 I' AIRSPACE TYP. V VERT. RE -BAR FROM STEM WALL STABBED INTO SLAB POST AND BEAM PER PLAN TTP. FLOOR FRAMING PER PLAN (DIV. b SHEET 4 -I) TREATED MID SILL BEE FONNDATION DETAILS POST AND BEAM PER PLAN O6100 03300 EXT. DOOR AND FRAME (DIV. 8 SLEET A -I/ DOOR THRESHOLD FLASHING AS RECD. (DIY, l SWEET A -I) IERASTRAL FLASH. 4' CONC. SLAB OvER 4' GRAVEL BED D (DIVA SHEET A -U TREATED MD ALL (DIV. 6 SHEET 4 -1) 3/4'4 06100 o3$OO- C&_T.11 TTP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. b SHEET A -I) 0 FRAMING /FOUNDATION CONNECTION o$wo- 03300•03 y. 3/4'4.0' oCnom300O TJ L A• 4. 1' -0' CANTILEVERED RETAINING WALL 3/4'4 0:3300 -00001 cco 1 2o ERAMING-PAR4LLEL TO 57EM IUALL I "a ° I J ' FRAMING PERPENPICULAR TO STEM IUALL PER PLAN TTP EXTERIOR WALL OCNSTR CTION. PER PLAN (DIV 6 SHEET A -N LOCATE BREATHING JOINT • COTTON MEM ER RIM BOARD V NCR/ BAR • 10' cc 1' -6' OVERLAP (MIN) (DIY.3 SWEET A-U V BAR• U' ocL•1'•6' (DIV. 3 BEET 41) TIGHTLRE r p FLOOR FRAMING PER PLAN (DIV.6 SHEET Ad/ TREATED MD ALL SEE FOUNDATION DETAILS, 1/11210" A 270'X3/16 SO. STEEL PLATE LATE WASHERS • 4' 0' O.C. ON. 3 SHEET A -I) EXCEPT AS NOTED ON S EARIWI SCHEDULE l' MN EFEED. .2/V BAR •TOP V VERT 5AR • IT x (DIV. 3 SHEET A-IJ VERT. J -BAR • U oc (DIV. 3 B4EET A -I) 4' FETE. FTC:. DRAIN WFILTER M 24' GRAVEL BED. (DIV. 2 SHEET A -U (4/ V BAR CONi. (Cr, . 3 SLEET 4-1) SOLID ADSTRATE rIP. EXTERIOR WALL CONSTRICTION PER PLAN (DIV. 6 SHEET 4 -1/ LOCATE S4EATHING SOLID POINT LOAD �Ft, P • L '. .61., TREATED ILD AU. SEE FONNDATIO4 DET AAA, TTP. FLOOR FRAMING PER RAN. (DIN. 6 MEET 411 FRAMING /FOUNDATION DETAIL 3/4•=1 06100 aoo•ot_TJ ID JOB NO RTTLE. SHEET D1 NOTE, DELETE RAIL WHEN SHED DECK ELEVATION 15 30' OR LESS - ABOVE FINISHED GRADE. x6 2x2 • 9 V2' OC (0.R DIET. BTUN 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 I6`oc TTP. TJI FLOOR FRAMING PER PLAN 1x PONT WALL Ax BEAN (SIZE TO REDUCE /LIMBER OF POSTS • 1 STORY CONDITION OR UNEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2 (2' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP GF PIER FLUSH WITH FIN SUB i.RADE (3` BELCw FINISH LANDSCAPING.) ON SOLID SUBSTRATE TYP. DECK CROSS SECTION 3/4'=f-0' O10 SECTION 0 BEAM 3/4'=f -O' L L L 11 3/4%1 -0' BAFEL - 6' ABOVE BATT. NSUL OR 13. ABOVE BLAIN PELL. TYPICAL ROOF CONSTRUCT. 2' MN. CLR FOR MTS. 2X mom] Y W1114(3, t IR' HOLES WATH SCREEN SEE ELEVATION EXPOSED muse TAL kL:z OvFR.W. ,ON FRAME OVER WALL DETAIL o oo- oBTm-1 3/4'�f -0' L TTP. EXTERIOR WALL CONSTRJC1104 ROOF BREATH. TRUSSES PER PLAN TTP ROOF CONSTRICTION DBL OR GT. (PER FLAN) SKYLIGHT FLARE WELL DETAIL WALL S.D5 BEYOND DEL JSTRA, N BLOCK 48 NEEDED SEE SEE PLAN FOR PP RISE 1 RW DTENSICNS 3/4' PLnUOOD RISER I VS' HARDBOARD TREAD um EASED NOSt 3 5 STRINGERS Pr. WA CENTER STRINGER WTH 2 - ?x4 STRONG BACK TTP. NAIL WWI STRINGERS WV (2) Ibd TO LISLE 911.8 5re' TYPE 'X' DNB. As RECURRED SEE NOTES BELCUI Ix KICKER PLATE 0 73 0 04 610 0 -01 06430-07 300-15 L IEADIICOM ML 6'-d', WIDTH MR 3' -0' PER 4. WALL ERE BLOCK. • BM, TOP b06b AB 1 BOTTO1 1 ADJACB1t 9 ) PER UDC 2. TREADS NANDRA 9• MN DEP L MR 34' TO TH RISERS b' MAX Tipp_AD 5 R COV ER 1@192 S 3., {4YDRN MX. 39' OVE TREA. COV UABLE SPACE UNDER STAIR WIN NIoe* N4YDRAL 1 N' 19N. TO 7 MA)L CROSS "PEERED' TYPE 'X' GWB. FtR 1EC 9EC210N D94 1 1 V2' ER CLEAR FROM 6. " PEERED ' IET B 4 LISTER9 9i14.L EL SPACED WALL. PERM RAIL B.S PER IBC' SEC .06.9 4' APART IFT OPEIIPY PER UBC SEC 5093 O STAIR SECTION DETAIL L 3/ -O' � EAVE DETAIL oe10001 0-37 6 3/4'=f oes000ewO'oT C 0 J 3/4 4.0' GABLE END DETAIL TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BARGE BOARD FER ELEVATION 2X4 SACKER FOR BARGE - NAIL G. SIP BNEATHN.S WATH 16d • OL. TIP. 2X4 CUIRGGER3 • 4' OC. WN 2X2 SEMEN FOR TRU1 TTP. EXTERIOR WALL CCNSTRICTICN TYPICAL ROLF CONSTRICTION 0e1O0 07300.00 S(3 TRIM 2X BARGE TIP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAL 14. 1A6'D9B WTH 16d OC TTP SOLID SKIP SHE4114 • MER1AN 0ACKSPAN SHEA11.IINj T OVEMOSIG TTP. BLOCCJ AT GELS. LNE J TTP. EXTERIOR WALL CCNSTRICTILN BALLOON FRAME GABLE BV W1411 EAVE DETAIL 3/4'=1 -0' EAVE DETAIL 3/44-0' EAVE DETAIL 3/4 *4-0' R ( EAVE DETAIL oeloo- o7aoo-08 3/4'm'f -0' L ONFEL - EXTBD 6' ABOVE GATT. EUL oR R' ABOVE BLOWN PkYIL. . TYPICAL ROOF CONSTRUCTION 2 MIN . CLR FOR VENTNG I N. 49' FACE OUT9L7E FACE CF WALL 2 9 (3 3/ 2' 1 SEE ELEVATICh EKED TRI18S TAIL _–; TTP. GUTTER OJER4ANG �; FASCIA PER ELEVATION FER PL4J ttP. EXTERIOR BALL CONSTRICTION oewo- oroo -cr 00700.07300 -O2 0810047800.04 TIP WALL CONSTRICTION WTH WILL SHEATHING PER SQ.:I c BOTTOM RATE NAILING PER ...ALL VW). 2x BLOCKING TTP. FLOOR CONSTRICTION SHEAR WALL • SHEAR WALL EXTERIOR SHEAR WALL 13 PERPENDICULAR TO FLOOR 'JOISTS ®PERPENDICULAR TO FLOOR JOISTS ®PERPENDICULAR TO FLOOR JOISTS n oon- artico-1 3 /4•=f -O• moo-woo-or 3/4=7-0' SHEAR WALL ® PARALLEL TO FLOOR R/ 3/4 -0• 4 T PE�R WA.L6. BOTTOM PLATE NAILI . FER SHEARUALL SCHmU.E PANEL ED. I FIELD NAILI. PTR SOF Ep4E 2x tM.00KRYG 1YP. FLOOR CONSTRICT. m•. WALL CONSTRIOTICN WITH 11.1.E SHEATHING PER SONEDU.E BOTTOM PLATE NAILING PER SEARWLL SCHEDULE PANEL EDGE 1 FELD NAILING PER °uaIEDILE FLOCK JOISTS PER PLAN ALIGN FLOOR JOIST W WALL R� SGJEDILE TY, FLOOR CONSTR1CTIC N TTP. WALL CONSTRICTION WTH WELL. SHEATHING PER 6CHEDIILE NAL FLOUR SEATING MS AREA UN 10 EDO.. d • ar oc. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING FER SH EARUALL SOEDILE PAEL EDGE !FIELD NAILING PER SCHEDLLE FLOOR JOISTS PER PLAN 7x BLOCKT .'i • ALL PAWL EDGES PANEL EDGE 1 FIELD NALING PER SOEDILE A35 CLIP PER SHEARUALL SaEDULE SHEAR WALL PARALLEL (\TO FLOOR JOIST- OFFSET CONDITION 3/ m000.omo- DOUBLE STUD AT HOLDO N CONDITION TYPICAL WALL CONSTRICTION WITH WALL SWATADD PER SCHEDULE FLOOR FRAM PER PLAN SIMPSON DIOLDOIW PER PLAN MID SHEARUALL SCHEDULE &I ON HOLDOW ' AND SHEAR UM SCEDULE SEEAa:H. DETAILS FOR PDwDAngN cQmlrlNalS ffiE4)RU4LL s E ® SHEAR WALL HOLDOWN 3/44P -0' L EXTERIOR SHEAR WALL JOISTS ©P RRALLEL TO FLOOR! JOISTS 117C00-0000-08 L l SHEAR WALL PERPENDICULAR 1 TO FLOOR JOIST— OFFSET CONDITION CANTILEVERED FLOOR JOIST 3/4• f.. ' 1 1- • noon- oeIOO -n STANDARD SHEAR DETAILS & SCHEDULE TYPICAL WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE FLOOR FRAMNG PER PLAN BOTTOM PLATE NAILING PER SFEARUALL SCHEDULE P ER SW ARM, SCHEDULE SIL iEPREAC FO AN ION CONDITIcNs ROG'i S FLOOR SkEATHhJG WALL L ROOF SWATHING: 1/161 0913 APA RATED SHEATHING (24/01. LAY LIP ID/ MINIMUM VS' SHEAR W PARALLEL CLEAR BENEEN PANELS TO ALLOW FOR EXPANSION NAILN;• SHALL BE 8d AT 6' oc TO FLOOR JOISTS ® FOUNDATION AT PANEL EDGES AND 12 oc AT INTERMEDIATE HRAM SUPPORTS. EDGE CLIPS • 24 OC. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SPEAR =18Dx062 =148pIT 3/4•° — 2. FLOOR SHEATHING 3/4' CDX T. APA RATED PLYWOOD (48,24) NAILED AND GLUED. ADHESIVE SHALL COtFOR1 TO APA SPECIFICATION AFG 01. PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT 6' oc AT PANEL EDGES MD 10' oc AT M1EF3'EDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR =215x0132 =1TIpsf 3. PLYLUOOD SHALL BE LAID LLV FACE GRAIN PERPENDICULAR TO EUPPORTB AND QND JONTS STAGGERED 4'•0'. TTP FLOOR CONSTRICTION TYP. ENTEROR WALL CONSTRICTION WITH WALL SEEAENING PER SOEDLLE BOTTOM PLATE NALNG PER SNEARUA.L SCHEDULE A. CLIP PER SHEARUALL SCHEDULE CRIPPLE WALL (DIV. 6/ SHEATH CRIPPLE WALL SAME AS SHEARUALL ABOVE OR PER SCHEDULE SILL RATE PER SCHEDULE SEE AxH. DETAILS FCR FOUNDATION CONDITIONS SHEAR WALL ® CRIPPLE WALL 3/4•=1 - 17000- 0S3O8-OS CRIPPLE WALL (DIV. 61 SHEATHING PER SCHEDULE PANEL. EDGE I FIELD NAILING FER SCHEDLLE ANCHOR BOLT PER SHEARUALL SCHEDULE (21 M BAR CONT. (DIV. 31 J SHEAR WALL 0 O CR IPPLE WALL - INTERIOR p000.08180.24 L • SHEAR NOTES GENERAL NOTES I. ALL SFEARWALLS SH OLLN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOIIN SHADED!. 2. PROVIDE TUIO STUDS AT ALL HOLD DOWN LOCATIONS. SEE MAWFACTURERS REQUIREMENTS MD DETAILS FOR EACH TYPE 3. OF HOLDOLL5. STRAP, AND CONNECTOR FOR PROPER INSTALLATION 4. ALL PLYWOOD OR GYPSUM SHEARUALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY GN 57160. EDGES SHALL BE STAGGERED AT CENIER OF STUDS AND ELCn C ED PER SCHEDULE. 5. DO NOT OVEPLI RIVE NAILS INTO SHEATHING. G. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO. NAILS IDLLEES PRE - APPROVED BY THE BUILDING OFFICIAL Dz000 - 12_ 0 NOTE: ALL ON THIS SHEET I9 NOT NECESSARILY NCORPORATED INTO PROJECT. COORDINATE WITH PLANS. CI ?Y NE F EIf ED I,A JOB Nil, (I) TITLE 2 SHEET Si SFEARUALL PER PLAN AI S)EARWAU. SCHEDULE: DOUBLE STUD BOTTOM PLATE NALNG PER S4EARUW.L SCIEDILE Ix BLOCKING BEAM PER PLAN ®HOLDOWN STRAP AT CRAWL SPA AC C � E 100 - 29 TIP. WALL CONSTRICTION WITH WALL SLEATHE PER SCHEDULE BOTTOM PLATE NAIL!.., PER SFEARU4LL eC>EDULE DBL JOIST OR BEAT PER PLAN TIP. FLOOR CONSTRUCTION 14 HOLDOWN STRAP AT FLOORS 10 DRAG STRUT CONNECTION imoo- oeioo-v 3/4' =1-0' STANDARD SHEAR DETAILS H SCHEDULE T/000-08 100-30 NOTE: UBE ON ROOF O INTE RIOR SHEARWALL TO ROOF COND. O HOLDOWN STRAP ® FLOORS 3/4 ='-0' goon- oewo-Oe I 3 /4r-f-0' 17000- 00 -P 7)bd d NAIL • 4' oz. • EA OUTRIGGER d NAIL • E, oc 70 TOP CHORD BLOCKING 14 BARGE 1 bd TIRIM 744 BACKER FOR DAR.C£ NAIL itIROL'A1 SKIP SLEATHMG WITH 16d 7x4 OUTRIGGERS • 4' MC. WTH JOIST HANGER • TRUSS' GAOLE BAD TRUSS 435 CLIP PER SLEARUALL SCHEDULE. TYPICAL ROOF CONSTRUCTION TYP. EXTEROR WALL CONSTRICTION WITH MALL SHEATHS. PER SCHEDULE O PLYWOOD ROOF CONDITION 7 3/4'=80' 17'000- 0e1009e L (1) IS d 8 d NAIL • 4' as • EA CUTRKGER d NAIL • 6' oz. TO TOP PLATES BLOCKNG 1X4 OUIRIGGER4 • 4' OG WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION TIP. EXTERIOR WALL CONSTRICTION Al WALL SHEATH.G PER SCHEDULE � O UPPER;WALL TO LOWER ROOF CONNECTION .SHEAR WALL m GABLE END 12 \! TrooaoeIoo'al 8 34 troop a•ioo.te (7) SUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE MPFA N MST STRAP PER PLAN 4 REAR WALL SCHEDULE PM JOIST OR LEADER PER PLAN PANEL EDGE 4 FIELD NAILNA PER SCHEDULE TIP EXTERIOR WALL CONSTRUCT. W. WALL SHEATH!. PER SCHEDULE T 1-p. FLOOR CONSTRCTION PLYWOOD ROOF CONDITION 3/4• =80• n000.oe+0004 NOTE: ALL RFOR•TATION ON 148 BNEEE 18 NOT NECESSARILY MCORf'ORAIE) INTO PROJECT, COORDINATE.. WITH I•LANS. (LF TITLE JOE NG SHEET S2 ... SHEARWALL SCHEDULE p117N 3903 'RU1I7N ardld N)o1 61108 aa+am 3171d 114 61610f xC '�tl117N 14 60101 616101 Vl ld 40101 x%7018 M117N 31716 WO1108 'dH MOd 9 •OVO1 318711017V GI -1 r v r a 9 b 9 9 b b ! 9 a0� YES 5/8' • 48' A35 Wd • I2' 1601 • 12' IP,O PLF 1R' GIB ONE BIDE 5d NAIL • 42' GI-4 OR COCLEP. . YES 5/5 • 48' 4.3 33' Wd • I0' Ibd • 10' I25 PLY 5/8' GIB ONE BIDE FOR I/2' G2 -1 V2' 113 SIDES 601 YES NS' • 48' 10' 16c1 a S' Ibd • 6' G2-4 OR COOLER YES 5/5' • 48' 20' Wd • 6' God • 5' 5B' GUS MO SIDES FM 5E' • PI-6.4 YES 5/5 • 48' 20' Ibd • 5' .6d • S. 150 P!F PI -6 YES 5/e' • 48' H' lad • 5' Od • 5' 240 PLF PI -4 l/W' 0913. YES 5E' • 32' U' Ibd . 4' Ib• a4' 350 PLF PI 3 CNE SIDE YE5 5/5' • 24' Ibd • 3' I. • 3' 450 FL/ PI- 310`� USE 3x STUDS YES 5/e' • 14' �5 CLIPS Ibd • 25' Ibd • 5' 545 PUF PANEL EDGE ad YES 5/8' • K' 488 � (2) ROWS (2) RQIIB 589 PLF PI-2 USE 3x STUDS BOX p5' 3 STUDS . 601 • S Ibd • 4' BTAGG>L D OEL. RIM 1/16 058. TWO SIDES OIA (2) R7U8 (21 ROWS P3 -4 STAGGER SHEA,. JOINTS W/(1) STUDS YES 5.'b' • I6' A35 CLIPS 1601 • 4' A • 4 100 PLF PANEL EDGER . - .. .. .... _ DBL. RIM (2)RDU9 (2)ROM P2_3 YES 5/5' • U A35 CLIPS •5• 1601 • 3' Ibd • 3' BT 900 PLF WW4 -4 HARDBOARD, SIDI..a bd CQ•MON NO 5/8' • 48' C Ibd • 5' Ibd • 5' 202 PL +- OR F-Q1AL - •.:rl ?.. m _ i ll ii MILN PI ems N mum 11 1 11 1 11 __ � = iPL -4r- ,I FOUNDATION SHEAR WALLS O PONT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADNG W POINT LOAD TRANSFERIFLS DOUN ®c POINT LOAD TRANSFER.. DOM W/ LOADING �� uenrcv FONT LOAD TRANSFERED BY KICKER �P' /' • HOLD DOUN WITH 517E DESIGNATION F'� VERTICAL ON F STRAP WITH 917E DESIGNATIGN 1 TO BE USED LOOR BELOW ST HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER SYMBOLS & LEGEND EXTENT OF WEAR WALL TYPE OF SHEAR WALL 1 =i WALL ABOVE 212.1266 WALL BELOW JNOTE, UNLESS OTHERWISE NOTED. ENGNEERNG AND CALCULATIONS ARE NOT PROVIDED N THERE DRAWINGS. .SHEAR NOTES 16LES5 OTIERUISE NOTED RESIGN CRITERIA SEE CALQJLATIGNS FOR DESIGN CRITERIA GENERAL NOTES I. ALL WEAR/LOLLS SHOLN ON THE FLOOR FLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 94 N SHADED, 2. ANCI4ORAGE IS FOR SHEARWALLS(PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 6 OLLMN) PER TABLE 23 -I -Q. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED A5 SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UBL. REQUIREMENTS. 4. PROVIDE TUkO STUDS AT ALL HOLD DOUN LOCATIONS. 5. SEE MANLFACTURER'S REQUIREMENTS AND DETAILS FOR EAC,' TY'4 OF HOLDCWN, ST RAP, AND CON'ECTOR FOR FROFER NBTA- LATIOPL 6. AL'. PLYWOOD OR GYPSUM 54EARIIN L5 SHALL BE LED HOk/21JNTALLY OR VERTICALLY CN STUDS. EDGE5 SHALL eC 6TA[faERED AT CENTER CF STUDS AND BLOCKED PER WHELXI -E. 1. DO NOT OVERDRIVE NAILS INTO SHEATH...•. a STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE BUILDING OFFICIAL ROOF .1 BOOR 91'1EATHAd3 L ROOF WEANING. O5B APA RATED SI-EATHING (24/0). LAY UP W/ MNIMIN V8' CLEAR BETW EN PANELS TO ALLOW FOR EXPNISIQU NAILING SHALL LE 8d AT 6' 55 AT PANEL EDGES AND 5' oc AT NTER'EDIATE SUPPORTS PROVIDE EDC5 CLIPS • 24' OC. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPNRMI SHEAR•s0U0B2•H2pef 2. FLOOR 54454N55 3/4' COX TS5 APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADHESIVE SHALL CQ*FOR11 TO APA SPECFICATICN AFG CC PROVIDE T•6 EDGES AT LONG PANEL EDGES. NAILING SHALL BE Md AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPwS41 s€AR•26rID92.RTpef 3. PLYWOOD SHALL BE LAID W/ FACE GRAN PERPENDICULAR TO 51PPORTS AND END MAIN F .00R SHEAR WALLS D2000 1 PN S TMP. • N.•2ACIIlAI I DCeIGPLATIONs UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ) ACCOMPANIED BY 'WET' STAMPED" CALCULATIONS I R! DECEIVED ('I Cl'= r�,JKWILA m i V 0 0 U i Q 6 N � Z US a ° ° !TILE .IDS .8902406 11997 UBC