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Permit D99-0275 - The Junction Lot 17 - New Residence
The Junction Lot 17 i City of Tukwila .. ( } Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 377930 -0170 Address: 5618 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License THE JUNCTION -LOT 17 5618 S 150 ST, TUKWILA, WA 98188 TRYON CONCEPTS PO'BOX 146, RENTON, WA 98057 .DON TRYON 14420 SE 84 ST, NEWCASTLE WA 98059 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ************************************************• k***** * * ** * * * *•k * ** * * ** * * * * * * ** ** * *** Permit Description: CONSTRUCTION OF A 2,359 SQ FT SINGLE FAMILY RESIDENCE, 536 SOFT ATTACHED GARAGE, 26 SQ FT COVERED DECK AND 100 SQ FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE:SANITARY SIDE SEWE R, WATER METER, WATER SUPPLY, STORM DRAINAGE AND A CCESS.. ********************************** k****************@** * ** * ** * * * * ** * ** * *** * * * *** * * * ** Construction Valuation: $ 214,958.86 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No:. Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: 139 139 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 ***************************************************** * * ** * * ** * * * * * * * ** ** * * * * ** * * **** TOTAL DEVELOPMENT PERMIT FEES: $ 3,146.29 k* k************ * *** * * **** * * * * * ** * ** * * ** * ** * ** ******* **** * ** * * * * ***** * ** * * * * ** * ** *** OCCUPANT OWNER CONTACT CONTRACTOR DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. No: TRYONCL013DH Permit Center Authorized Signature:_(). Print Name :_MQN:. C/ Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1997 Fire Protection: NA South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: Phone: Phone: 425 -228 -9750 Phone: 425 -255 -6518 Phone: 425- 255 -6518 Size(in): .00 End Time: Fill: (206) 431 -3670 D99 -0275 ISSUED 03/07/2000 09/03/2000 lilt Date: - 2): ; ) - 21)60 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. S ignature: 0`� /7110q Date: V This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 4 ,• • CITY OF TUKWILA • • • Address: 5618 S 150 ST Permit No: D99-0275 Suite: Tenant: Status: ISSUED Type: OEVPERM Applied: 08/09/1999 Parcel #: 377930-0170 Issued: 03/07/2000 *P.4.*******************4,****.A** A****** k.A1A*****icicA*AA k***1**** k A A A AA Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Divisibn. 2. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until 'final inspection approval is granted, 3. Electrical permits Shall be obtained through the Washington State Division of labor and industries and all electrical ;work will. be )nspe'cted by that agency (248-6630). 4. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health, Plumbing will be inspected by that agency, including all gas piping (29674722). 7— — 5. All mechanical work shall be under separate permit issued by theCitY,of' Tukwila. All construction to be done in conformance with approved , plans and requirements of the Uniform Building Code (1997 Edition) as amended, .Uniform Mechanical Code (1997 Edition), ', and :Washington State Energy Code (19)7 Edition) 7.,V*4dity of Permit — The issuance of a permit or approval 'of 01*1,S, specifications, and computations shall not be con- strOed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give, authority to violate or cancel the provisions of this code shall be valid. 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. 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. 10. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY. SLOPES AND STOCKPILES THAT ARE 3H:1V 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 AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 11. Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turninq radii shall be a minimum Drivewa ° Oa11 paved for a minimum dirt: of gyp f rom the edge ti exist g road `pavement AnyI.Materi al spilled onto any street shall be cleaned up immediately .Haul i n over 50 Cy, ,:s ?hal1 equire app l ration for a Hauling Fermi t prior to any associated activity WATER METER •SUPPLEMENT DEVELOPMENT PERMIT.. . ATER;: Appi..i.ed Date`: 08/09/,1999 Issued Date t 0,3/07/2000 PeriO ti 'No tatus Site Address Locat`i,on' `: Meter :'TYp Meter ; ze Quant,i 6S!, r orb. OrdOvNQ: Connection Fee Instal l fDelriosit: Add ` 1 'I 1 V¢Depds,,i t: Pian,. f •ev Eee: Ins}ie i ar�Fe °e Water. Turn On Fee Spec ial.`1 Ssessmenty... ate er Fee' vy. TOTAL WATEFE'4`MCTER; FFEG : PUBL:If :'W.OR ; D99�0275. ISSUED 5618 S 1 W Project Name/Tenant: _,_. k �� 11 1> . Jv c o c c G Value if Con ru ts Site Address: ., / ..,�,,ccity S�tcate�/Zip : 57XX S r' ../1„ �(r�Mrwt(� (,cJG Tax arcel umber: -- 3 7 7 230 -0170 Property Owne� G / SUN 14C� L GC Phone: 2 5 , ZP ?75 G Street Address: /30 (4 /2 _, u / /4) Cit State /Zip: Fax #: Contractor: �--- i Phone: Street Address: City State /Zip: Fax #: Architect: j'.k /2 ,1A7A r e Ph � f S 30 Street Address: City State /Zip: /3460 �orfb - Dfi Gr h y 1 0 w�: 9;0o� Fax #: S �4/ 53 4P Engineer: K . �/C ; loc- Phone: Street Address: City State /Zip: Fax #: Contact Perso • .-r-` b) ���U� Phone: X4 5 . 255 G5le Street Address:( 5r 84 , 9 » it to o 9 Fax # e , ,st e.55 ,;)c Description of work to be done: tie cv l u� Type of work: 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: )2. 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: ; -,735 sq. ft. Dwelling iC2 sq. ft. Covered Deck(s) 536 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) i0G sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) :A{ *For an Accessory dwelling, provide the following: OK 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. CITY OF TU! '!VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 R STAFF USE ONLY Project Number! Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: lb► Cut $ G& cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public 91 Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Sanitary Side Sewer #: 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. Dale appl on opted: Date apple 1Gattiplre�� ApplIcatlonj4en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING O ER 07 AUTHORIZED AGENT: Signature: ' Date:yt? Print name:, j v . / /L �,� ' 1 ne c'S565 • / �'� : ' ,- `6 , e l � �S l Address: /442 � ..� ' .a � - � e5. .7�- Ci /S lat / i .,�� -�� �: ,i.6s•s,> ALL SINGLE - FAMILY RESIDEN' ' L PERMIT APPLICATIONS MUST UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B 1 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 El El 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. ❑ El 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: El El Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ El Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ El Building height El El Building cross - section El ❑ 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). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. S1= PERMIT.DOC 2/13/97 4*k ** 4** A•*• kkAA•* A: kkA: 4: 4*•..** � ** *44 k1*'? - A'-* A•*-A* 4. 4. **!r44*Ak',1•*•*•k:h4**AA4s** 'ICI l Y OF I UkWI1.E►, !�!A I "1 �� " o2 t t- ii. ",fiil:1 k: **1 **.% *4 *A* ** *A- *4•A*A * *.4*A *:* *AA 4 4 4, *A * * *4.•:4••4:4 * *•k t fti,NSM T Numb-r: R9800245 Amount: 2.081 .75 03/07/00 09:48 Payment MeIhodt CHECK Notation: TRYON CONCEPT'S Initw WIER Permit No: D99.02.715 02i;i Type:: I)EVPERI4 1)EVE I.OPMEIIi PERMIT Parcel No: 327930-0370 S i to Addreser, 561B S 150 sr rK•i.s Payment, ***Ik ** * *•*•a * 54 k4 * Account Code 000/322.100 000/34'L.830 000/345.830 "000 . 3LIc•: , 904 000/342.400 412/342.100 402/342.400 101/3811.1.02 401/380.'520 401/342.100 401/:143.405 000/32::.100 000/345.830 Total Fear_.. 3,146.29 2 Total (-ILI.. Pints: 3446.29 Balance: .00 AA• ** ** * * *k A. *fi A* 4 4 ** *4A4•b*444444A•44 *44' 1)ecr li of i un flU1 :LD1 :NG PLAN CHECK • -_ UTILITY PLAN CHECK - WATER I'IE I ER. STATE BUILDING SURCHARGE INSP i EE UTILITY INSP FLI ,_ STORM DRAIN INE;P. FEE cii'1E ti+,78 WATER CONNECTION 41ATLR "1 :NS'i!1L.LATICiN (DEP) WATER .INSPECTION FETE WA1 ER TURN -ON EE: LA141) ALTERING PERMIT FEE LANG ALTERING PLAN CHECK Amount 1..0.37.75 20.00 1.0.00 4.50 15.00 15.00 20.00 60.00 150.00 :l ".5.0() 25.00 72.00 ; r s s U - eo J •i' r* k* A; ksl•4* aYst 4 A; ei sl. ikk kkA 4•kic # 4•k+1•:'istst:4s %*4st'4•A .i *A7� k1'•,'. r� r t oE r u I'WIE.ra l� D71 IRAN :son' r k st. st'�c * st l k, A +t fir' s1 A.o1 A .fir F.ic ***A' 5 A 'k, 4 A, it k * a• •k pF }• A• A :t k L sl• +t * •k k 4 •k i * A •k •.l• st h r, Titii i1.4T'f, U 4tier.; it ;18001:? Amount: - . 1 ..(?ir�44:;�,' OH/09/99 02:25 E' .Etvmer�t.�Methodz CRECK Nate 1lY.Or LCst:CEP1';i l�stt T1.1! P.cr'm i t No :. 099,027,5 • Tune: • t)[�:'.'NLi.M t)C�)LLupf�ENT PERA 1' • :.This NaVmerit ].;,(361. %I Total ALL Pmts: Ba•i anr4 t 1.61225 *A*sl• - A{rk.i.A4,:•k**kii #stistss' 'st*•k• {•Ast.A•A** #•k•4 .k •k•4'0 #•k*4*aA•d, * *•4 ** race: aunt C 0 Desc;r•iu.t.ion Amount 000/345.840 PLAN CHECK f ES ' I,Q64.5't 5854 08/11 9717 TOTAL 7699.30 Project: ( jucv1 f Type of Inspec ion: I 1 Address: $(o Ia 5 1 SUt'N Date called: ),)-1 9 DD Special instructions: Date wanted: l �('' ')" -- «'W . p.m. Requester: 1 Phone: •■._..,.,,..,.._.,. .. .. . _.........,,�. ��,.,.. w ... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 p proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: � ��� -P i \tre vr4ui61.try- pprOtie a." A)0A P 5 - Vv Ui�' 4, ' 11 — cc0 Inspector:` *R s044 4 1. _ Date: I ` Ub ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORL Retain a copy with permit PERMIT NO. 670 Proiect. j Cpl Type nspectio lilq Ad is ) 1 {� si , s Datq cillet Special instructions: Date wanted: 12 -a-00 a.m. Requester: OY1 P rZC)55- 6 5/8 INSPECTION NO. COMMENTS: f( aeditar,ez-ri - 12C-#7/- -- _. 9 71 //W (;7' er ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: - k Tunc.. 1 (4- / of Insp, ccion: . 0) ,c7/1.63) Address: i *cto /9 /50 - r Date called. Special instructions: Date wanted: g 0 a.m. 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 P%7- 61z75 PERMIT NO. (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: R xJ Civan /2-/13/5 pez 61,/ Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: l I � Ile nylon Type of Inspection: P rival Address: - 5 W v 15041 ' gt Date called: (2, l �+ D Special instructio Date wanted: (Z p .m. Requester: D Oh Ty Y ofl P hone:44 2 S 05 o 25- wix 14,12 sc Cl S.ml..MYO M1=1: 0UBO%:i.aX;If 5.Ja0Sri ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, .Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS (1,10310 0 ■1 /,s i, 12.0», try Qom amiArAzto t i r5' Thew Date: 1. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:— of Inspection: eDj) Address: 1 Slo t % S. i Sa I Date called: q 757 ° Special instructions: 1 Lf.J • ' a.m. Date wanted: 4 /17 CO 0 J p.m. Requesterr HAI / Phone: Sb Pk) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 **a INSPECTION RECORD Retain a copy with permit alewm..•■••••■•5•UNT.M4•43111IVIMMOSIVIVVIbarirgr•T2 • • PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: al) 4.s 7a�1a cili& 114 co,,yta-,11 - 7) S o 11//3/00 ••■ ) 7// gAd 6v-Qt. Inspector: 41/ Date:, Ei $47 REINSPECTION RE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: 0.1E) 414,14' .4 • ',Sc.10 Saftie.lo...1 • t • • • Project: I/A( - o,, La i- n Type of Inspection: ,5S Address: 136 r - Date called: Special instructions: Gt.1 I Z14° Date wanted: r a.m. P.m. Requester: Phone: ...w.m..........* TS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 J Approved per applicable codes. ()WANTS: Vti-52:7 PERMIT NO. (206)431-3670 f/r 3/Qo 14-4-4-0 • /2 1 /!V/& 744,7,10 94w-91,N Corrections required prior to approval. Inspector: .4() Date: $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: .. r - u,sit.e ik Type of Inspection: 6C /t3- Address;.., ,I 6(a ii 5. / sZik Date called: Special instructions: Date wanted: am. P.m. 3 a o . Requester: A 4/6 17 7 4 Phone: ( pfr._ ild- 5 0 4 ce ecX INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: /2-1 Vcu MI) 1A-fu ap /14tA_Tv-eel A94-e-4ei i eGt_,0 9 a , r Ap-a-L, ." . A. . . . . Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. Receipt No: Date: COMMENTS: , SA00 #.)--,--( 111 a4Aivt/119-; nici s'Gc.4 ,4,040, 44 ef,e/pd LA- evi til 3 7/0,d Xid kzuti) 6L4,1 v-.L..QA,- eyh , cia_. tciez I , t./ , f it / 4- Sito fc-e)--, 41 6,540.0 CIIK-Ce 0 #4.1 4wi r4Ceia_2421041 • , 17-7670d -i-vvo--0 V t. Project: j — Type of Inspection: 44 Addre si s 5 1 0 : t _... ISO S. ik Date called: Special instructions: • , Date wanted: /1 t. a.m. P.m. Requester: / ,..... Phone: I V brattaWatIVMMWIMPAtrIlr.' A 1—/4- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Suthcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431-3670 111 Corrections required prior to approval. Inspector: Date: hiy $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspbetion. Receipt No: Date: " . Pr3tt: ra_k _ torv. Lcrt..., t Ty41nspection: Address: F)(0 1 5 \ SCD*- Date cant Special instructions: - P o , rrh ri.c t J • Sstcor I— Date wan : a.m. -- — — OC) (P.rrrN Rtzi..\\ 4s-- ags-- Gs ( g • INSPECTION NO. COMMENTS: Date: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Vic1-0715 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: A's a, ' fr . 1 qr • ^& 4.1:•• • t•••4 r CI TY OF TUKWILA BUILDING DIVISION K Approved per applicable codes. COMMENTS: Inspector • < '� << IAJSPECTION RECOR Retain a copy with permit i DO:6)-7 INSPECTION NO. PERMIT NO. _4 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 P oject: • Lcric O(\ Lo + 11 ddress: S pecial instructions: ( Sr* f-CU ection: � neat ti 1a. atecallg (7) (� (a.m' p.m. Date wanted: UCH Requester: P one: a-c =(0512 Corrections required prior to approval. I Date: t , El $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project.- , s kif A -2 t.) IS ) / Type ofspection: . Date called: Addr ew , .. 1 .... 1 . 441 _ Qt ›GP t 5 4" Special instructions: • Date wanted. 7— 00 erf Requester: 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 proved per applicable codes. Li Corrections required prior to approval. COMMENTS: Inspector: Aide AlL El $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: k&:..hrt N h.L1' Airs . we 211 L. 3 T. ‘ectit (A. Li cion cq 5 IC -t- [ cali 00 Special instructions: Date wanted: e l — T y( i t et Piti— TN --- Sc - `440 tq• X■ LOTS I NSPECTION- RECOR Retain a copy with permit INSPECTION NO. CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . • ' :••• f",e j•,74.4._f• qg PERMIT NO. (206)431-3670 ga Approved per applicable codes. El Corrections required prior to approval. COMMENTSi 4 )2 ..... . ..., • • Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: li.ev:.041:e.aktt?e'V.itttikkAk....s2.gaktil.**Lma. •I• Project: . L.04-)"") Type f Inspection: e i 5 -i.) . IC0 ST f..) Address: Date called: "I 1 S- CYO Special instructions: Date wanted: p.m. Requ.ester: Ut) r \ ■./ c D (1 Phone: 4 12-- 2-5C- C, ...,...** 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. rrections required prior to approval. COMMENTS: ChlA jJ f rr Hot. is I azAJA../ S . A, Al eAr - ro e A./K.>.42 12 , 67LAe ouci ok Iv AxsucA pc Inspe 40 1 Date: $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: j%)0(;TlO - OT' 1 1 Type of Inspe lion: RccF 514 -A' N I LI h ) E - t jE reRluts wAu-54 Address: 5 `° ' S 1 is Si Date called: 5 - ' -0O Special instructions: Date wanted: S-. 9- on p.m. t1egue4 Phone: - PYC-&)5 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [y Approved per applicable codes. INSPECTION RECORD Retain a copy with permit } Dc19 - a - 151 , . ;'1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Ins Date: 0 .. 9 � 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: tJL� cA1�►��ici P 'ect: dicyl L (3 Type f Inspection; — I CAT/CO I C pa dress: Date called: Special instructions: • • Daterrrei a.m. Re. uest bra i ......- P : L- - 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Ivatempuipt. ■••■•ft0.1111741.4..es..P.53■1*...1, A i PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: fl 907/z../41 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 9 COMMENTS: ,. i 4/ ' 4 s' If if ,M1 to �i / If Special instructions: . f �� . ....` 7 Date wanted: / C�- J ' equester• 1 r`, �� r on i ' e : i► . /o/s- J --- ' t .55 : o. Project. T z n� t-m Type of Inspection: S 4- 5'0 Address: _ $ 5b t. 6 I SP' +- Date called: L/, / CD Special instructions: . f �� . ....` 7 Date wanted: / C�- J ' equester• 1 r`, �� r on i ' e : i► . /o/s- J --- ' t .55 : o. INSPECTION RECORD Retain a copy with permit INSPECTION NO. r CITY OF TUKWIL-B BUILDING DIVISION 6300 Southcenter Blvd, X100, Tukwila, WA 98188 • Approved per applicable codes.. PERMIT NO. (2063431. -36 orrections required prior to approval. Inspector: 6U Date: t 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mast be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt NA Date: • S. Project: i.ivi (4 1/4. 1.nn Type of Inspection: 07 elk-e,#),--6 Address.: , . c ( 1 g 6) /,5614-. Date called: I 6 Special instructions: ' i ? Date wante : — 6.2.) 0 Requester: Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ibW7--rYzs PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required pnor to approval. OMMENTS: • ' t • A ft Inspector: Date: D $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: NJ LA--14. • Type_c�f In pe(c�tiionn: sr I rv! 8 . ' �b D (__ (so Special instructions: 1.--64— (/ Datg vyanted: lee R I F) or ,....... .2._ ......46,631 INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ell Approved per applicable codes. • PERMIT NO. (206)431 -3670 COMMENTS: /) /add so: / ,5.ep 177-1 fre6f 2 ?'" Inspector " Date: Corrections required prior to approval. El $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No: I Date: 6:•.vSC.. �Vd.r .• :t:. .n.' i... .. ._7.ti T \._ .. r _ _ .i • .t .. a:,, ,Nef....•)!l. sar. .. .. �,.: Prot: &DT TT wciu Ad ss: 0 IS 3 • 500(1 ei Date called. o 2,&/ GO Special instructions: • _ Date want q dl __, G3 2- WO C&l p.m. Requearh ( (yOrl, Phone: 42-G — IS 5 -6tg INSPECTION NO. Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Ei Corrections required prior to approval. COMMENTS: 72S P19 in) 77(9AI '40411r7ffi Ir• A.1:0. IW r $47. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: V•kr .J ; e Project: (bell_ Type of_j pecti . SS Addre � ( �r� yJ _ ' � S ' � JV 71 /l • Date called: Date w��aa11ned'��}//���) Special instructions: l ' Request .---- Phone: �ff 72S - Z. _ 5 -6SI INSPECTION RECOR a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: 9 / > , 41Z ,die / x./kS FOX, /,)/2(7( D.t Receipt No: Date: Address ,Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Authorized Signature ity ofTukvvila Fire Department :.,. Name /tier i(NC7/ O +) 5.6/9 C6 22 55/ , ss yo Retain current inspection schedule Needs shift inspection Approved without correction notice pproved with correction notice issued TUKWILA FIRE DEPARTMENT FINAL. APPROVAL FORM S • lc& Sr Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No . :2)11 Uhit D99- v778 b2e'/ -.0e Suite /o /,,/t.' Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 RMATI NO DRA 1910 RM W R TO K1 N MAN IDEWA WER 03% POSED RAPH RON EAR DE • E• CONC. E IC.3• W 19 IS F 5. WAT METE . SITE WI T.W. 2 er eels, 151.14 202 0 -99 SRU MJM •111;1.1 �• a: , .,it ;L •: FOR ADDITIONAL IN SEE CIVIL ENGINEER RECORDING 019990726 • R SURFACE WATER /S CONTROL SYSTEM, REF COUNTY SURFACE DES! DRIVEWAY SECTION 4' EXP. A00. CONC. DRIVEWAY 21 SLOPE 2' !/r CRUSHED ROCK X 501g 5 isn REVISED Kap Arch 13400 Halley lel 42 fax 42 B.W. 21 207.00' CLEAR! PROPER T R K LED 1 11 TURAI.DRAINAG 2S'• • R MIN 2% FROM MINA 1 FROM DRIVEWAY SANITARY SEWER TEST TEE 1E49735' NEIN STUB OUT k - r ranuL.J SITE PLAN FOR LOT 11 SCALE : SUBDIVISION ) STREET ADDRESS : 'I LOT AREA : 6195 eglt PLAN •: PLAN .2359A OtUNER : TRYON CONCEPTS ADDRESS . 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 TAX •• - LEGAL DESCRIPTION • 1 ) r i l ) (HOUSE a BE GARAGE MIGH 8 AL ER C CLONE FENCE NOTES, I. DRIVEWAY PAVED FROM S. 150th TO GARAGE SD. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE SS FIFE IS 35 A TER SUPLY FROM TER TO THE HOUSE /4'. WATER METER TITE 'I TC SUPPLY T WATER Eti L BE STABLE BY D 1 MULCH E -!• ON CONTROL W LOT THE DO1INHILL IN I • • • RUIT PROPOS TOPOO - - WAIN FL 2193' PLAN #2367 4 LI ITS IN 'TWO OF EXCA ATION IN REAR OF LOT /PROPO ED PATTE N T.W. 133' B.W. 2 93' CONC a• S Sr 1 2 S ATp.R%11SUUPPLY ��9/4• METER I E= 207.00 ; . /o —f — ' 0 CLEAR! PROPER APPRX. 139' YARDS TO BE RELOCATE INDICATES EXISTIN NATURAL DRAINAG FOR ADDITIONAL IN ' • RMATI SEE CIVIL ENGINEER NO DRA RECORDING #19990726011980 25.0 4• SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE=197.35' , TEST TEE EXISTING TOPOGRAPHY DRIVEWAY SECTION --- 21I SIDE 1 n 4' UP. A00 CO Y . CONC. DRIVEWAY PR 2' sir CRUSHED ROCK SITE PLAN FOR LOT 11 SCALE : I'•20' I0 D F SUBDIVISION : BERGSTROM (THE JUNCTION) STREET ADDRESS : XXX 5. 150111 STREET LOT AREA : 6195 ecirt PLAN •• PLAN •2359A OWNER , TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255.6518 TAX •: • LEGAL DESCRIPTION : • ti % O 0� HOUSE Ti BE BUI' T GARAGE MIGHT 8 "ALDER 1 .aifita. '26''sEL SETBACKS FRONT : 20' REAR SIDE : 5' SIDE : 5' 3 I /' EAl f3& OMEM' R) i) C CLONE FENCE NOTES: L7 W t) I. DRIVEWAY PAVED FROM 5. I50th 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 • TS PER CITY INFRASTRUCTURE TANDARD5. 4. W TER SUPLY FROM M TER TO THE HOUSE IS /4'. WATER METER IS F • TITE 'I 5. WAT C. METE SUPPLY CTED TO WATER SETTER 6. SITE WI: L BE PERM • NTLY STABLE BY USING 5 D I MULCH BY /FA .► a: - try !► • 1, TEMPORA Y EROSION CONTROL TO BE ST W ON THE DOLLNHILL SIDE OF T LOT PER I99B KC. SURFACE W TER DESIGN MANUAL • APPENDIX T.W. .0' 0' ORM DRAIN 207.00' J05 •• 99I51.14b PLAT FILE ': 99122.02 DATE: 08 -01 -95 SRU REVISED DATE: 11.03.99 MJM Kapp ler Architects, P.S. 13400 Northup Way. #33 Bellevue, Wa..00005 lel 428 -041 -5320 fax 425- 041 -5318 S Li. D 1:2 4 Ar t iv Ad g. tp c t tr pe 3' 2dcl(ERY - T ,1P6 R /A16 �d d' (Ai( c V,'-Q l; 2 (2oc r',.7 Dcici- 02:15 3 41 " OEOMEIV7 DRA "N p t PE LI ITS IN • I I RUIT PROPOS TOPOO -- WAIN - PL'a 2193' PLAN #2367 • `1 • 4 I N87''45' wo.- mite.."....„ VOW 03% • • dui a ,111 I I 1, /PROPO ED PATTE N B.W. 2 `'WO OF EXCA ATION IN REAR OF LOT T.W. 133' 93' CONC 8' S S■ 1 S 0 CLEARI PROPER APPRX. 139' YARDS TO BE RELOCATE INDICATES EXISTIN NATURAL DRAINAG FOR ADDITIONAL IN ' 1 RMATI SEE CIVIL ENGINEER NO DRA RECORDING #199907260'1980 SANITARY SEWER STUB OUT I E= 19735' , TEST TEE EXISTING TOPOGRAPHY .-- u SIDE I X C) 4 25.0' 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM D DRIVEWAY SECTION 4' RXP. A00. CONC. ORIVRWAY PE 3' SR' CRUIHBD ROCK V 1 ' HOUSE TI BE BUD OARAt3ERIOHT I 8 "ALIDER I U '26'iE D F C CLONE FENCE NOTES. I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. SD. PIPE OF 4' NON- PERFORATED ADS N•I2 TESTABLE 3 S56 PIPE 15 6' 5DR 35 ON A 6% SLOPE. CLEAN T5 PER CITY INFRASTRUCTURE TANDARDS. 4.W W IS IS in 5. WAT :f METE 6. SITE WI PERM' Z USING BY TER SUPLY FROM TER TO THE HOUSE /4'. WATER METER F TITE 9 SUPPLY CTED TO WATER SETTER L NTLY STABLE BY D I MULCH 1. TEIIPORA Y EROSION CONTROL TO BE ST W ON THE DOUNHILL SIDE OF T LOT PER MSS KC. SURFACE W TER DESIGN MANUAL APPENDIX T.W. 2 .0' 0' ORM DRAIN 207.00' E ER 3' Of, c!c C2 4' -- 4 /'GRfA -+-d d' (z)(4 1 - a . 1 204 KGg o 4 : 4 ai m 0 CLEAR! PROPER APPRX. IN YARDS TO BE RELOCATE INDICATES EXISTIN NATURAL DRAINAG qtr • • • • • RMATI O DRA 1980 IDEWA RUIT PROPOS TOPOOR - - S INFL o 2195' PLAN 42367 15% MAX. 16'.1• RONT CK 1 1 WA v .■ 1.1.1111M. 21ELAIIIIII pro __ DE 487145'2 _ I 11111111111111111111111 3111111111111 WER M 038 • •I 5 p •, - Kapp ler Architects, P.S. 13400 Northup Hay, #33 Bellevue, Na. 98005 tel 425-641-5320 fax 425 - 041 -5310 Illlp 1 1 � illlllil •4k • LI'ITS IN FOR ADDITIONAL IN SEE CIVIL ENGINEER RECORDING 419990726 -- 31 SIDE I BE', OF EXCA ATION IN REAR OF LOT /PROPO ED PATE N DRIVEWAY SECTION 4' EXP. A00. CONC. DRIVEWAY PE Y sir CRUSHED ROCK 'NO 133' • 3 4. W M IS IS 5.0 T METE 6. SITE WI U Z SING BY 1. TEMPORA TO BE ST SIDE OF T SURFACE APPENDIX T.W. 2 T 25'•0' 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE =19735' TEST TEE EXISTING TOPOGRAPHY Ste SITE PLAN FOR LOT 11 SCALE : 1'120' SUBDIVISION ' BERGSTROM (THE JUNCTION) STREET ADDRESS : XXX 5. 150th STREET LOT AREA : 6.'195 bgrt PLAN •: PLAN •2359A OILNER : TRYON CONCEPTS ADDRESS . 14420 SE 84th ST. NEWCASTL PHONE 1425) 255 -6518 TAX •: - LEGAL DESCRIPTION rk)•1 1 ) 1 1 ) 1% HOUSE Ti BE BUI T GARAt3E 1tIOHT 18 "ALTER 1 %1%f 1 2614" D F SETBACKS FRONT • 20' REAR • 10' SIDE • 5' SIDE ' 5' R) R) C CLONE FENCE NOTES, I. DRIVEWAY PAVED FROM 5. 150th TO GARAGE 1. SD. PIPE OF 4' NON - PERFORATED ADS N -11 TESTABLE 555 PIPE IS 5' SDR 35 ON A 6% SLOPE. CLEAN TS PER CITY INFRASTRUCTURE TANDARDS. TER SUPLY FROM TER TO THE HOUSE /4'. WATER METER F . TITE 'I SUPPLY CTED TO WATER SETTER L E TLY STABLE BY D 4 MULCH Y EROSION CONTROL W ON THE DOWNHILL LOT PERMS KC. W TER DESIGN MANUAL 0' B.W. 21: 0' WATER'• SUPPLY 3 4 IE= 207.00, S ORM DRAIN 1 207.00' SOB 0. 99I51.I4b PLAT FILE •• 99122 .02 DATE. 08 -0I -99 SRU REVISED DATE. II -03 - MJM UmI551onS Which do not au;' . . adopted r or ordinanc..,, for the desigr drawl . and I:': for SL Final acc;:p;ance it subject t the Public Wodcs ulna c ONE EK ER WIRE ' .f the desig, deletions date will a resubmittr approval. -O G �Q 21 C d� UN c9 c IT RECEIVED OF TUKWILA NOV - 4 1999 PERMIT CENTER CORRECTION LTR# • "ons of '1 the Tese once . Inge .raon by I 9O275 T.W. B.W. 2 IDEWA RUIT PROPOS TOPOG -- MA1NFL'o 2193' PLAN *2367 WER M 03% RONT CK LI ITS IN FOR ADDITIONAL IN SEE CIVIL ENGINEER RECORDING *19990726 OF EXCA ATION IN REAR OF LOT /PROPO ED PATTE ' N RMATI 1 990 1. TEMPORA TO BE ST SIDE OF T SURFACE W' APPENDIX T.W. 2 CLEARI PROPER APPRX. 13W YARDS TO BE RELOCATE INDICATES EXISTIN NATURAL DRAINAG 25'.0' 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM DRIVEWAY SANITARY SEWER STUB OUT IE =I973S' TEST TEE EXISTING TOPOGRAPHY DRIVEWAY SECTION 1• EXP. A00. CONC. DRIVEWAY 21SIDE S 'PE CRU SHED ROC[ D F 00 ' rn HOUSE To BE BUI' T GARAGE )(LIGHT 8 "ALIER ' I t. '26 ',E A) C CLONE FENCE NOTES S 150th TO GARAGE I. DRIVEWAY PAVED FROM 2. 5D. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3 666 PIPE IS 6' SDR 35 ON A b% SLOPE. CLEAN TS PER CITY INFRASTRUCTURE TANDARDS. N TER SUPLY FROM TER TO THE NOUSE /4'. WATER METER F. TITE 9 SUPPLY CTED TO WATER SETTER L BE NTLY STABLE BY D 4 MULCH B.W. 21: 0' These plans have been reviewed by the Ptt Works Department for conformance with current City standards. Acceptance is sub;-^t ' ':rrors and omissions which do not atf" , ons of adopp ---'- -;1:; orordinanc , for the ;t the desig, '1 the desigr • . deletions lase drawn. date will :nce and w; .3 resubmit. .1ngs for Su . approval. Final accp;ance is subject t. ion by the Public Works WNW Inspec „.. P-is -15 J Y EROSION CONTROL W ON THE DOWNHILL LOT PER 1998 KC. TER DESIGN MANUAL .0' 2 '-Ub 0 3/4' MOOR IE= 207.00 . AT ORM DRAIN 207.00' EK ER WIRE 1 vrtr.nrri r+.r� 'WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: M: \ \KAA \ \99\ \99044 \ \PLAN2359.WS Site: Homeowner: Builder: Analyst: NMS Jurisdiction: Utility: House Type: Single Family p,UG - Floor Area: 2359 ft2 PE c°4/114 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15o Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 401 4.43 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 #2359 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 Proposed UA M- 3.000 2359 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 . . __ ...»..........,.., m. r... ea x:.,. n rwk� +;�a,n••aa.rr 07/28/99 n rg 1 : 1 4 r14 1 " s ol% Area = UA 1702 49.4 353.9 141.5 55.6 15.7 2439 141.5 1702 52.8 20908ft3( 133.9) X Area = UA 1702 69.8 292.7 14.3 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) 372.1 7077 01 °I -O911 �•..._......w.�.....w ivt. • >W �is.vtl�iNw. -u r•.....n+.�•mrvw!N�tvaMW - WATTSUN 5.6 +FILE: M: \ \KAA \ \99\ \99044 \ \PLAN2359.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: 2.5% 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/28/99 PROPOSED Electric: Zoned 100 % 100 % 0.60 26473 Btu /hr 26473 Btu /hr 11.5 kW (150 %) 15600 kWh $ 858 Integrated Spot & Whole House 0.0 () Btu /hr tons( @125 %) kWh /yr Partially Shaded HOUSE ID: TRYON CONCEPTS #2359 PROPOSED North 292.7ft2 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 . , t..z..enr.Ar...- ., i,.•..:_f„,, W ROOM • NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) (IN SQUARE FEET) I QUANTITY (HOW MANY) - tOYAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR ..‘:•," ' i ' ' - . : '-' ' • " '.; i : : • 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 13.72 1.00 13.72 • NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 8.00 5.00 40.00 1.00 40.00 TOTAL MAIN 159.74 - . UPPER FLOOR ,.. MASTER BATH 4.00 4.00 16.00 1.00 . 16.00 - . . M. BEDROOM 7.00 4.00 28.00 1.00 28.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 6.00 4.50 27.00 1.00 27.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 3.00 5.00 15.00 2.00 30.00 TOTAL UPPER 133.00 . . SUMMARY TOTAL GLAZING SQ. FT. 292.74 TOTAL HOUSE SQ. FT. 2,359.00 Glazing % . 12.4% idausaikatntsili4Stnit's.tibrdatftigsti I. 'JOB NAME: ,IOB NUMBER Copyright 1994 Kappler Associates Architects TRYON CONCEPTS PLAN #2359 99044.10 • DATE: BY: 6/2/99 NMS 7/28/99 GLAZING.xls Kappler Architects VERSION 37.71NCtUOES 3 STORY Lateral Analysis for: Job No. 99044 -21 Date 613199 SPM TRYON CONSTRUCTION PLAN #2359 A LOCATION 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 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis waf88t6t4820 Long Wall V'.i B i!'t '•L r �`rl. .•fk„ . IJ r 4; .' :: ) FT FT FT 12 PSF 15 PSF 10 PSF 8 PSF NOT VALID UNLESS 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF PE��►IIA CI'r( QFlu c p1/413G — 1999 , Default P ERMIT? CENt Default Default Default Lower 4' not included Lower 4' not included Mcg\ 7/23/99 PAGE 1 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 As))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r = element story shear x 10 / Iw element shear lw (LENGTH) P= VALUE USED Ce = Cq = qs = Iw = r max = -2.73 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 ;ter 6.4r g'; 1 r i = ( i :V296.1f I w:P. .4z�2.5:=a .11 _ therefore use WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) nnv- AxwdwJ r + story shear 1184 1 11676 DESIGN CRITERIA FOR WIND ANALISYS P= Min= 1.0 Max =1.5 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 '*'1620,3 P(FLOOR) 9.25 ;•'; '∎: P(LOWER FL) 0 x;13.22 P(GARAGE) 22'ir KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wa►$Sket4$20 1740 42 11841 0.10 I P /LF 211 122 0 0 SF # FT # FT # FT # FT 7/23/99 PAGE 2 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 Roof (Upper walls) — 38528 18.5 712768 712768 0.6266 7316 Floor (Main walls) 44716 9.5 424802 1137570 0.3734 4360 Floor (Lower walls) 0 0 0 1137570 0.0000 0 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 BASE SHEAR: Vb= (3.0xCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT 5.5 0.36 8 6 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR Wi 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF1 LONG WALL SHORT WALL] WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= 38528 # 83244 ;O1IF:NO LOWER L 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 (# Wihi / sum hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FORCE: Vi= 1850338 I 11676 # KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan #2359a_1997 -7 Lateral analysis wa148 I. $20 'ESI. C... •t 7/23/99 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) 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 10.5 16.5 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 914499.8427 SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON UPPER FLOOR MAIN FLOOR WIND..GOVERNS ,,..; �,_:;;:.;,:,..� ; ;,. ,,. : .,. r te .. SEISMIC.GOVERNS @ 211 # FT @ 343 # FT ; Ti 0 56T83,3 #FT 46438.4907 1160.962268 - X0. 0.36 06] ALOW.Ft= 1.33 143.64 # /NAIL F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) 550 1.331 731.501#/BOLT MIN BOLT SPACING 4k:14 02:311 FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING ?r,,,armAn FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon Plan #2359a_1997 -7 Lateral analysis wo12.0610t41320 11676 525 1.33 160 132 0 WIND FORCE 8.08 NAILS 211 122 0 0 698.251 #FT # FT #FT # FT # FT # FT # FT # FT ri 0 9 �ggg OK pE�0,,1 cE 7/23/99 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) 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 10.5 16.5 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 914499.8427 SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON UPPER FLOOR MAIN FLOOR WIND..GOVERNS ,,..; �,_:;;:.;,:,..� ; ;,. ,,. : .,. r te .. SEISMIC.GOVERNS @ 211 # FT @ 343 # FT ; Ti 0 56T83,3 #FT 46438.4907 1160.962268 - X0. 0.36 06] ALOW.Ft= 1.33 143.64 # /NAIL F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) 550 1.331 731.501#/BOLT MIN BOLT SPACING 4k:14 02:311 FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING ?r,,,armAn FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon Plan #2359a_1997 -7 Lateral analysis wo12.0610t41320 11676 525 1.33 160 132 0 WIND FORCE 8.08 NAILS 211 122 0 0 698.251 #FT # FT #FT # FT # FT # FT # FT # FT ri 0 9 �ggg OK pE�0,,1 cE 7/23/99 PAGE 4 I 0 0 0 0 0 #DIV /0! IiiINDIWOI*1 MIN PLATE NAILING #DIV /0! INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /0! #DIV /01 #DIV /0! #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /0! #DIV /0! #DIV /0! I 11.5 4 4 4.5 3.8 149 iimpsiesai MIN PLATE NAILING 12 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 4754.77 4754.77 5349.12 4517.03 320 320 360 304 0 0 1134 957 426.67 426.67 2241.00 1597.27 1082.03 1082.03 690.69 768.36 CS16 -30 CS16 -30 _ NA NA I 20 7.5 0 11 0 228 imp Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /0! 1528.12 #DIV /0! HIT 22 #DIV /0! CS16 -30 #DIV /0! I 8.5 17.5 4.5 0 0 81 lama Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILIN sGE� 21 INC OF 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 � ¢o: z 0 0 u 213DL UPPER FLOOR Load 211 Ht. 8 F- z O u_ 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 0 2 u REACTION HOLDDO 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wert34141-11320 d d d d SHEAR V WALL TYPE 7/23/99 PAGE 5 I 15 16.5 14 0 0 104 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 13672.09 11600.56 0.00 0.00 MIN PLATE NAILING 17 INC O.C. I 1320 1120 0 0 0 0 0 0 7260.00 5226.67 0.00 0.00 388.61 455.28 #DIV /0! #DIV /0! NA NA _ #DIV /0! #DIV /0! 0 0 0 0 , #DIV /0! #DIV /0! #DIV /0! #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /0! _ #DIV /0! #DIV /0! #DIV /0! 15 15.5 20.5 0 0 88 011111503,1111.1 MIN PLATE NAILING 20 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 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 /01 #DIV /0! I 0 1 0 0 0 0 INIE11.4411 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 0.00 0.00 0.00 0.00 MIN PLATE NAILING #DIV /0! INC O.C. 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 -26.67 #DIV /01 #DIV /01 #DIV /0! NA #DIV /0! #DIV /0! #DIV /01 th w I- Z w U w J FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 i 2/30L REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 211 0 Ht. 8 Mo= th = WaII(DL) c? Roof (DL) w 2/3DL Mr= v REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 211 Ht. 8 w J 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW a TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b C b b b C C C KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis wer2.5t1:0044320 d d d SHEAR V WALL • . TYPE MIN PLATE NAILING #DIV /01 INC O.C. v ostirook co, s 1999 oml C °Ng 'Ps 7/23/99 PAGE 6 I 2 2 0 0 132 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 /0! #DIV /0! STHD 14 _ STHD 14 #DIV /0! #DIV /0! 4 14 4.5 6 0 11649.34 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 13105.51 17474.01 0.00 680 MIN PLATE NAILING 6 INC O.C. 765 1020 0 120 1680 135 585 0 1066.67 5666.67 1350.00 3210.00 0.00 2645.67 #DIV /0! 2612.33 2377.33 #DIV /0! STHD 14 RJ STHD 14 RJ _ STHD 14 RJ _ #DIV /01 See beam calculations for added overtumina load I 20 14 10 0 0 286 ijalii+ Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 33977.24 24269.46 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2380 1700 0 0 1680 0 0 0 18946.67 5666.67 0.00 0.00 1073.61 1860.28 #DIV /0! #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /0! _ #DIV /0! 8.5 3.25 4.5 8 6 1341 E161 ! 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 o z Q : z 0 LL 2/3DL REACTION HOLDDO MAIN FLOOR TRIB.LENGT Load 3431 14.5 Ht. 8.5 Mo= WaII(DL) 0 Floor,Roof(DL ct 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW a a a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan #2359a_1997 -7 Lateral analysis worn t13004320 320 d d d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. s oolsZok psoM 7/23/99 PAGE 7 I 15.5 15.5 19.5 0 0 152 MINI 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 /01 #DIV /01 NA NA I #DIV /0! #DIV /0! I 0 0 0 0 0 #DIV /0! 11111Dmotal MIN PLATE NAILING #DIV /0! INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #DIV /0! #DIV /01 #DIV /0! #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /0! #DIV /0! #DIV /01 #DIV /0! I 25.5 6 13.5 7.5 2.5 296 + 1M Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 6 INC O.C. 1020 2295 1275 425 840 2025 900 300 3720.00 19440.00 5437.50 604.17 1897.44 1077.44 1792.44 2275.78 STHD 14 RJ STHD 14 RJ STHD 14 RJ THD 14 RJ I 5 32.5 0 0 0 53 p 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 /01 #DIV /0! NA #DIV /0! #DIV /0! #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 I- x CD EE 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 w = 1- 0 w 2/3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Z J w 2/3DL U REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 w J 2/3DL REACTION HOLDDOW a a a a WALL SEGMENTS b c b b c c b C KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wal$5t 1..820 d d d d SHEAR V WALL TYPE 7/23/99 PAGE 8 0000_.._.._- _- _.._.._.._.._ .._00_00_.. - 0000.._. !� ..■■•._.._»_ —.. ..— .._.._.._..— .._.._.. —.._ . 0000_... :1"711 mums II 0000 A .0._0.00._• L I I I Ou Mi 4 a7 i r - 1 1 1 I II VMERIE ILIA • j u I IMMIIIIIIIIIIIEll 1 t il 1 MEI MINI El 111.1111.11111111MIC .1a limummilmw9+.‘iximipmmulummt pul---mmts, L ________________________________ - — ..— ..— ..- .. —.. -.. I R 1 .._..— ..— ..■••••• O Fl MINIM �` [mew' so...r �_ Kappler Architects P.S. 13400 Norttxp Way, Suite 33 Bellew°, Washington 98005 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts �' 4 Dote 71 rnn. p .: ww+n NIT •. IiI PLAN # 2359 1118 DRAVANO IS ®COPYRONiED AND IS THE EXCLU9YF PROPERTY OF TFE ARCHTECT um MI 0000_.._.._- _- _.._.._.._.._ .._00_00_.. - 0000.._. !� ..■■•._.._»_ —.. ..— .._.._.._..— .._.._.. —.._ . 0000_... :1"711 mums II 0000 A .0._0.00._• L I I I Ou Mi 4 a7 i r - 1 1 1 I II VMERIE ILIA • j u I IMMIIIIIIIIIIIEll 1 t il 1 MEI MINI El 111.1111.11111111MIC .1a limummilmw9+.‘iximipmmulummt pul---mmts, L ________________________________ - — ..— ..— ..- .. —.. -.. I R 1 .._..— ..— ..■••••• O RETAKE 0 PREVIOUS D CUMENT I 15.5 15.5 19.5 0 0 152I*g11618111 MIN PLATE NAILING 11 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 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 /0! NA _ NA #DIV /0! _ #DIV /0! I 0 0 0 0 0 #DIV /0! (MJD VI011*I Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0! _ #DIV /01 25.5 6 13.5 7.5 2.5 296 •fr Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 6 INC O.C. 1020 2295 1275 425 840 2025 900 300 3720.00 19440.00 5437.50 604.17 1897.44 1077.44 1792.44 2275.78 STHD 14 RJ _ STHD 14 RJ STHD 14 RJ _ THD 14 RJ I 32.5 0 0 0 5 3 1 8 1 4 6 1 1 8 1 1 1 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 /0! #DIV /0! #DIV /01 NA _ #DIV /0! _ #DIV /0! #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 f- x 2/3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 w= 0 w 2/3DL v REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Or u. Z J w 2/3DL U REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wa18344441320 d d SHEAR V WALL TYPE d d 7/23/99 PAGE 8 ELEV. A ' ftl ��■ .� I I Kappler Architects Archit P.S 13400 chit Way, Suite Bellevue, Washington 98005 (425) 6415320 * Fax (425) 641-5318 S Tryon Conc Date By Doc:Otion . � ` AO norm "' MN NI PLAN # 2359 MS DRM WC) 6 © COPyTI OMTED AND 8 TIE EXCLUSIVE PROPERTY OF THE AFOOECT N. no I - I / I r I I -= f— =41-+ I II laimaciam II `�IJ MI 81111 1111111111W4.1t1MMIIIIIMIIIIIIIIIIIIIIMI . 1 -11111111111° 1 •'u :, WIEe1111 r -, -, it: �'�1�_ VIII II . li ■�V .IA 11 O d I cn i MwMv99‘99044\9904421 O7 Y•tY.) It O4S Strot rt. Wakllotun NntPw 3 • • • • • t. ion I t. .. too laral IORI1 . U!I!It �. I - J L__J L - - J 11 11 _.._.._.._ ®11.11__••• O I 4 r I- _.._1._011_.._.••.. ••■•••••■••■••■••• I ELEvw 1 M] ■ Kappler Architects, P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts ° ~M .. PLAN # 2359 THIS DR W N° e © COMMITTED AND 6 THE MUSK PROPERTY CF THE ARCHITECT i or so Jl JR IL it. 1M. ii. 117:71000M L ••■••■•■ • •• , _ ••■••■••• r ......................._.._......._.._.._.._.........._„. r irir ti 13 a C) I MwMM99\99044V9904421 O12?•f 99 115057 SlIvt ni Workslotai tlatlfrG rj r 0 0 tri r _.._.._.._.._.._.. 01••■•.■.._.._»_..•.._ »••• r - >f,r .._.._.._.._.._ »_ F P e L D GI 13) i 3 N tO CM ca 1:131N30 nvited I ate. ' 4 Kapp ler Architects, P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 6415320 * Fax (425) 6415318 Tryon Concepts Date By aeapuon VMS O FIRM NIT IIIII f INN PLAN 1 2359 MS DRAAdN0 6 ® CDPYFKIHTED MID 6 TFE EXCLUSIVE PROPERTY Of THE ARCHTECT no no L D GI 13) i 3 N tO CM ca 1:131N30 nvited mw.Am1YN99U.14■It,)0442107. ?2-1199 17,1■0 $Igot, a Waksatar Nattnr9 loo 0 0 tri r L 1 0.14 PM SHEARWALL SCHEDULE 1_ if i it li N» wi it .11041 0104 Writ 111 Ma1g Tor V4 141 10101 70010 i now avol 1101M MSS 0E SCE R SW GIS CNE WE vr CAB NO MS 0R SW CAS NO IOU • Lit Lit ff [ o8 9 Al shg • • • 11 I1 ., oan nn n $t Itr 333 33 ift as a 133 33 allage aI I ! 1•' OSS tm SCES STAGGER S EATING .MOMS AM MR • PIED. EDCE1 Pa•• IIETIERAINEN MAIDSONO. SONG i • • FOAL wIRT M ad 00701 • OUNDATION SHEAR WALLS 6f/ TN'.T4 • SYMBOLS & LEGEND a": ANGER r POMP LOAD RIO, A00•E PONT LOAD MORI ANNE IV LOAD•C• • PONT LOAD TG DO AN PONT LOAD DIA I6PG D00I1W LOAD•■ POMT LOAD TNIIERED ST K100 MMOLD DOW MTN SIa DOCANATO N 4' 0- 'mITCAL 6TRY •A• NII DESGNLT1 I .!C To SE tam a ROOM moo A -- • R17PRAL sour /IT• DE3L1NATON O NOCJATES SEMI run ATp1 YTM •W ®MIIOt OITB/T CA MEAN HALL TYNE 0 MEAN NALL 1YLL ABOVE )mom HALL BELOW TG24 11121. 0DgNAE tamp. BGP W •C 4142 CJLCMAT NS ANE *CT PN 0 N TAM DNAAP(d SHEAR NOTES 1.lE91 MENNE NOTED1 L �IEBO DEIGN OETERA L ALL ISE ML al GE FLOOR PLAN NE rat SILLS al TWAT LEVEL (TTPC.ALLT SOW 1444007 2. ICAORAC•E IS FOR SMEA*SALLINPANELa1 PST, 4AEIE PGRTIONS OF WALLS ARE NOT DESIGNATED AN BEAR PANELS, NAILS NAT SE SPACED • IIr' OLIM•) PER TABLE 75•1 -0. S. CHEW PO•TIOE 0 WALLS AlE NOT DESIGNATED AS SMEAR PA1EL6 THEW WWI DETAILS DO NOT APPLY. FOLLOW MIS U RECII EPENTS. 4. P7b4VE TWO STUDS AT ALL HOLD O04N LOGTI01a S. 8 RIN7ACI{SE!S RLOLIRfsss AO DUALS VCR EA01 TYPE OF 'LOW( STRAP IV C0SECTR FR PROPER •ETALLA704. • ILL PLYROOD ORGTPSN SIMAINALLS SAIL BE APPLED MORTORALLY R YERICALLT d Snot EDGES MALL E 1TAOSON D AT CORER 0 nos ro EIL007A PER SORD.LE 1 DO NOT DAMO SVE MAILS MO SEATLSC• a VIRUS OR lDE! AM war .w AOl•TA1W2 ALTERNATIVE TO NAILS FOR DESIGNATED SMEAR WALL PANELS UNLESS PRE.APPROVED Sr THE SURDNG OFFICIAL ROOF ! FLOOR lMEATN•M ROOF SWAM 11•' DS6 IPA RATED 114A1110 71441 LAT IP IM MNMM AT CLEAR SETIEDI PANELS TO ALLOW FOR EITANICK MALOG *au. SE lb AT •. ac AT PSC. EDGES IO C• a AT •SERWIATE SPPCR7& PANOE EDGE OAS • 74• OZ. • ALL ONIA•PORIED EDGES. 444 DLAF•R11 SEAR•RI I S•ISper /FLOOR SE*TMa! • WV COX TO APA RATED PLTI (41143 WALED NO GLUED. ADMENVE SMALL CORM TO 404 RPE[A *TIOI MG al PROVIDE TG EDGES AT LOG mama. EDGES. MMLPG SMALL SE lad *TA' a; AT PANEL EO'ES IC r a AT NTER EDIATE SPPER75 AL OAA E WMRII $EAR-06aAI.TT>pM 1 PLTt='0 SMALL EC LAD W FAQ GRAS PERPBOKLLA R TO arrows IO DO ■ 4/01111111 •- - - % %��: l�IIU .Mtl CMW AIIr ■IimmiS MAIN FLOOR SHEAR WALLS HEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS RECEFVED CITY OF TUKWILA AUG 's . 9.9 PERMIT CENTER OWL— UPPER FLOOR SHEAR WALLS tJY 1K. 0111111 0 C U GO 6 w' Q Ny U * 0 44 Yl 4 ' Ta 2 CO Ln c a mpN , •6�• > � LL U > * u3 CV = V► z � 0 4 NC .01.a Misr 1997 UBC SHEET S3 ELEV. A FOUNDATION SHEAR WALLS .05 .144 . 15 SYMBOLS & LEGEND p . Pew LOaD AIM ASOME C, PONT LOAD PROM A40ME W LO•0I6 111 4 TSM. PONT LOAD 1e WIN NOEO! PONT LOAD IWANIN EO OT 100 3:1! TOLD OOW Wm 11101 DE11IQNA PO4T LOAD 111101•000 00444' 10•004 TCM 74 s TCA. NR/P IOW NII OEIONATI 4 1!' TOE MD OA MOM MO. 00111300 AL STRAP NIX 414 0(1004T01 O 30000 1401101 u r.. a11d IOTA q D100 0 WEAR BALL TINE OF 1134.10 NALL .w 1 MOMS MI= NALL BELOW TIM OLSM 011474110( NOTED. OGISDMO A/O CALOAAMOT11 ARE NOT P7D ,020 M WAN ONA0011 SHEAR NOTES GLOM 01110N113 N0TE01 BEICKCSIIBIA I Q CALOLATO• POR 0001 ALL 111EAMILIA.00100 DE 0.001 PLAN ME IOl 4rl* 01111AT Lt 4.. Il I CILLT DIM 3003331 3. ANG1ORAfE M 401 GGAIIIGALLAIP AIEL.) 04.1:114111E PORna* O 03/13 ME NOT 0E4444ATED M WEAR PANELS. NAI.. RAT of 4PACm • UV 000•SL) PEI! TAIOLE 2) -1•Q 114444 PORTICO / OP 111411111 ARE NOT OCINGN41W A. .MEAN 0AIE10 TI AN SWAM DETAIL. 00 NOT ATE,'. 401104 rot GAO IEaNe'I 1& •. PPNDV4E TIO MOO AT ALL MOLD 001114 LOCATOR. S. IRE PWLPAOIionl 00llIIS A/O ORALS MR EACH TIPS 0 N0.00LL MIMIC comma 1 .ER ISTALLATIOA 4.ALL MTV= QGTPWM 01,10111111114IL 1. E APPLm •111120•ALLY t 144GALLT ON 4110. mOE) SMALL E S TA 5193 AT MITE O Me AND 400® PEN SOND . 10010E 04301/ WE NAILS ono 4EA1S.G • STAPLE) OR 1104E AE 101 AN 40001144E 1.114101 TO NAIL. PON D441GNATEO WEAR PALL PAMELA LILEM. PIE- APPPNDVED pT TIE 410 LDP0 O SCIAL ROC* I R.00N SIEATHPG L Sp0 44AMO 1• O! APA RAW !E LTIAIG R4412 LAT tr 44!44!!5 LE 4EAR ETIADI PAW 10 YLON Nat oese Dl NAIUG WALL E 44 AT r m At PANEL EL MO AO It e4 AT 10BPEO•TE .&4015! PIOMOE C E GUM • 34* ac. • ALL 44LPPORTED 40644. 47.01441 01014145 4EM.190I0Ig111 LRAM SWAGING, )N• C174144 MA MATED R17000 (14041 MALI GC GUM AOESWE WALL COMM TO *PA 0E010101 AEG 41450140E T4G EWES AT LOG PANEL EXAM NA NG WALL E M/ At •• ec AT PAM. 310313 IC Mac AT MBNEOIATE .4404E A11 Or E 0yp44114LJ62i.4T.n10T 1 PLTICCO WALL E LAD 44 410E GRAN PERPDOOLAR TO WOES MO DD MAIN FLOOR SHEAR WALLS 40 .144 . 15 44.W.4 44 5 ir 0., 4.4 d -i fat-• PTY DIa D r; .) 0E )D P1- IS[ i STUDS 04411E EOfSI PL3 P2-a n-) Or OE SOE Q 344 00 Oa 4o. VT OM TOMES a SW 0111 110 00111 ME Y 41144 T1A• IL140 00091.E•1300 PM. 3948 ANCIIOAO 0016416 PR 101 11 4 4 TM SHEARWAL 0011.10 101E OF Iw 70111 sr 00[ 0 Y OY► fdfOl 3 3 , • • • • 4 • • g • • 4 4 a • r • UPPER FLOOR SHEAR SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCUI 2,Y PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 17 5618 South 150 Street File #: D99 -0275 Date: 11.09.1999 Reviewer: L. Jill Mosqueda, Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. When drafting the site plans, please use larger arrows, different line weights and styles whenever possible to help the reviewer differentiate between a property line, pipe, easements, rights -of -way, and dimensioning. 2. When drafting the site plans, please remove extraneous information. You need show the footprint of the house and other structures, driveway footprint, water supply, sanitary sewer, storm drainage, footprint of the street and cul -de -sac, easements, rights -of -way, existing and proposed topography. Please show dimensions, materials, slopes, clean -outs at pipe bends. We do not want the survey information. Please limit the topography lines to within 15' of the property lines. Please do not run them through the text and the house and driveway footprints. Please see the enclosed red- Q /Projects /The Junction /junction lot 17 D99 -0275 Q /Projects /The Junction /Junction lot 17 b99 -0275 rrect? limned plans. Please refer to the City Of Tukwila Sample Residential site plan I provided to you. You need show information once. You do not need to label an easement twice, side by side. All of the temporary and permanent stabilization requirements should appear in one place, such as the construction notes. 3. Existing topography you show on the plans should come from the As- builts for the Bergstrom plat. 4. Proposed topography you show on the plans should reflect changes you expect to make in the existing (Bergstrom) topography. If you do not expect to change existing topography, please state that on the revision form. Please provide separate cut and fill volumes that apply to each site. The plans should reflect these volumes. 5. Public Works requests specific temporary and permanent erosion prevention and sediment control on the site plans to inform the contractor, who usually does not know the specifics. Since this site is on a hill and is not permanently stabilized, it is important that the builder know exactly what the requirements are. Refer to the King County Surface Water Design Manual Appendix D. Please state the specifics given in Appendix b for the temporary erosion prevention and sediment control. The Appendix provides seasonal time lengths a site can remain unworked. The Appendix also specifies Wet Season dates and requirements. 6. Please refer to Appendix b, as named above, for the specific permanent stabilization requirements. 7. Residential driveway accesses are limited to 10 -20' in width. Since the accesses are already installed, you need show only the paving limits and dimensions. II I ite November 8, 1999 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Dear Mr. Tryon: Sincerely, rend o t Permit Coordinator encl xc: File No. D99 -0275 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0275 The Junction — Lot #17 5618 South 150th Street 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 .......,....v.n:rs�+t�w ±s�: s(n�rt+ ?ru t�twalnx h 4.1 October 17, 2000 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Dear Mr. Tryon: City of Tukwila RE: Letter of Incomplete Application #1 — Revision #1 Development Permit Application Number D99 -0275 The Junction — Lot 17 5618 South 150th Street Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on October 16, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Senior Plans Examiner, at (206) 431 -3670, if you have any questions regarding the following: 1. Provide detail of proposed rockery to supplement site plan. 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. 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 the Permit Center at (206)431 -3672. yclak Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0275 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206. 431 -3665 August 18, 1999 . Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0275 The Junction — Lot 17 57XX South 150th Street Dear Mr. Tryon: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 9, 1999 mined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677 if you have any questions regarding the following: 1. Site plan does not match building plans. 2. Elevation lines not keyed. Public Works Department:: Jill Mosqueda„ Associate Engineer, at (206)433 -0179, if you have any questions regarding the attached. 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. 1 have enclosed one for your convenience. 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 the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0275 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 Plan Reviewer: PLANNING DIVISION COMMENTS DATE: August 17, 1999 PROJECT NAME: The Junction Lot 17 Single Family Residence PLAN CHECK NO.: D99-0276 • Contact Nora Gierloff at (206) 431-3670 if you have any questions regarding the following comments. Building setbacks must be clear of all structures over 30 inches high, except that roof eaves may intrude a maximum of 18 inches into the setback area TMC 18.06.740. It appears that the fireplace intrudes 1'3” into the required 5 foot side setback (east site of site). The building design or location must be changed so that the building wall is outside of the setback and the intrusion is reduced to a maximum of 18 inches of roof eaves. Complete V'RROU1 L.DOC 5/99 ACTIVITY NUMBER: D99 -0275 DATE: 11 -5 -99 ROJECT NAME: THE JUNCTION • Original. Plan.Submittal Response to Incomplete. Letter # XX Responsento Correction Letter # 1111 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works L-Um Au). (( —I5- PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved C Approved with Conditions � 4 . • �if.� � :.t.i �� .t t' .!. .1 ;�'T, f`.s �fi��. i. t: � SS �' ;�4T. Incomplete ri Not Applicable I I n REVIEWER'S INITIALS: Planning Division No further Review Required Permit Coordinator DUE DATE: 11-9-99 DUE DATE 12-7-99 Not Approved (attach comments) n um n DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) In REVIEWER'S INITIALS: DATE: c:•�id'lt5�dw�`df'd ACTIVITY NUMBER: D99 -0275 DATE: 10 -23 -2000 PROJECT NAME: THE JUNCTION - LOT 17 SITE ADDRESS: 5618 S 150 ST SUITE NO Original Plan Submittal DEPARTMENTS: Building Division gl ,.► (o a'I''O`' i it Public Works Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tees., Thurs.) DUE DATE: I 0 -24 -2000 Complete I vi Comments: TUES /THURS ROUTIIy,G: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Apps )v�'I t ¶&K 1)111111 Srry ''Mr�`.n:T,�i x'.e',:N. ?li" NY.�;n ? �k�c% �v. �,'7 L��it �# �731 AM:dPADM._i YxT .2`3`i C PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Response to Correction Letter Fire Prevention Incomplete Structural Review Required Approved with Conditions f1 t Approved with Conditions L REVIEWER'S INITIALS: t XX Response to Incomplete Letter # 1 # P �� XX Revision � t _ After Permit Is Issued Planning Division Not r \I)PlR ible No further Review Required DUE DA'l F 1 1 - .. I -20')0 Not Approved (att.ich comments) 1, REVIEWER'S INITIALS: DATE: DUE DAl E Not Approved (att,tch coilm14'nts) I__J DATE: ;;r ACTIVITY NUMBER: D99 -0275 DATE: 1 0 - - 2000 PROJECT NAME: THE JUNCTION - LOT 17 SITE ADDRESS: 5618 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Please Route PERMIT COpRp COpy PLAN REVIEW /R SLIP M TUES /THURS ROUTING: �i�:',, i�. %'.Il.'.ifV :�: j.: ,... i �;i�.. ,..�? % >�•''.'1�5':.�s..... � i`.1 �h1� n_ . ... . i. ,... �'.Hr :.. _. .. ..,, ..:art;''..{ =:.. l:it�'.i:'t fi:�i :?e; � ��;;?:;tt:"tir n Structural Review Required Fire Preve ntion B'ild Division �0d1 N 10.17.,0 Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thur .) DUE DATE: 10-17-2000 Complete Incomplete 61.441 Not Applicable n Comments: IAA 4 Ik ( MM,ik'4 to REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11-14 -2000 Approved n Approved with Conditions REVIEWER'S INITIALS: Approved n 1 11U{I/1111111N' 5171 Planning Division LA& Lo'L'114D Permit Coordinator No further Review Required Not Approved (attach comments) Approved with Conditions n Not Approved (attach comments) I I DATE: CORRECTION DETERMINATION: DUE DATE REVIEWER'S INITIALS: DATE: p Czuy8. CoP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0275 DATE: 9 -21 -99 PROJECT NAME: THE JUNCTION - LOT 17 XX Response to Incomplete Letter # 1 Original. Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: ing Division CI l 1' Pu IicWorks I i lNl tit4tw4 11- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: pi Fir Prevention 9 S ructural Incomplete TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved n Approved with Conditions \PKKOUTU.DOC 5/99 0,,vVtG4- u \ Uut& l D L? Pia - Wing Division � -a P rmit Coordinator DUE DATE Not Applicable DUE DATE: 9-23 -99 No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 10 -21 -99 Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 - 0275 PROJECT NAME: THE JUNCTION. •- LOT 17" XX Original. Plan Submittal = _ Response to Incomplete Letter # _ Response to Correction Letter # , Revision # _ After Permit Is Issued DATE: 8 -9 -99 DEPARTMENTS: Bpi mg Division datic, Public Works du 'P DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: c TUES /THURS ROUTING: Please Route IA Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 1 1 Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 '. ;K'ii:`r::._ .: L't;' +':'1% <.::7° �.r1,;S,iN;:,c . " . "''`.; �5�.r, °.r;w,�y ^t. -ti7.:; . { ��.•.:. {: . ^•'f' i;n. .:...' 5.. �„•: �fT.:, L�:..-' JC` �t" t �J," rt"•„ �; # 4" 5:.: �. t? 7`Y)la'R7!i.R":•:�+ Incomplete 5Z] Approved with Conditions Pexr+ Ciz. Cxf) PLAN REVIEW /ROUTING LIP Fire I'revntion Aoki Zq Structural huLcP.rd 8"-(p-R9 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8 -17 -99 No further Review Required DATE: DUE DATE 9-14-99 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) Not Applicable n DATE: Revision Date Staff Date Staff No. • • . Received Initials Issued Initials Revision • No. I Date - Received Staff Initials Date Issued - Staff Initials I ID -23 -0 OS -00 , Summary of Revision: how C t SS Section • Received By: Received By(DO ttj (2'p i3 Revision No. Date Received Staff Initials Date Issued Staff . . Initials Summary of Revision: Summary of Revision: Received By: • ' Received By: " Revision No. Date Staff Received Initials Date Issued I Staff Initials — .... Summary of Revision: Received By: PROJECT NAME: - T d,on Is+ 17 PERM, NO:.. V Site Address: r D le S 150 5-t - - - -- Original Issue Date: REVISION LOG (plea`se print) (please print) Summary of Revision: Received By: (please print) (please print) l Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: (please print). P ?;k'.'• t`.' �:Fii jtin; .r1�'i35 ^� ia:,� „2ta!'tt..wd,'Sc. Date: IC — ® Response to Incomplete Letter # 1 5. Response to Correction Letter # 1 Revision # j after Permit is Issued Contact Person: Don Tryon Received at the City of Tukwila Permit Center by: / Entered in Sierra on ID -'2 -3'00 ; ; *,t::l • :tn:•,!«..; . 2111 r �,� •k>'•rT ,� rat 'n0 `1V n . 'b.".' ,. 'v _'. ^. # - ttf f '.e ;f. "" - t, �,���, .�i79 'd".., �.. )`¢"E. :. ,.-, via.t.• .':�"li ttrry� F mitt, . �. :n+? ..,5 � u �.i' �� 'r, ..�i i J « . 1 �n.�i ., "t�s, .. vK .3 , :r K.y�, tp�: �f... +J 4Y,. .. rd, . 'i�'" � ., a.I kr. xi, ._...:x.a..Ii.'t�.M«ay..,..,,., ,.a.,rh7, t3: ,.......i ni +s n..u.t!et, n.r��dt .t r- .JF+� ?x.4; '4Y ... S. 7 ,.: x.. .4,::1�.c:'H -w« .. i(�... t City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: THE JUNCTION — LOT 17 Project Address: 5618 South 150 Street Plan Check/Permit Number: D99-0275 ClTyRO r OCT 2 3 2000 pERti11T CENTER Phone Number: 42S Z S S G 5 /8 Summary of Revision: S H' 4) CRo 55 56"e77oN of e cl64.) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 10/17/00 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /4—(e0 Plan Check/Permit Number: ?? CO 75 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # fo Revision # / after Permit is Issued Project Name: //e / .-_ UN C Project Address: 56'1 - 5. • l5-, Contact Person: ,720 // 'M ' Phone Number: && Z55 G Ste' Summary of Revision: Q I c2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 10— l lQ Cr 06/29/99 6300 Southcenter Boulevard; Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 r l!.Y ,?'i� t k� h`•r.Tevk'�Siil�'1; .µ "� `M,rs,.t�T,. k '•t s;zf`� 11,20. rit �'xvdisfis +(1�r:;�:�, �;`�• /s +•ru ,a�.'3�l�rtt�•d�i� ��t,;..�;:? z�i..atS.�r.�,.�,.'�z�� City of Tukwila . Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6i\'Ulq Plan Check/Permit Number: Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued D'1.' atls Project Name: &sm af 01 • List ') Project Address: 7 5 15 Contact Person: Davi Phone Number: Summary of Revision: CRAG tkVLr ( �,�Q,��C Entered in Sierra on C) ' A% I 9 rmcenteD C'-v r : Ti twit SFc'2 1 1999 rLii v IT CENTER "ag John W. Rants, Mayor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:�/C�' 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 I Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0275 (511) earn awMxK #rM Re: The Junction - 5618 South 150th Street September 2, 1999 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 2. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 4. Your street address must be conspicuously posted on John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 5754439 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 373443P t ji 1 • Fab-24-00 09:09A Lakcacidga Development. • • • • •. ,•1 . DTTARTMENT OF LABOR AND INDUSTRIES • REGISTERED AS': PROVIDED BY LAW AS CONST CONT GENERAL REGIST..# EXP. DATE„ CCO1 :',.TRYONCL013DH02/01/2001:/ EFFECTIVE _03/08/1999 •TRY0Wi.CONCEPTVILC' PO BOX 146 RENTON WA 98057 11 •••=221=""41.- a "4 6■••••• Ant[Display *Yr. ....,.....4.• 42 228 7232: • , " s.. • Side Elevation Rear Elevation �I MINIM Side Elevation Tr on Conce t I© L KA KES ASSOCWTO3 ARpRTECTS Master Bed. I6'0 "x13'1" Bath NEIN TT-N+ ._ Bonus 15'6 "x13'3' PLAN # 2359 Bed. #3 11'9 "X10'0' Bed. #2 13'5'x11'3" Upper Floor Plan D99 -0275 El 4 Garage w tmtrarm axmueUSHED YAWS ASSOCIATES ARCHITECTS 40 Patio 10'x10' Hall Entry IL Covered Porch MAIN FLOOR 1204 SF UPPER FLOOR 1155 SF TOTAL 2359 SF GARAGE 536 SF DECK i PAai) 126 sF SeUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OT WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. Dinin 13'6"X12'0' Livin 13'6'X12'0' Date SEPARATE PERw1114 R EQUIRED FOB' \; MEAFTGAP:::: ICF ¢ E IEC CFlL IUnC �. , ! ^cTw o . ' ■ Main Floor Plan pi., ippui SQUARE FOOTAGE DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPERFLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE FILE COPY that the Plan Citeck approvals are :L�Ir'ct l e t to stand errors and omissions and approval of t,ns does not authorize the violation of any :,act' code or ordinance. d. ',actor's copy of ap ov prr " f3 1 Permit Nc) Ci ?Y of OJ AP °ft 7 1.990 0 4" co Co 1999 DNlelon I GENERAL RE(NIREM3t50 al rsscaL I. Thee covaeMet here been prepared m z . aaUVr raw lollaeMg the standards eat by W C .4V1Ktbn Sta.. kmti.e XV / It Is fa Nr eorw9111. of Ur CalVader /AmS. The out. is Intended to work nth a Mbrial [let col! i ng the (a) comet lion all Item are raceme., rage. to crnplete has aped. project. Load.. with C.rtrecla /aner for corp. listing of &pe ci cerebra. town WI cWCafeet IL min stab 'C.o.d.. with ne.riale'neh.leeUon adede'. Tins. dranrge are copyrighted. KAPPLER ARCHITECTS. PS retatra all rlga< oerer0wp and mlgn copyright of U d finder the federal wpykjrt act Reproductlm of Ilhltratkrle or wxxking drab, an any four: a b authorirauon of W KAPPLER ARCHITECTS, PS. Daly 3. Authorized re coluct!one rat bear W Mme of KAPPLER ARCHITECTS, PS. 4 Cawtructionnsonag draw, by tter very M We are dlagrarmatic end do not pep. to eh. all de'Alla or .06. of owes -tom . Qrs.. getvaliy awe to Lhs achnectva Vddelgn Manz and to construct. tednical detailing mlehh Wee dmtrga As dare.... inte preL't!-,:..,, sand revisi. are all pert of the caawct!on p.-ocme. KAPPLER ARCHITECTS, P.B, thxefors shall non be liable for ay drect, ee&ert, or omenstettlai daagesa as a result or not participating M W radna anon process 5. Do not vary or modify the :ao. mown, except meth wheat instruct. from K4FFLER 4.141TECT5 Repel dladapanden, and re:belons ter KA ; .ER 4.011TECTS, PS. Immedately. 6. Due to tM Metre of c.s.Nttpil4n and the bulking process there ell! tea bldderdekgn and Con Vasa /Oluer ...on of W balding re.. .ft, corp.. and aeombllee. The en of a., a., Is considered a balder eat' and doe not inches epedfhcatione or bolding ataale Iel Thar etas It 10 W Contractor/Career resporobllly to provide 8nd r- oordmab apeclficaudm, 1.1.hp, product selection and atallatbn or stea d,. KAPP,. ARCHITECTS, P5 ebemm no 1.1Ity or reeporalbllity for d ocrepaclee or cad. Wch oar Urough ceraracta /Duna epOlFled ateriab and their reepectnes 6atallatlon KAFPLER ARCHITECTS, PS. aseuse no tub!iny or resporobll.y for any Item Weft ay be cafe. out a referred to by mmufacWa as brand Mee. Items called an ere dam co for ...or only 1. Do not wale th,ade dramings for educai dteewlone Verify all d.sisiau and datum, before cormencig .. and be r.pa9t a for tin er accuracy and reaart dbcreparclee dmlmlons to W a cheer t I nedatcly. 8. The Contractor /Omer le reepwebie fa eoardeatkg work with than of all lradm to acre paper and adee a...)a of all trade work,. The , dracla .F. I be reepamble fa all req., mfemy pecautons and poor . requa. to do We mock M) Faude. 9. Ex . rt t as apeanrally defied a be f. 6.apaldUon fa all des lat.s, abbrevatiwm, I Foundation wane eh 8' lack and s pple . defbec a .hail foibw accepted refs! etandarde. 1 Faoteg to tea nh U' thick and extend 6' bap. Fireplace m k re- Infaced with 4 bare dl 6' toe. each ay, and beanmg on fkm udlearbabb ant. '.gpiloe footing bare to vertbal dYrnny re-aaacmmt per daptere 6 and 31 UBL. 0. 411 work mithm tWe contract .Mil represaern Wt of m.muy etardarels fa t. respective tradem W bcdlbnm WdhW poject a bud. 0002 nl°•", ght t5 ASfiB'EI_Y fEO11Ri3'ETA Provide craw space access, ma. Iii' x 24' urobeth.ted access per UBL. 23113 .Maio and ueaUm <Wip per energy requemens. Al. IS' added apace Ceder wood Joan and R' mwem apace under mood garden. 2. Provide attic accen rd. 22'x u.h 30' dawn Madroan at..etructed readily access.. cpmene per WIC actor 5051 Msulete and weather-0.a pa energy R en ovlde venubtlan per UBL. are folks. A) Crawl space vrmlllatfaht dram nor' area shall. Apt less tan 1 et. pa 50 a f. uric floor era. O.., Mall be placed as dome to W comers are pact.. and .hail povide rose venation on at last um appoxmately opposite eldee per eeelaon 23113.' BY Attic vane. t W.. net area shall be not lees than I al. pa 50 .f. of attic area or 1 et per NW et. of atUC area If 12 are dW 0116 and ! 2 b at beet 3' above the plate Ice per ttB.C. section 6053 and malty req., eraea 4 elope en dad..., Ghana ye, and patios away From bade, . Moms V4' per root. 5. Garage/Nouse occupancy separation A) Ocaparcy separation from garage to lase eh. be of Rs I1lNe cant.. and be on W garage aide, and extend from cud -sill W roof eheatFMg. The c Ilk Job., wane, poste and beams ay.., ...re above 0911 be covered nth 56,' type CsJB w.n a living area is above W garage. Use 2 layers of IR' type 'x' ChB at trueem and Tea ..C. 3014 and table 1 -8. , Bl Dior beuuem garage and house than 15 ogees flubs eolf- eloekg solid mood door 1 3/8' lack per LIB .C. section 3014437 6. Stalr amiably AJ Headroom 6' -8' a t.a, width 3' -0' web B• per UBL eedbn 1096$. BJ At private stake trend 9' ..01, rimer 8' axing All o.r ate. treed II' mdlerm, ri mer i' maxwmm per UBL. 0'063 C) Tdp Mndrall shell be 34' mdimtrn and 53' maxima abas e W nark stadia and not lase tan 1 IR' or more than 3 1'7' Ron U'e all and with rattans at mW end per UBL...lon MO 9. DJ Int. fie blodxg at top and baton of stringer span and wan along eubger per ...action 10811 E) Goya usable apace uda mimic with 56' ups 1. Lauady Ouse f Duhbwaeer °Jac. - povide 56' type k' GILB or 26 gage ahanmeal oath lode Jamte on all openkga to shaft mrfaces end be .If domp solid core door 1 26'. 8. Fires.ppng - as per UBL. 2516. 9 5.0.41 deign alasa T rotes ere provided for convener. only and do not Mph that complete etruct cal anal,. ham been done on Ws etruettre A) Trvee Loaddg. Load Top c rord cle load: 25 psi Top cnad G d I. p al, 11 psi 170 pee t tile/ Bc ,n dsad t v Inge: STI TOTAL LOAD 42 pal Bi Ronf Ilve bad. 6 pal CJ Flea Ilve bad: 40 pal DJ Star and corridor live load: ILL pal EJ Med9nicel dais: :uelghte prov0ed Ely nenufadurer F) Wan 80 mph expoeve 'B', Rata am.. Gl Earthpuake. Zone 3 Aliowebb all erasure. Was a sells report by a gallleb engineer Is provided, all footings and Fari-JCr .ell tea on es. ed 2090 pal bearing capacity J) Equlvala3 fluid peae:re 35 pet. m Prefabricated Frepaca• end Sold Fuel eu Appliances: A) Solid 3el basing appliances monde airtight stoves, flrepbce stoven room MaereAheplace stoves, factory boat fireplaces, and fireplace inserts, and all shall campy with this povielona of Section 3041 -3045 UML. B) natal Janheye 0n1i be encioemf above W etc, m lads W appliance served Is located, m alle having one Far Me reeletenoe sung and with a apace on all aldse between chi ey end encloeag mils eufflcla,t fa exdma33 ad repair for Mire dsa, Walla mall be tn.. oparunge per UMC..1 -814.4. Cl Rovlde nrestoppdg et per U.B.C. sedan 10021 Dl Ineall meal 1 et. with hearth and sun.. pa manufacturers E/ Prefabrlaeled fireplaces. .rap, and related caporenta to bar UL. epealleationa, or k;BO eel a approval and ...ad per made.. require... F) The heath 0x11 minima at leant 16' in Ram of ad 8' to each side a W teals. °p`'r'h3 wines ten opening b messier than 6 et. IF W opening Is 6 et. or larger, W hearth 061 ..0 30' In (ro 3 and U' to each aide per UBL. 3m2.1, 0 102 21.5.0 MR R 3 ERFMFNT81CaU L A7 n early fireplaces shell ben deelynd and constructed to cora, mien W3L. action 31027, DJ Chlmy bentnatfac dewy eust eased a Min m or 2-0' above any pow of W building ahhn 10 of the cheery. Clammy to have relMaced .lend-cermt ter cap, a.. to ah. dater, or weary elide or canasta cap meth sand smelt perg�j to'V dater. Pargdg to to nh l tack uRerr aroay, acorn a Carnes ®b ap !e tare, dhbr le A tea reinforced meth re bee are bad baear are dhomt Rovfdm VP rhm!h eater .perk grata at fun eermatlon type C) Ch rtry DJ Flmheg Flash and rucuhtaflash with eh 16 ga. galvanized sheet meaf or eauivalmt lype E) Anchorage - Anchorage 0911 be provided at all .Hine and floors more then b'-0' above gra., except Nh oast.. entirely tel. W exterior a1m or W Wang, ardbrage . 0) 3/6' x I' steel et.. cast at least V' into W d4rmaj, with gree ea 60 de bend with a 6' etclanlon arord W c.c. reMacbg bens on W outerface , the dWreg ands strap is •v be seared to W ewcWal Pasttrg of W .ildag math (2) V2' bola pm .trap. Uhere Joiete are parallel to the Wene9 a.apa are to be endued .2x4 otos.. come., at leael 4 joY,ta and seared with (2)160 nails each job. type F) Ceaarca: Prw!de I' clearance bmtnea away fireplace or chart and ceriaet.le franarg Wrn on exterior wall (IR' dam ail Mieh a gad Rovlde 2' dearace befinem weary (tepid. or dtmry fr. coamatble framing aten entirely mh the bolding e3 tva. Canbtetfnb material eM4 be ilk: 6' clear Raa fireplace 3penirn. 33 each alerlal oUan C' a the opmkg deli project more than V8' fa each 1 of deararee ern rho opening_ Provide ninaai wood fhestoppkg at all mparataa between fit.. and woodfranmg. Wall heads to be ed V above Freplace opening for fireplace ban fFxh mien W all, Faaer header Mgrs 6' fa every 4' of maw, prof.tia: in'.a W ream `•Holm Ourba - Sod. lords to tea constructed of clay pro.., with dn. Wane. as follow.: hack all - b', aide alb - 8', (rant all - H) Dariper - Damper to be tight fitting, operable nth a ready awas.ble manual of an approved a... control. Damper Idly opened. have Res area equal to or greater Om the required maims flue elm mcabatble lend tgobaL a Hearth and Ext.. - Hearth to tea at. mime, concrete, a ohm approved non- webuet!ble materlak, or re- mfaced to cry 1a owes stele and all Imposed bode. Hearth mat extend bsyatd nrepiame m follawo Opening 0 eq fl. to 593 sal. R Y' in Fro., &l each side. Cpeni, 6 xy. R. or larger, 20' in Fray IV act side. Conic. Mash end mead. to be remfaced with 4 bare s 6' oo each nay. Pre-cut etas a pre -cast =aerate hearth and eelemlaa to be supported by 3k393A6' angel • 24' on Provide an.orage to floor Rang as noted above garde.. to be datfgubhable from adjacat fbahg material. K) Firebox L) CorleasUon - Air provides an abide eatr. fa cone.. air, 6 eq. In nn. duct aline, oth operable dap r, outer to be NX.]ted Irel. W fir.. In the front portion 0060 fElsk4TORY A.i11f54ff"t?tT9 All construction 4911 amfan to W 691 Uniform Bu11d1, Cods (1.1601 and be In accordance nth ell Slab Lam and Regulations and vabm code. axe. by Jued.t.el regu rem.. eel local a hernia. 1. Arrange repect.e W t are mandatory de to NbGcUOnal requ.ante. 01500 CLNS I Provide Terpsay Facraue - mob., elem4l ley .b, tepaay tenet per j.011.1onal rrqukemma. 2. Prwida CoMampaary Controls - ehc.Ung doebn a fluent and ewface water control am mtrapmmt dreg construuea per jtrledctloMi requkemena. Ben DfV151CN 1 Dias. 1 SITE 655C Part 3Part Execution Rohellh grading: 4' bebm fmlah aadag dab a others. apcmcl. 1. F • ga on,b and d31 02900. 3 Excavation, badIllldg, and ccapactkg for e ae needed 4. Excavation, o leg. and ag for pa v m raced. akg 5. m and dia efapnaal of excavated ed matalal as mot .. Importing material termaterial needed . are needed. ?. Rx renrem pval as needed 06,20 PAVING AND 5URSAC6Ya Part 1 - Product I Walk, road, and parking paving: A 4,10 V, clam B, over 3' crush. rock or 2'A113. B Crushed rock 506 mYUe. C Concrete pa Chinon 3. Fin. and co.: C dnate with .t.l la rash .I.ct1on ad odaNe 7 Unit Paver.. I. coorda. meth natsale Mleh NeecUon Nctn.lrle. 3. Pavement making: 1. Corrdate with materials finish Meal. ...Lie. 02700 9 5.14 1 5E AND DRAWYsE Part 2 - Product Sisballnage system: A Foundation drainage 4' AD5 pafaatW pipe non - rg!d. 2. storm sewage septa.. A Exterior rdtcas., grata, end frames: Cordate math aterlele .10..Ion schedule B Culver.: L Goof.. with eater. finish uelection schedule C Drain ppe. 4' ADS non- perforated tigrt IVs. 3. Sanitary seaq a eteeth A Saab, ...ion lam IN PVC miens rant Won ie noted B 5ep315 e3stem. Pa d aw 33 of b!dda d33333 . Part 3 - Execution 15uwdnuage ayet A. No. to dram ad errand In wail Yamnty material per details. M553. 1•65125 ING Part 7 - Product. Bidder Deky END DINS. 2 Phalan 3 CONCRETE 018Q0 ETE A'PROv_D'IEMTb Part 2 - Product I. Irrigation .ystee: Bldda deign L cordate meth natal. fl. eelacUon edged le 2. Fences aM goes: L Corrdate with atalale fnlNh.ecUOn.dndule 0300 _2Ff F FORLY7W Part 3 • Exeauon I. Fomuak end bracing for etuctaal caret -m place concrete shall be by ,Wcontractor and reel the requb 'Wane of W dramMge and in• yry standar... 2. All fxx , 3 01I mall be placed h aids a manner es b allow cast. pia. re concrete to be placed wt11d ma.. and to alive structural support mane s to Nt beim W Root II.. 032121.Q2KRI E ERE7213akK Pant -Prod. L Rehferng steel: Deferred bar .lees and loc.. pa plans end de.13. Cede 40 Fy' •40.. 2, Wide uke FaEra at I33 3103 par plans and dea3 brio, 1l.4x14116F Part 3 - Exeantlon 1. A mMmmm lap fa all Ebro ehali be 2r6' or 30 dbmtse, Wdtever 3 3rge-. Rovlde coma bare to match ham. reinfa .. Hamm coverage per detail. and MC Chapter Fl nip ge C_: EME a x.4 9 Part 2 - Product 1 Anchor bolts: Vt' x 10' mew pinta: noted on dradrge. nd J. Ex... a contra. Jana. 0' aspiek Irpregnabd felt are bated p. aami ge. and details. Part 3 - Execution Andnr bolt et 6-0' win. OC, 12' from corner and Join nen. erbedmen eh IL 2 bolts per place of wood. Part 2 - Product 1 Structwal ca¢rete: 5 sack nr- Fc' • 15C10 psi a! 28 days 7 Arch.ctval coriaete: fa ay.. eggs . Arden (wa0nd) 5 tack mix Po' • 2r • pal at 2e days, with 38' road aggragab. 3. Admxt'Tea. A All cahweb shall Mae water rrdcag adrature ex .t. for footings. B Al. ear.. n 0.11 be 5 -en h all concrete esp.. to metes C. Coloring agar. I. Coo... meth aterlale fla. aelectian tdedule Pert 3 - Executon Div..4 MASONRY Part 1 - Prodc I. Type 5' o nw Integra Inte aarponrg agent. Part 3 - Formation 0480 MA9pNRt�A € Pat 2 -Pre.ot I Arden and Tie• I' ode 72 gunge cornnated steel strip, no.:- ccarovve. 2. Jo33 redfacm 3 standard ladder type 3 gage ore I -11' lee than all IlYdknass. Part 3 - Execution I Per .0 Ompte- P 04200 33113tabOaa Part 2 - Product A Exterorr bcalbns: Mnerag. I. Coord.. meth eatable finch selection xlndu!e. Meador beefier*: name/. g. I Coord.te 0th aterrals Mleh mactbn adJule C. Pavers/planters: nameAnfg: I. Coordinate meth materials flnmh selection bdedule 2. Ca.. raerry wtr grade N -I f1'kL anima eNdwix saceted ahem per anima A '.peCldl'unl.. I. Coord. nth aterble finish selection ad 3. Wise masa, ma: /gaet blot. A Exlerfor bcatla.. naeeheg. I. Caadlre. nth materble M:ed eel. r. adrdu'e. 5 Interior ...ono nawmrg: I. CoordiMte meth afalaie Mesh ealecnon echudne. Part 3 SbeUtbn I. Brick and Vane.. A Black verra shall be atppated on footing, fa xidtaol Of other non -cab Ube Newport.. It shall have Pre fait backing aM ties at ! po ea.2 e r of v..ae Provide f nfnemm air space between Weber, and backing, and approved flaring et bass, veneer, a. 36' rand weep.. at 32' oc. at W base of vereer exte 039 from W ter .paw 4? the ate.. Verna M9!i etpp rt no oed other Wn I. can mlgx ad the vaticai dad lead of vaned above B. Pa LI5C Chapter 21 7 Casa. awry wt 5219.) A Concrete nab, unit walla shall be constructed to conform to ASTM C. It shall err laid. rear aced ad anchored as sham on aeon,. 0440ID STONE Part 2 - Product I. As e 3 on drawings. E x.ia bcenaro: naneMfg I. Coordinate oath materla ls Merl .lector .c ed le. B. Imcior Iccauac: aandsfg. I. Coordinate oath materials Mlsh.tection sore.. Park 3 Execvtlan I. Stone Vaeer A See Brick veneer END DMSION 4 DM51O1 5 NETALS @3300 GA6T -W -PLACE UOY.fETE 0:6255. rETOL FABTENWCb Pert 1 - Product I. Bola: Use elze and shape per doge, a are ra33ad fa ht.. prp33 0550@ METAL FABR�ancN Fat 7- Rodibt I. Handrails and guard Provide In sixes and locations m &hoes per dug. END DNINCN 5 WOOD AND PLA5TIC5 06 2 ROY. CARPENTRY Pert 2 - Modal L Rang Lab.: Framing lumber .11 be marked In mformance: with W WLLB standard '''ding rvlme fa wet coast k ro 16, la3 3 edoO.-. All Kl dried niMmd 5 °. A Joel end rafters f 2x6 n a erg.) Nm-Rr •1 a bale.. B. Beans end .Vag..: (4x aM large, Doug-Fir R a hart. C. Po et end tw' ao- Doug -Fe and minc Studs, d doom rd nos. Inge 3 , 3g Fkm•FrJDdg 7 standard. E E. TTA, e.: Per mraefaaaror F. Glue lanceted ..r 24r 1. En. span: 24F VS D.E. 2. Cato. or earelleva: 24F V8 DFrDF G. All other brash Nan -Fir Standard or better Plgaocd;alented etrard board 106B3 APA graded I. Wall ahes.g: me TYPICAL WILDING MATERIALS' ilea on W J. Floor ateatMn9: sea 'TYPICAL eun.o G MATERIALS LIST'on t9 deg. K Other: Asa noted on craaege. 2. Particle Boars: APA galled A Undalaynent I. Flea se: 5/e' NON) 2. short 0,1: V4'NON).a division 3. Cab. surf.. 3/4' (LL011) 3. Teases A Prefabricated coerces M ete mood roof ...Ube designed end etaaped by ...ad. In a.... with W 'dafgh epeallcatbn for role) plate camcbd mood true..'. Deekr dm., and details to be ay.. tpon reyueet, B. See 'Roof Rmhg Not. on drawings. C. Rpof dxrg,, Imp , kidding and tracing shall be by mandactirer. D. Reid ..att. of Wee rust be designed by .4 Mixer 4. Fasteners and ea.., AA ate .1 be cannon eke of alum fa .reed pupa . Mead 313 ,pet to Rah teada d am e a beams with Stepson hange ines eon. meal to wt e:leded purpose. Sep. tardnare at other ...on as aUMd pa daub, Bolt heads Me ad aA marate.r DWl. 5. 5 Poet to rat footage cartel.. Pro.. prem. vmbd poet aid podtive connect. b foot3g per IIBG Pat 3 - Execution L 1M fo 3 3, will apply halm than on drawn, Ail ea. haring deails ehaii be truce. to ter..:t adr. F to SEC. All !taming fall codeine to the ,411renaa of Chapter 23 33 the LEC. MYSa naiing shall conform to table 23- 11-54 of W t9C. Hkmg33 and spacing or.3 d. 0x11 cermrerrh to table 23 -1V-13 ar tin tA3C. 6720 F15.. .4895113 PM 2 - Prod. 1. Cabala A Coadrate nth rater, Arian se's.'tlor athisd. e . 2. Mara. aril cabin: Coerd.. akin na.r.3.0 selection sdrd..e. Paafr 0. Cozdcna. with aster. fraeh selection sebdAe 4 Stew and ha.. by- A Coordinate with aterbls froth as.. soadule B Seems con 000 ae 16 rda< sed, required. 5 M - and.11t-h Mares. A Co...nthater9b!Mich.bctirn Flee. iereate and solid erfare nate A Coordinate Win reterlab ItasFt 'adia: ado.. END De.1563 6 Dlvalan 1 50ERd1AL .YD 1 P: GTE i N 0150 DAt4i Part 2 - Product bercy3(J -3 aap±a't s'4ton Part 3 - Execution L Ors rl) vat pa UFO 'll2 a x'AF Part y - Raid t . Gaud cove: 6 ail polyeedere black Bul.kg map see Ur MILD. MATERIALS let on tM..age. Pen 3 - Fvenelas See ON R. scat' •equrease. 0]3 16LLATiON Pat 2 - Product L Fbagase or 'liberal moo bags, oboe Mineral wool, and extruded pohy°,tyae. A tills: t Sae the TTPKAL S.D. MATERIALS' Est on tie dais. Celfaa}- L ore the TYF/CAL 3J'. G MIT. .1Ai_5' list on W d.ge. Flea: l yes the TYPICAL BJLLDPYr MAIER , fit on W ciat, D Fameatia Panda R -0. 2. ...ins s Foam A dad. want toe. Pat 3- Ekeortwn I. $are dNnla: {T: energy regd. (LTiPir7 RKFW "s YtATER1 =. Part 2 -Prock. and 'con, b'ee. A Sae to TYPICAL BOLDS-f' z MAITA.S' lest on the a.. 2 H®:bane roof. a 3 !are re,ed Par 3 - Ex,aanho. L Install per angacl:rer'a emu?' am O... B of W "..B(.. Part - Product L 3kihg: A See W TYPICAL 15IILD6Ya MATERIALS' Ilea on the dra i ne. 2 T: e A 5. the 5,15CAL. ClUDe. MATERIALS Ibt on W adml 7th. 3. Sofna A Sea ere 5u3D 1141EPoALS' eat on to drawrge. Other: A Sea the '6 :CaL WW1. MAT-35A), lid on Use areonge Par- 3 - Exea-lon I Imtd!t per f acture a ...err ada:era and asap. Pi to ttEC FaM2- Prodx:'. 1 Gauge galvanic. pe tnlOJ. Pat 3 - Execumn I. frail per Chapter 14 and 5 of W .C. 01100 R i2,35M SPECIALTIES Pert 2 - Product L Y atle: A Rd, vest naruauued aJ I. r d..w.atrlal. Mh.h.bct. eaedua B. eanoom arefaaued ty. I. Coondab with metedals Mich eeiection eo.dule. 2. Gat.: A. ...m ous akm pecoabdr 1 Stye: K prole 2. Cola: Math, famle 3. A 63 rectangular akin. pre... 1 Co.: .tch. faeda a ate B. Tea to 1 drain s'Nt°4 01800 SKY' 16315 Part 2 - Rode. Hauacurer: A Coordinate with ataa. floe nelectbn nc ecule 01900 ANTS A :e Fat 2 - Products I. eauang A Styaa b'Mdero caking (SBW L Cola: Maid, aiding Elm DMSICN Dlvleon 8 DOORS AND U0NDd16 03200 3317 POP. (Loma Leal, Main Leval, Up. Level/ Pat 2 - Prodcle I Patel mood doors: A- C dd. with mtaae fin. selection a hedule. 2 Fah wood .ore. A Comdata with rater. fr. selection .Jule 3. Stile and raE(etare door? A Cordate m/nalerlae M..lectbn a Jhedae. 4. Patio acre A Coordate with mate.3 finish .lect....le. 5. Others A Goad.. mnh atedals Mleh sdcUrn ad9dule. ¢5300 SF£CIALTY pQlRS Part 1 - Pr.ketn: L sliding glans door: Coordinate othaterals iinUh eelecUon ached. 2. Garage door- (akerntylee lees division 1450) Comdata with alas. fHah eetetbn ahable. Pat 2 Product. I. Note: Egeee - A EEary 16ap33 .hail Mve at east de uMdow 3 h a .et Cigar Opmh 33 5.1 e1'. The opanfg Mlgd shall bar 24' mhea eldth f 20' mMmrm, with e f Wehed mill • ) 333 not rare than d4' above the floor, per 118t. section 310, B. 84339 glue per UEC Japter 24. See plane for agrees and operation. ' w . Mecured A Cebr. 1 Coordinate with nalsneb rnleh see . ans.. B. 5yla 1 Cordate with matmlab finnan sebcttan eded3l 08100 HARDUTARE PartT - Fat.. I, Zen: C7 b with aterab fiMeh.lectlon acfi b. 1. IL1mter Sipping: A r dare meth aterab Mteh..Ction adhedub 3. Tin eatolde Coordlnd. with materials finish select. ...le Par 2 Part 2 - I 0c0esa . Glass W dram to ...red by bas end wind Y_ndlrg per fE3C Table Japes 14. 2. Safety glace per U1SC Chapter 24. 3. Mirrors to be blared 54' Float plate glace. END DINSICN 8 Div.., 9 FWISFES 03250 GYPSM Wan LBOAFSi Part 2 - Produce I. ilb!le: Sea W 'TYPICAL BuILDIt -Y MATERIALS' Iles on Line drawing, A Fmbh: L Coordale with Contrdc...er a atrial selections. 3. Ceiling: e re the 'TYPICAL BUILDING MATERIALS' let on W drawings. A Finish: L Coordlrate with alenals fWOh aeecton ah.b. 3 Code requ 223 arms: T O ', are red{ V nie aee I. Ste dl 2 C31 2 8 iliac. emby p B o loc232, derbo Gn.B are nsgki at whet a dap bcatdrc paNBLaec15R 4. LLU nderbcard or .roc at all ilia locations NON .a S. Metal cane bead pone: I. Coordinate with neeclab.0 noeCll., add... Part 3 - Examinee 1 Apply as raga. b UBL. Chap. 25 and Table 253 ad 251-1 Nana saes In place, per table. 03300 TLE Pat 2 - rhoduct i. Cara., starry std warble tile: A Coordinate with eater.. 6110 re!xetion schedule. Part 3 - Execution 1..Fer te nenaactra's reccrmandeLlar.. 02 2 Hrx Pat 2 • Rcdncte L Type. A Coordi ate..trind (Main eelecua, ade.6 r � R£5ILIENf FLOOE5 1Cm Pat 2 - Product. I. Tty A Coord'rate mnh.terla's FYJeh eeixtlenn naleda .3-5 7 83'2 . Par- 2 - Pro.. L carpe[ and Pad. A Coordinate with nateriale ...baton ac.club. 09900 L'M.71:4fart 1 - Pro. a 1 Panting o.r prepared mrfece par.nufaarer'e recommendations A Coordhab with natal. finMin adection atedula vFPIw Part 2 Rod.. L Type: A r- oadlnate wllh CoMrador/Oars matalal eelemllaa. EM) DINS. 3 Dl..leiah m . SPECIALTIES 0200 LONERS AND vEN15 PartZ - Prot.. I. Hardware cloth wee V4' x V4' on nor, vale are detailed. 2. Cord.. Y performed meal boffin vat are dealled. 3 Roof vent (See Dlvblon 011001 4. our vma ea noted per plans 103 PPE60..PCATED FIRPFLACE5 Pert 1 - Frock. L Lo.tiovMOdslacceaeorbe: Coord,te with ...10 Noah se!ealon schedule. Part 3 - Execution I. See 83,3 3n 0!0012 for bac. aaeesm y reduce .a fa frepiecra. 2. See d323 Il axergy requirements. 19400 IDENT6T . n=ag Fa Part 1 -Pro.. L Bliidug cambers: A Cordate with .aerials Mesh sees.. as deb. Pan 3 - Execution I. In. h I cethon pw jaledidlaa! redulremena. 3 TDIL_ A'm BATH n ewvlE.S Part 2 -Roder. L Toilet and bath acres... A Coordinate with aterlab Mien seeabn edrdue. Per, Z - Roduda I. Storage Closem, Cordate with aterlale fklsh ededon edJule 7. Cloth se Cb.te. A Coordeate with .terlab Mleh .Ixtaon edaedue. 3. Pett, END DINSdN Dlvbaon II EGIIFMEW Item Md 11IIIA CE EWIR'EWT Pan 7 - Product L Vacua cleaning eyelerl: A, data meth outer. fhbh u.ect!.wn ec ale 11450 SESDc AIM ECdEFMENT Pat 2 - Product !. Garage dos opener./ A Corrdate math ma.nale .10 ...ion xkta.ak. 2 Irons, board cabman (or crane,, Comdata with materials, 1310 eebaaon schedule 3. Free- eardbg appliances: Coordinate oath.terale ft. selecton eches.e. EfiS DIV151CN it DIv3ion t2 FUR1155665 177I'INdf Part 2- Prod.et I. and. (ada, A .Coadab with materials finish selection ...dile END DIVISIOI U Dlvblon B SPECIAL COJ5thd1CTIO1 Pert POOLS Pat 2 - Produma I. 81d0a design 1386 NOT TUB Part 2 - Products 1 Ely: A. Coordinate with meter. Mesh enedlon ednd%tle. END DMBIOI 13 Dlvelon CONVEYING SYSTEMS 14100IXa1BUWITER Part Z Rod. I. Du omits A Menufactuner.dn nabs: L Coordinate with mate , lash .leans a ... ETD DIN504 14 010.-n 6 1£CHWICAL N2715 Geld) Part I - General Meda lcal eye. to to bidder deign 2. Regulatory reg3Yenentw A Refer to Divblon 1 Gametal Rat{ trenante. • 3. Canada work an pa., and HVAL diagram layout A Coordinate with other trades. Pa 222 - R32 222 I. Pipet and RttM3a- Al.. < sole ABS p12.33 of size raga fa We Intended prpcas 1 F233 amt Won mall coarmicn neoprene pn'a per bunions ehaim on the drama,. 2. Provide clean -cute at barb. B. Vera: A35 G Ga. Par code, verify beet. of applbresa. D. Water L. 1 Be1om Grade: 1 114 type K unevhard molds 2. Above Grade Grade Type 3 L weal .der Z. PM.m, egnpmant: A. Not water Treater: (Duals m tan.) 1. Caere/Mats meth dews material select. B. Hose bib, lost proof ups: Mann.. mesa C. Mom shut -off valve in garage D. Flabi g flares 1. Coordate myth arcs materiel eeteeUen 3. irrigation- (bider del, A. PraNde T' corm: -flan n wain IM In garage by wain cut -oft vaber meth separate s uborf end drain valve. Part 3 - ExeCetlon I. The beta. to deign W eyee.m to approp8 2 'to phaedonal reaarmmb M and otiocombatant M a mama coatant meth rant, etardarek Refer general reduce.. Pa. 2 - Product I. Formal Ar: A. F.. ayetm: l Coorcae. with stela. Midi ...coon edrdula B. Duct mak am wulat.rx L Coordinate with materials Mleh eelecuon edndle C. Air cleaner: L Coord.to with matalab Mesh a -Ixtbn edhedale C.ontrals: I. Coadnate with materials find select. whedue. E Reglatae u1h edxdabb mop,: L Coordinate math rater. fl.h selection ad9eke. 7 Fan: see 8Nlala II energy re opeaner a. 3. verve: 1. Coen.. with naterala 1310.kdHon sd Jule. Pan 3 - Erenucn TM Irmtalle se dekyh W ay:s.m ea appropriate juedldlone regrYawma aid Smetson 4 teamer ...tent with bad, sa.rele. Ref. to germ require... END DIVINCR 5 ELECTRICAL 160m0:ENIERN- Part l - General L Electrical e'y4tm5 to be bidder cwt, . 2. Regulatory reduce.. refer to DIvlefon I - Camel Requirements. 3. Contractor La pavido elac;Ir1622 diagraming 2ya.a. dmig` draft, follow aghte, phis If provided. A Coon.. with other trade. kal_e0 ' U2€B Pat 2 - Product I_ Wore a i Bates. A Volt f2 6A (3J 2 2 1 t CFI • Deep Loc.. e. Lon Wo!a ard t 2. Fam Ckait br e:l stand box fla labeled A Capacity: Bidder Deign B. Crafty: Bidder 016292 3. Gnawing: A. Rohde (112 IR' sandeb 80 PVC Conduit at concrete stem all for dect.5 al eavba and (233/8 ' diameter x 60' bag 92Nadzed rod for electrical grave,. 4. Snake DetecWe. A Provide and .tall pa UBC..ctbn 3105 5, 9re alarm A. Provide end small per UBL. chapter 3010 and ae ragmed by 9overran9 fire mareMn Part 3 - Execution 1 2 The Waller to deign W e to appropriate Jwmdlctlaai requvmena and amt. el ea a nter cahbleteh! meth the in.., et s.. Refer to general rapt.. and UBL. 15200 CO'0 Part 2 - Produce �. htevelon elan and nearly deiteeebn ayseama: A Coordinate with at.lals fh10.1ecuon edaedub. 2 Phone eyebn: A Coordinate nth materials Mldh.Iectlon soh. e. 3. mtencdrmnicatla eyebme: A. Coadab with eater. fired .leabn ed.dale. 4. Stereo opt. A Coordinate nth .. rime fdeh seleMon schedule Part 2 - Products !. Peeress- ! Coordareb with metal. finish alectlon adaedele 2. Control: 4 SWtd®:I. Coordinate nth materials f eelectbn edadule. Dlmaro: I. '"r ate th atalals Mleh selection echedub. Box I, Cordate with i finch Selection sdaiule. 5. t 3 - L Coordkatr w .aerials Mleh seledion schedule. Par t 3 - Execution I. 1M Waller to del, W eaten to appropriate 2141222onal rxpire mesa and fvcuen a mama 62Mletmt with to Santry eland rde. Refer to general requirements. END DMSIO116 Dablon FSEfGT REQUIREMENTS W45HINGTCN STATE ENF7da( CODE: General Notre: L Electrlo water haters) s.11 have pa 1550433 aspaate power or gas ehulo22. Nareosproes.e Rm pad (unmated epacee rny) 1. NACEA Abel on lark 3. Te peratwe .4229 (lees than or . to) 120 degsn F. 4. 53mers and lavatories shall telt 1w W !lees than or : to 25 gpw (5 504 0.5 A. CU.,g 6.ula6lon. I. Baffle to maintain I' air apace above e.uatbn 2. Baffles to extend b' above bolt emulation 3. Baffle to extend 5' above bole fill . ulatlrn B. 28)) L'eulatlah: L Face. added bat. 2. Frialon flt traced bathe 5. Poly vapor retarder or 6. PVA pain ova d, cup pan rate, of Inn 1 Corceaed aulatpn eMll be placed: A Eehkd show /ub B. eahnd par.. studa.. B. Floor aulatfon: A Ohm dry op rated vapor barns on W warn skis. B. Moist. coMol rmuauon. 1. Milo and crawl epees accsm panels to be heuat. ad mdaUr- stripped. 5 Raceeeed lighting fatwe (9504.4.4) 0...I vaunt. le Metalled and equivalent to W net{ Wed was R- valhra as aMam in tides 61 a61, IL Vapor retard. shall be Inman. pa' (50U6) L 242 (6) mil black polyethylene grand cover, shall be lappet! 4' et pods and extend th ougna L. crawl space to fandatlon 2214 A. All exterior doom (excgx 20 *222 done) atoll tea swathe &nipped per (6502.4.4) D. advice hot ad 2422 uata pang 2 2224)361224 spasm shall be heated . R -3 (850315 WASHINGTON STATE AIR ad ITT ACT: A. Cs.:ral Note: B. Standard air leakage 6XT2.47/ caulkit Ia corplste wines meal'ud d We Fallonl, aepUans: Beunemt ale plate /eubfloor 2. Wlr a "" reglsl. P:7atbM 3. FYh Jolea/rud ell. !Mated Iowa flaa) d_ Partin. stud p r.Vata. ED DM5kX1 11 1)9 0 2 75 1 I I MI Patio C(I+NC. Ur DI I L FP -1 ) _ L h 1 II 2' -0 5' -2 -S 3 ' ,� - ' - m — — — i 1,-, 13 -8 I 111 N ilI 5' -2' -' — ■ — �-.i3G anal L : , H 4 F IN MIMI Milipti ti L G _ 1 Ell -1 � -GM —1 L J — - \ 10' -2' ,t11 11 §..%7 7Th. 1 - ^.4/c r 1 ' 1 ry % //.>'YN, 4/ /real./ czi " .0055JV// • Jr _— = D 1.6 I -J 3/ 9 ;' -� L- r 3� l 0 , • ,b/1 LI - NS , - — FAA 12 - -4 - y i I I ■ V�MI NNIMI ��FF C !_ 5 -' A i. L. —1 ( FP-1 3' -60 3/4' _J 5 � — (FPM Gsr CON I H - 9 J L 1' -114' IR ,9- OZ 4D 9 1 ---J _ _ ♦ a clel I - I Ark FP -11 1 FP - I - I ���� c ����•.'�� I r FP -1 1 � FP-24 ) f FP -1 2m ,_ m , 20' -0' 40 ,_ 0 , 6 r _J ( CRAWL SPACE VENTS I. CRAWL SPACE AREA 1204 SF 2. CRAM SPACE AREA / 150 • 803 5F OF VENT AREA REQUIRF-D 3. TYPICAL VENT SIZE • 14',8'x.15 (15 EFFICIENCY) . 58 5F PER VENT NET FREE ARE. 4. VENT AREA / 58 . 1394 VENTS REQUIRED. 5. 14 VENTS SHOWN (SEE PLAN FOR LOCATION) 6. 14 VENTS x 98 . _,6),L SF OF VENT AREA PROVIDED. 1. VENTS 51-IALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I/4• MAX V VENTS LOCATED N RIM JOIST MUST BE PER•1ANENTLY BAFFLED. WSEC 50214.1 - 0 • 'P - 241 FP -5 1 ( FP-I F- J ALL FLOOR JOI5T ARE: 2x10 AT Woo SEE DIV. 06100 OR ( F -8 ) ALL FLOOR JOIST ARE. i1-1 /8' TJI PRO 150's AT 132' oC VERIFY W/ SHOP DUJGS. SEE DIV. 06100 START FRAMING HERE DI —1, FOUNDATION /MAIN FLOOR FRAMING PLAN D99-0275 PLAN SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING 0 POINT LOAD TRANSFERMY DOUN eV POINT LOAD TRANSFERING DOWN WI LOADING �� HANGER lie , 4 HOLD DOtN WITH SIZE DESK/NAt104 � , VERTICAL. STRAP. WITH SIZE. DESIGNATION . . TO 13E USED CM FLOOR BELOW BTzoc — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BE411 CALCULATION WITH IND ED PKy'f13E ... • EXTENT OF SHEAR WALL TYPE OP SHEAR WALL 1 WALL ABOVE taiE01061E. WALL.15ELOW NOTES UNLESS OTHERWISE' NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDE - - . 01 DRAWIN!s8. JOB ND t" ELM I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MIN. 15'x1 FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE STEM WALL 6• WIDE WITH MIN. 12•x6• FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 � CONCRETE SLAB ON GRADE SHALL BE 4' THICK ll �� STEEL TROWELED FINISH, W/ 6x6 WIAxW1.4 ULLF ON 4' GRANULAR FILL. SLOFE 2• TO DOOR. PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SWEET A - 6x6 POET ON CS66. i ABOVE SLAB ON L! - 7_,I 36'x36',8' MAT FOOTP ON BOLO SUBSTRATE 11)/(4) 4 BAR EACH WAY. SEE DIV. 3 SHEET A -i CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. I SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 A 16' oA. UNO. 14• M1N STUD LWNGTH PER USG SEE DIV. 6 SHEET A -I 440 BEAM LINE. MN. t• CLEARANCE_ FROM 1 -1 1 CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -1 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 80. FELT ON MAT FOOTNG UNA. PROVIDE 4x6 POST • BEAM SPLICE N POSITIVE CON- NECTION FROM POST TO FOOTING. SEE DIV. 6 SHEET A -I FP - Al MIL BLACK POLYETHYLENE GROUND COVER GN GRADE. SEE DIV. 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE 012 i/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (II 5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HvAC, ETC. AS REQUIRED FP -I ( FP -2 ) ( FP -5 (FOsl ( FP-8 FP -10) [ FP -11 1 ( FP - , 18•x24' CRAWL SPACE ACCESS. INSULATE AND / WEATHER STRIP. SEE DIV. 010022 SHEET A -122 FP -13 ( FP-I4) [FP-IS (FP -is J I FP-11) STUB STEEL T NTO SLAB • 12•oc FP-F) FLOOR JOIST 1 SEE DIV. 6 SHEET A -1 FP_10) 4x8 BEAM LI5E, SOLID BLOCKING BETWEEN JOIST - 1 OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING THRJ JOIST. SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I ( FP -Z!) MN. i' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW 5URROANDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE (FP -20 ( 19. = -22 ) (FP -23 FP -24) I. SEE COVER SNEE' FOR ALL GENERAL NOTES AND REQUIREMENTS, 2. SEE TYPICAL MATERIALS LIST ON SECTION 514E51 3. SEE GOVERN-BET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANLIE TRUSS FLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. UN.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8, ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN S. ALL HEADERS ARE 4x40 DF °2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0• SPAN AND (2) TRIMMER 5T4D5 OVER 4• -0• UNO. SEE DIV. 04100 SHEET A -I PRESSURE BLOCKING OF SAME SIZE AS -. ADJACENT JOIST. 24'1424 MAT FOOTING ON SOLO SUBSTRATE W/ (2) 4 EAR EACH WAY OR 12• STRIP FOOTING PER DETAIL 16/DI 30'530 MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 EAR EACH WAY OR B STRIP FOOTING PER DETAIL 16/DI. 36'1436'X12' MAT FOOTING ON SOLID SUBSTRATE UI/ (2) •4 BAR EACH WAY U V 0 0 0. co .l PP^A v, O r O LL 6)* .. f ca 2 CI` r m Q CITY AUG PERM TUB 9 '1999 CENTER 9904421 06-04-1999 15:4966 EL Workstation: 7-- 8050 ......c> 1 P -9 ) • 36311 I P_4 ) 1 1,_cd o f L JJ Family CARPET J I Nook Kitchen vNYL VIN . L U - ,y ,6;� ` -IZ i 9L ' 6 1 Lk! En 1` 10' 4' 9 I ` t I [- l � I ) LL I � 5' -8 V2' 1, 5' -10' l "' .1'. u I P -12 I 1 ;'w! 'P -I2 Pantry vINTL WH I WRN - ar. ® ° ig;;D; Utility - - - -- 1 V F. INYL IA L 3 , � P -19 ;7.,, Tn a1 n S 2 1 '° Hall — =, : - .. .-..,, CARPET 2x6 WALL [P -IS 11 Dining uP P 14. 1L :. �P . I T (` P..,) �I /./A (/ 1 I 3 . 2' -4 1,'4' P - Living LJ CA P 2 N Lr3 . 3 314' Garage _ L- P , Entry TILE f P 4 } Covered Porch CONC 4' -1 la' 056 a 1 8 -i 3/4 1' -2 3/4' �- 16010 OvHD DOOR ( (P -161 I'- 101%' --` 16' -3' 5' -10' A 7 ' -0' 13 20. 0 . 20'_0 { ei GLAZING CALCULATION TOTAL 5F OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 2359 SF 29339 SF 12.4 1 SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHNGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE Patio Cont. SYMBOLS AND LEGEND EF FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CR1 MIN. - KITCHEN I00 CL91 MIFL -WHOLE 145USE FAN 100 GPM MIN. VTOS ® WHOLE HOUSE EXH42 FAN CONNECTED A 24 HOUR TIMER - 100 07 MIN., TIC 0 THERMOSTAT a 50' ABOVE FLOOR @ 110v SMOKE DETECTOR PER TOO WITH BATTERY BACKUP INTERCONNECTED Y 24 HOUR TIMER TO WHOLE HOUSE FAN MAIN FLOOR PLAN Sins V4'.I' -®° MECHANICAL, PLUMES., AND ELECTRICAL SYSTEM FOR WITS: PER Div. 1526 SEE SHEET AI FURL 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 NEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. p99 -0275 GENERAL PLAN NOTES FLOOR PLAN KEY NOTES OCCUPANCY SEPARATICN: APPLY (I) LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FO3NDATIGN TO SHEATHING-. WRAP POET AND BEAMS. APPLY l2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER 1 TO BE TIGHT FITTING SEE Div. 010025 SHEET A -I P -I 1 ( P -3 ) P -4 1 P - o P -6 ) l P -1 ) P -8 P -C P -10 ( P - II L P -12 i P - I3 ) ) P - 14 ) P -IS ) P -16 P -il P751 P -20 ) P -21 ) P -22 P -23 P -24 ) I. SEE COVER SHEET FOR ALL GENERAL- NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY EFORMATION SEE DIV. 11 SHEET A -I 3. SEE OTILDNG ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE CODER SHEET FOR ALL NOTES AND REQUIREMENTS. CONCERNNG MECHANICAL, PLUMBING, AND ELECTRICAL. STAIR ASSEMBLY NOTES: FEE USG SECTION 00 SHEET A -IN A. HEADROOM MN. N' -8', WIDTH MIN B. TREADS 10' MEL DEPTH, RISERS 8' MAX NT. C. HANDRAIL MN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I IR' MR TO 2' MAX CROSS SECTION DIMENSION AND 1 10' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM MID - ADJACENT WALLCS, E- COVER USABLE SPACE UNDER STAIR W/ 5 /8' TYPE '0' G121.6 F. INTERMEDIATE BALUSTERS SHALL BE SPACED WI LESS THAN 4' SETUREN BALUSTERS.' TEE DIV. 01006 SHEET A -I SAFE i i GLAZING PER LOG, SECTION 2406 A. II INDOJN WITHIN IS' OF FLOOR B. WNDOUT WITHIN A .4 Aix OF DOORS C. WINDOWS AT TUBS AND SI -IOWE D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 STET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIR APPLIANCES IN GARAGE TO BE IN MN, ABOVE TOP OF SLAB. SEE DIV. IT 514EET A -I COVER WALLS ADJACENT TO TUBS AND BHOIL:.RS WITH NON - ABSORBENT MATERIAL TO 'T0' ABOVE DRAIN INLETS. WEE DIV. 09250 SHEET A -I (21 LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH IF MR 5I1N IF MORE THAN l3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 B.24 CRALLL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002.2 SLEET. A -I 225x30' ATTIC SPACE ACCESS W: 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV 01002.8 SHEET A -I 8. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002. SHEET A -I C. HEARTH SHALL COl-FOR -1 TO UBC REQUIREMENT. SEEDIV. 01002.8 AND 9 SHEET A -I D. 5/8' TYPE 'X' GIB ON HOUSE SIDE CF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL PO5T 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MANE LIP AIR 2x6 STUDS W/ R -19 INSULATI r 0 V 0 CO Lf) Cifj CO N • S e DARE FOOTAGE MAIN FLOOR 1204 SF UPPER FLOOR 1155 SF TOTAL . 2359 SF SF GARAGE 536 SF DECK / PATIO 12' Siz • SQUARE FOOTAGE IS MEASURED TO TI-IN OUTSIDE FACE OF WALLS, STAIRS ARE TO BELOW SPACES A:ID C,A:RAGES ARE NOT INCLUDED IN CALCULATIONS. �; - KWILA ®. AUG - 9 1999 R PERMIT SHEEP UPPER FLOOR /LOWER ROOF FRAMING PLAN I GENERAL FRAMING NOTES J F -I l F - 2 F -3 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE I F- FACE OF WALL UPSET BOTTOM OF BEAM EVEN W/ BOTTOM CF F - 5 JO!ST AN D TOP CF �^ -.EAM EXTENDS UP ABOVW JOISTS F -6 GF BEAM 15 FLU',+4 -WITH BOTTOM OF ,JOIST WITH NO TOP PLATE. CUT ADJAC"NT FRAMING MEMBERS 1,0 SEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. J 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 l !�F JOISTS TOP OF BEAM FL W JOIST/ TOP OF S JOIST AND BEAM l � EXTENDS DOLLN BE LOIU LfJ 13 TOP OF BEAM 5' BELOW TOP OF. JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAMING a 24' CC F -1 F -a F -S F -I0 F -14 { F -15 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 3. SEE COVERSHEET FOR ALL NOTES AND REAJIRETIENTS CONCER NING MECHANICAL PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN! BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY - WAS DIY: 6100 SHEET A -I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNG PLAN 5. ROOF FRAMING SPACING, 24' oc. - UFLO. S.ROOP PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY. - S. ROOF TAIL AND RAKE OVERHAN FAR ROOF PLAN. 9, ALL HEADERS ARE 4x10 OF 2 UNO. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS 0,32 4' -0' UNO. SEE DI, 06100 SHEET A -I FRAMING PLAN KEYNOTES BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVJ5 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEI ALIGN EDGE OF JOIST WITH FACE OF WALL 256 CEILING JOISTS e' 24' OC POINT LOAD FROM ABOVE CTI OF A PR OVED W'1 17 1999 n BUILD■G DIVISION SYMBOLS & LEGEND e POINT LOAD FROM ABOVE W/ LOADING ® / POINT LOAD TRA NSFERNG ® 0055 P Q POINT LOAD TR4NSFERING DOWN W/ LOADING 9�'yP HANGER POINT LOAD TRANSFEREE, BY KICKER y � HOLD 0015 WITH SIZE DESIGNATION y VERTICAL E USED RA PLooR ITS � STxx I-IORIZONTAL 5T ° RIP WITH :SIZE DESIGNATION: O INDICATES BEAM CALCULATION WITH 'INDEXED NUMFER ...— EXTENT OF SHEAR IUALL TYPE OP SHEAR. WALL , WALL ABOVE WALL - BELOW' I " NOTE UNLESS. OTHERWISE NOTED, ENGINEERING AND .CALCU 'ATIONS ARE: .T PROVIDE. IN THESE DRAWINGS. FECEiVED of rulcwu. TCENTEf 1 -T' 13' -3' f ,}, S-3 L2' E' -3 ;r2' _--4. 1' 1040 P -5 i 5036 TUB Mstr. Bath CARPET s Mstr. Bdrm BF I.1 -' CARPET \ \ \\ k p_1 . LINEN i m 10' -1' 3' - 9 'R' t2 1�' IV e' ,, C 3' 3 /d' C I SD I I I 1 I Pit s 9t 1.t/. ' YTOS 41 •_ 2650 (..,-11:-.) - I 0" ‘0", , u a I CARPET RtS 2� TUB/ SHIL'R • Bath P 7OS Bath / 12 s m __ -. - m 500P P -, '2-7 NITCH W/ d2' SHELF r FM � \ Bdrm #2 um A I ' SD" \ o Hall - SD - DN I4R CARPET Rt5 RtS F� BP 5' -T' c..4 5D. 'hr' -3• 4'-4 1/2 �, J, In' u 1' -4 1/2 Loft/ Opt. Opt. CARPET Bonus/ - Bdsm #4 I l -I 31/2' Bdrm #3 CARPET I 1 1 P - 5 y r — 3050 53' \ \ \.1 a\ 7 _ �. < 6046 I I 1 1-I I T S 2I w A 7 -ll f 15' -I0' / I4 - 0 ' f \ \ \ WALL LINE BELOW ROOF LINE. BELOW SYMBOLS AND LEGEND [F] FAN- DIRECT VENT TO OUTSIDE MECHANICAL, PLUMBING, AND ELECTRICAL - BATHROOMS/LAUNDRY 50 DR1 MIN. SYSTEM FOR. UNITS: PER DIV. 15,16 WEE SHEET Al - KITCHEN 100 CFM - U&4OLE HOUSE FAN 100 C81 MIN. VTOS ® WI -IDLE HOUSE EXHAUST FAN CONNECTED A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM 4 24 HOUR TIMER -100 GFM MIN., VTO OUTSIDE TO RETURN AIR PLENUM AT FURNACE El THERMOSTAT ® 50' ABOVE FLOOR WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER O 110v SMOKE DETECTOR PER UBC HEATER WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. l 24 POUR TIMER TO WHOLE HOUSE FAN UPPER FLOOR PLAN Scab U4'd' -0 . FURN D99 -0275 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY (I) LATER 5/8' TYPE 'X' OWE. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR J015T SEE Div. 010025 SHEET A -I 13/8' MIN. SOLID GORE DOOR WITH SELF CLOSER_ TO BE TIGHT FITTING SEE Ply. 010025 SHEET A -I �P 3 STAIR ASSEMBLY NOTES: PER 1.1155C SECTION 100 SHEEt A -16 A. HEADROOM MN 6' -8', WIDTH MN. 3' -0'. B. TREADS I0° MIN DEPTH, RISERS S MAX HT. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING.. HANDRAIL I I/2' MN. TO 2' MAX CROSS SE!TION DIMENSION AND I I/2' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL BRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLOW.. E. DOVER USABLE SPACE iNDER STAIR W/ 5 /B' TYPE 'X' GOB. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W) LESS THAN 4' BETWEEN BALUSTERS. SEE DIV 01006 SHEET A -i (P_q I SAFETY L=AZING PER LBO, SECTION 2406 A WINDOWS WITHIN 18° i' FLOOR B. WINDOWS WITHIN A 2" ARC OF DOORS C. WINDOJUN AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIR/ELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I ( EWE/TNT IY. WINDOW 0 PER UT A BC, -I SECTION 310.4 L P -5 ) SEE 8600 SHEE P -1 I l F-6 I IGNITERS FOR G FIRED APPL_LANCES N G ARAGE TO BE 18' MIN, A BOVE TO P OF SLAB. SEE DIV 15 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 r� 121 LAYERS OF FLOOR BHEATHNG OVER l - .1 FRAMING. A MAX. RISER WITH I0' MET S T/-I IF MORE THAN (3) RISERS, HANDRAIL REGMIIRED PER UBC, SECTION 1006 SHEET A -I 18 /24 CRAUL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIY. 010022 SHEET A -I P -1 P -10 I 22 x30 ATTIC SP ACE AGCENT 'A 30' HEAP. P -11 CLEARANCE. INSULATE AN W THE R STRIP SEE Div. 01002.1 SHEET A -I P_ _ 1 FLOOR MATERIAL BREAK LINE P -I3 P -14J IP -15) l P -16j L 1 (P -18) LP - 1B P -20 P -21 3 P-22 I, P -23) 3P -24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENEMY AND AIR QUAILIT T INR,RMATION SEE DIV. IT SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION. SEE DlV. A SHEET -A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND - REQUIREMENTS CONCERNINW. MECHANICAL; PLUMBING, AND ELECTRICAL. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLT NOTES: . A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS SEE Div. 010025 SHEET A - C. HEARTH SHALL CONFORM TO LOC REQUIREMENT. SEE Div. 010025 AND 9 SHEET A -I D. 5/S' TYPE IT GLIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3 DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING, B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MN GI V O SU tiWti !aPp t4uI T 7 1999 • 1 NG DI AUG PERMIT 1999 .- ROOF VENT CALCULATION J BASED ON 3 2 -1/2 HOLES.FIER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1952 SF/300 .651 SF OF VENT AREA RE 50 % AT EAVE . 325 SF REQUIRED 50 % e 36' (MM) ABOVE EAVE = 325 • SF REQUIRED 6 ROOF JACKS AT 50 SQ IN. EACH.= SQ. IN.. 26$ SF 92 L. OF SAVE VENTS AT 52 SQ. NULF.4784 SQ. K.332 SF 9_ GABLE END vENTS AT Q x9___ . SQ. IN..O SF 9— GABLE END VENTS AT 0 x0 .9 SQ. IN..O 5F 4 GABLE ENO VENTS AT DIA =82 ea INL =114 SF TOTAL VENTS PROVIDED ROOF JACKS . 208 SF EAVE VLATS = 332 - 56 GABLE END VENTS . 114_ SF _ TOTAL SF OF yaws PROVIDED . 6-54 SF • AREA MAY 15E1/300 IF A VAPOR RETARDER IS INSTALLED - ON THE WARM SIDE. OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH UPPER ROOF FRAMING PLAN SCALE 1/4'.1' - I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVJS SHEET A -I F -2 1 RAKED PONY WALL ON TOP OF LOITER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. [ -3 1 ALIGN EDGE OF JOIST W1TH FACE OF WALL F_4) ALIGN IN61DE FACE OF BEAM WITH OUTSIDE F OF WALL UPSET - BF BEAM EVEN W/ BOTTOM OF L F - ) JOIST AND T OP OTTOM OF O BE E UP AB JOISTS TOP OF BEAM 1W FLUSH WITH BOTTOM OF L F -6 J JOIST WITH NO TOP PL. ATE. OUT ADJACENT FRAMING MEMBERS 0"'O BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A -i FLOOR JOIST - SEE SCHEDULE DWG. WEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGi -IT F 10 l PRESSURE BLOCKING, SEE DIV. 06100 SHEET A -I "II FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF A O M N BEL FLUSH W/ TOP OF JOIST AND BEAM l 1 EXTEN BE DU OW JOISTS F -13 TOP CF BEAM 5' BELOW ALLOW FOR HV AC OVER BEAM TOP OF JOIST TO AND BEAM BUMPS DOUN BELOW JOISTS 2x6 OVER'FRA'MING a 24' 00 246 CEILING JOISTS e 24' 00 F -I f F - I F -5 F -14 F -I5 E POINT LOAD TRANSFERMG DOWN C Vr\1 • POINT LOAD TRANSFERING DOWN W/ LOADING 19 89 •� /V. HANGER \'(VV 1 1 .LC POINT LOAD TRANSFEREP Er KICKER I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICALMATERIALS LIST ON SECTION SHEET 3; SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MAN'JF. TRUSS PLAN $HOWN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -I - TRUSS LOADING SEE PlY 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING FLAN 5. ROOF FRAMING SPACING, 24' oc. UNO. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. vERIFY. 8. ROOF TAIL AND RAGE OVERHANG PER ROOF PLAN. 5" ALL HEADERS ARE 440 OF .2 PROVIDE (I) TRIMMER STUD UP TO 4 -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN SEE DIV. 06100 SHEET A -1 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM, ABOVE W/ LOADING !Y HOLD D0LLN WITH SIZE DESIGNATION 0 P TO SF USED CM FLOOR BELOIU BICdNATIGN STx�c ` HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM.CALOJLATION WITH INDExED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL L.. r WALL ABOVE Vimmort WALL BELOW NOTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT. PROVIDED. IN THESE D - • 'MGS. A 9 Co 04.0 LJ rim � o ,1 : S :9 L z� U) til • m - env AUG PER 'emu :. 9 1998 CENTER MAIN FLOOR Bedroom #3 y Living Bedroom #2 TRUSSES PER FLAN a Spac Walk In CIOSAt FLR .i5TS PER PLAN Utility FLR JETS PER PLAN Master Bath UPPER FLOOR MAIN FLOOR JOB NO:: 99044 SIDE ELEVATION ‚Ii 24' DIA. GABLE END VENT 51171. SIDING 5: xo 24' DIA GABLE NO VENT 5 TOP PLATE WIN. HDR HG MAN FLOOR UPPER FLOOR TOP PI ATF REAR ELEVATION Scab 1B'•i' -0' S \ � r f � TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER._ (DIV. 7) SHEATHING: (DIV. FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: IV. 7) GWB: (DIV. 9) SHINGLES (DIIV. 0(000.5) 7%15 ORB OR PER PLAN R -30 BLOWN -IN RE -SAWN PLYWOOD 5/1. OWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL( (DIV. 7) WOOD SIDING (DIV. 01005) BUILDING WEAR. (DIV: 7) US BUILDING PAPER SHEATHING: INO: OSB OR (DIV. X 4STUDS AT T6' OC INSULATION. (DIV. 7) R -13 BAIT W/ INTEGRAL VAPOR BARRIER OWB: (DIV. 9) I /2 OWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING (DIV. 6) INSULATION: (DIV. 7) FFIT: SO (DIV. TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) IAM 2 x 4 CORNER BOARD& INSIDE: 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO FINISH PER PLANS (DIV. 01005) 3/4• T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BAIT i,r RE-SAWN PLYWOOD NT . •h1i . TiNii . . IU .. f irrT 111i1 Uii1' - 'i1i111%i1111i iii mrimiti1` .-.. 11 irt11I1>tl1 � i 111 �I1111 111111�111I11H111 111>llN111111111 1�pp1�11! w r. M n i 1 11 1111 e 11IIm � 111111 11110 �alir�1n�111�H��N�" _ '71H. lone i �1e�eet 1�111 Ji 4 riimili 31! n a .i� `VI m �1�1N p%11 111 i! 1 ; I 1� 1� 1 I` -1�1'� A ��� tom 1/11 I 1111 31iNe11111i111ir1 .dllitil 11 b: N1 11�11 111I,1 r1 E 1. Li I= N �1 I I�1LJL I 1 LJ —11 Ii ii ■h 1I Y el OD III DD II ■■ = s■■ ■ �■■ IN N L_. it �I II fI II I II II TOP PLATE A10. I OR MGT. ON NCR NGT. TOP PLATE 0' DIA GABLE END VENT JF R FLOOR TOP PLATE AqT4L 14®R MGT. 2 b TRAM -X4 MAIN FLOOR 2X01 EELLY 8AND FRONT ELEVATION Bub V4'.1. 12 IS' NA. GABLE END VENT 2X8 TRIM 2X.4 TRIM 2x6 TRIM 0(4 11111 2X01 TRIM 001 nM 2x01 TRIM 2X4 11211 2x6 1501 TOP PLATE 0 0. IN1 11I - Ilia 11111610111 Eli A I, 11 1 = }IEUI WTI r I=II! 11 111111 = 111111 III W IIIIIL= IlllllI IZI�Ii_u!ill�lll ill1 =RIIII= I li H IUIII_I1011 illlil 111111 111111 1 i W IIIII I f}illt =111ll1 uIUEt LIE GF EXCAVATION STEPPED FOUNDATION DETAIL � N.Ta. SLAB ® STEM WALL 3/4'44' FRAMING/FOUNDATION CONNECTION a/4-4.0. 0eiToo$300'c8.2J llilll =11x11- 111111 = 11 . 4 vEf J-8A. • E oc (C4 3 SF T AA) TTP. EXTE TOR WALL cONSTRIOTION PER PLAN (DIV. 6 SHEET A-i) CO'R'{R7 M JONT SOLID eLocta • RM JOIST • EXT. FoNT!tOAAD 8E4 FER PLATI TREATED MLD SILL SEE FOUNDATION DETAIL(s) TrPA FLOOR FRA4156 PER PLAN (DIV 6.SHEET FRAMING /FOUNDATION DETAIL .' 3/4W-0 'OeIOO-Oaaoo'OLT. APA LATERAL RESTRAINT PANEL 4;:i CRIPPLE WALL 0 FOUNDATION 1� 3 /8'�f-0r 17000.OeTro -re 1 V 3/4 =f-0 oelEo- 03300 -o0 TJ MN g1= 11x11• 11(11 =II " I2' CLEAR o8 p F OU DATIO D Al 1 3/4'=f -0' L FOU DATIO D AIL 3/4 2x H 2x4 TOP PLATE GARAGE DOOR FOR (SEE 1FR1E PLAN FOR 512E) NAIL EEATHW TO TOR Ill/ NAILS • 3' OL • Sk2 EL4LL LOC. UNO. ON EFR WALL E,(.7ED. 2- 2x#s T(D$ -NAIL. SFEATEEE UY& NAILS • 3' OL. TO EACH STUD UN10. ON EFR WALL SOED.. NAIL Ed NAILS • 3' OD. • ALL PITS, XDRS, 4 STUDS UNA ON SF R WALL SO 400. 2 -2x4 AT ANY SHEATHING JOINT VI6 CAE. SHEATHING (MIN.) ETFD14 STRAP TE ANCHOR (NAIL TO BOiYRD FORT BEND UP AFTER CONCRETE CARES., USE 36 -166,2 VS NAILS EA. UNO. 2 -1X4 PLATES, NAIL WIG. TO EA PLATE t2/ NV a AB UV MIN I' EMBEDMENT IMO.. SHR WALL SCHED. CONTNUCU6 FOOTING V2 NW' AB. W/ 2'E2'XTA6' 512 STEEL PLATE WASHERS • 4'-0' OC. (DN. 3 SHEET A -I) EXCEPT AS NOTED ON SFEARUALL 50EDtLE 1' MN BRED. (2) 4 BAR • TOP 4 VERT. BAR • O x (DN. 3 SHEET A -U 4 VERT. J -BAR • 6' cc (DNA 3 SHEET A -U 4 HORZ BAR TEP(T x r-6 ovERLAp (MN) (DI, 3 SHEET A -U 4 5AR • - U' oc L•2' -6' (DW 3 SHEET A -I/ TIGHTLIE 4' PER. FIG. DRAIN WALTER N 24' GRAVEL BED. (010.2 SHEET A -t) (4) 4 BAR CONT. (DIY. 3 SHEET A -I) SOLID EIB6TRATE 4' CO.. SLAB OVER 4' ROCK OVER VAPOR BAR BOR 03300- 000oo-24 121d0' AB. WI 277'X3(16' S. STEEL. PLATE WASHERS • 4'-0' OD. (DIVA 3 SHEET A -) EXCEPT AS NOTED CN 9145ARLIALL SCIEDU.E T' MN. EMBED. Z -BARS • 24' oc BED OUT NTO SLAB IB A 4 VERT. BAR • 0' oc (Div. 3 SHEET A -11 .4 W.:113AR • 10' ac (DIV 3 SWEET A -I) S VERT. J -BAR • SA oc (DN. 3 SHEET A -I) 4 NOR. BAR • I0` oc I'- 6 . OYER.AP (MN) (DNA 3 SHEET A -U •4 BAR •2'x L•Y -b' (DIV. 3 SHEET A -U rwHTLINE 4' PEW. FIG. DRAIN WALTER N 24' GRAVEL BED. (DIY.2 SHEET A -I) (4) 4 BAR CONT. (DY. 3 SHEET A -I) SOLID SIXSTRATE 4' CONC. SLAB OVER 4' ROCK OiER VAPOR BARRI. ADD BARS . TO MATCH REE FORCItS PER FLANS TIP. FLOOR FRAM. PER PLAN (DIV. IT SHEET A -Il BLOCKNO OVER BEAM /SEAM PER PLAN SCAB TC/ETHERTW NAILER EA SIDE POST PER PLAN OVER T'ERVESTRAL coNT. FOOTNG FER PLAN MAT FOOTING PER PLA N (2) EDIT. 4 BAR A35. RAMEET TO FOOTING FOR POSITIVE CONNECTION 4RIJICTIONAL .. REOUIFEHBITS: TTP.A.00R FRAMING PER PLAN (DN. 6 SHEET A-1) TAP. EXTE JOR WALL CONSTId1GTIDN PER PLAN (Div.6 SHEET A -I1 RIM BOARD CRIPPLE WALL (ply. SHEET A -U SEE FOUNDATION DETAILS) TIP. EXTETWOR WALL COSTRICTION PER PLAN (ON IT SLEET 4 -0 TIP. FLOOR FRAMING FER PLAN ( Div. 6 SWEET A -1/ SOLD BLOCK. OVER St. PORTS L JOINT• RBI BOARD 643 I' EDIT. SOFFIT VENT V2 RESAUN PLYWOOD • SOFFIT lis.TcDW ND SILL SEE FOUNDATION DETAILS POST /FOOTING .CONNECTION 4=R v..:T FOUNDATION DETAIL 3/4'4-0' + + CANTILEVER FRM'G AT FOUNDATION +FURRING DETAIL 03300-00000-23 �� 3/4' =f 061C0-023C0-02_T-1 I I 3/4'=f -0' L PER PLANS (DIV SWEET 4' C.C. OVER 4 ROCK OVER VAPOR BAWER R -I0 RIGID NS LATION TEXTS MATED PLATE OFFSET 3/4' TEE FOUNDATION DETAILS TYPICAL EXTERIOR WN, COCTRJCTVJN PER PLAN (Div.6 SHEET A -U P AIR SPODE B• BULDNG PAF82 HOCKED END MASONRY VT3EER TIE TO FRAMING EV 2'X2 FT. (Div 4 Eh. All MASDBOT VBEER 3 CRIPPLE WALL 0 FOUNDATION 1� FOUNDATION DETAIL 3/4 d-0' oewo-0seoo -oT T + 2 3/4' =f-0TE CON. R ASHNG WEEP HOES • 4'-0' OL. TREATED MD SILL 40N. SHEET A-U SEE FOUNDATION DETAILS + FOUNDATION /FRAMING CONNECTION +FOUNDATION DETAIL 5 3/4'=6 -O woo-oe- 1 roo 3/4'ff -O • T 6' MDT. eater GRADE CORTONS NOTE: THIS OPTION CAN NOT BE LED AT SPEAR WALLS. CO FLOOD PETE FLAN )J TIP 6 SPENT "lP EI WALL . TRICT. PER PLAN (DM TE SHEET A-5 LOCATE SMARM JOINT • gar BLOO(.66 O2 JDLST • SELL RIM BOARD FUFRNG Ul4LL P AIR SPACE VAPOR BARRER SEE FAEi)ATION DETAS N TrP EXTERIOR WALL CONSTRICTION PER PLAN (OW 6 SHEET A -I/ 4' C.C. SLAB OVER 4' GRAVEL BED (DIV 3 SHEET A -U TREATED MD SILL (DIV 6 SHEET A -U N�T�Taia7�T/1N7�77�T/ FAME II imir.4. di ANlir -111111 1 a=1uu FILL WIDTH TREATED MTD SILL HA AER PER ITC T7P. FLOOR FRAMRG PER PLAN (DIVA 6 SHEET A -I/ ExT. DOOR AND FRAME (DIV. B SHEET A -U DOOR THRESHDLD FLAN-166 AS RSOD. (DIV. T SWEET A -U IERVESTRAL FLASH. 4' CON4 E. SLAB A-I> CAR 4' GROVEL BED (DIY. SLEET TREATED FED SILL (Div. 6 SHEET A -U Y AIRSPACE TTP. 4 VERT. RE-BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER FLAN EXT. DOOR THRESHOLD DETAIL 3/4.44' 09.30-08960.05 TA 7IP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A -U TAP. EXTERIOR WELL CONSTRICTION FER PLAN (DIV. SWEET A-Il TREATED MD SILL TEE FCUDATION:PETALS PONT TEED rc'AI PER PLAN PER PLAN FRAMING PARALLEL TO STEM WALL Vl we. AS W/ 27QTG116 SA STEEL PLATE WASHERS •'4' -0 OL:(DN. 3 BEET ' EXCEPT- AS NOTED CN SHEARN/JJEGTEDIL & 4 NORIZ. BAR TO' Dc, P6I CORNER OyE51.4P (Div. 3 SPEY A .•4 V,ERT. BAR. SAME AS STUB STEEL SPACTEEL (DIV V. SHEET A-0 TIGNTLIE ,ARP TN (DIY. 1 SFEET A-I/ 4. STI$ STEEL. PROM FTG: • 8'. TELL (DIV 3 SHEET A -I1 4' PEW FT'G: ,RAN WALTER N 24' GRAVEL BED (DIVA A -U SOLID SUBSTRATE (2) • BAR CONT. (DNA 3 SHEET 0275 VI'ax15 AB. WI • STEEL PLATE WASHERS OL. (DNA 3 SHEET A-I/ EXCEPT AS NOTED a4 ENEAwu 1 ECFEOW.E 1' MN EMBED, 42).4 5AR a TOP 4 VERT. BAR • 2' oc (DM 3T A-ll HORZ BAR /. b` VA (- 6.JYT3a.AP (MN>.. 4DIV.3 SHEET A-I> 4 D'AR• 12'oc Ll' -6• (DIV.3 SHEET A -U MOO- 0000044 4'. PEED FETE DRAIN WALTER ea u' GRAVfl. B ®. roly. z A - (4)4 BAR CDII. (DIV. 3 REST A•Il SOLD NNNSIRATE EXT. DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL 4 3/4' 4 0830011000042 TMP. EXTERER WALL CONSTRICTION. E'ER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHING JONT • COW. MBABER RM BOARD TTP FLOOR FRAMING FER not '. (DIV. 6 SHEET A -I/ - L HEADROOM MN 6' -8', WIDTH MN 3' -0`. PER 4. NSJALL FIRE BLOCK.. • STRINGERS TOP lBC 10568 4 BOTT 4 ADJAo.ff WALLS) F£R UDC 2. TREADS 9'• MK pE mums B' MAX 1ffGNT SEC 1052 2 3. HANDRAIL MN. 34' TO TO JlAX W ABOVE. TREAD 5. COVER USABLE SPACE UbER 'TAW' DRBBJ01J 1e1H EEGTKIN J 4 I VP . CLEAR F27<4 6. EDIATE SHALL BE SPACED WALL, RNETURNRAIL 131013 PER SEC 1006.9 4' APART NET OFB✓BE FFR IIBC SC 5093 STAIR SECTION DETAIL 3/4" oe2od-0efoo.Gf 1�J3/4 =1-0'" GABLE END'. DETAIL rm. EXTER R W LL CONSTRICTION BALLOON FRAME GABLE END WALL EAVE.. DETAIL 081004TaC043 3/4=1 =0* L .. FASGA PER ELEVATION A MAX EP MN BEL= GRADE e'-(/' MAX SPAN O TYP. DECK CROSS SECTION 3/4W-Cr L DELETE RAIL IWEN FINISHED DECK ELEVATION 15 30' OF LEBS - ABO VE . FNISHED' 2x6 2x2•B IR`C CGLR DISC: WIN NOT TtQ EXCEED 4• � SOLID ELCCKu. OVER etu=poRTs 514 x 4 TK CDR DCK'G ATTACH LEDGER W! 2 ROWS OF I/2' LAG BOLTS AT I6' oc TIP. TJI FLOOR FRAMNG PER PLAN 2x PONY WALL 4x BEAM C512.E TO REDUCE CCNDIT OR WHEN POSTS EXCEED 4' IN LENGTH WAS W/'2X4: SIDE 2x (2' GREATER DEPTH. THAN Joie %) FINISH LANDSCAPE GRADE TOP CF PIER FLUSH WITH FRL 5U13 GRADE (3' BELOW FN15N LANDSCAPING) ON SOLID SUBSTRATE ® FRAME OVER WALL DETAIL OBactO- o6I7G -19 v )3/41 -0° 0661047300 L 1O SECTION 0 BEAM L WALL STUDS BEYOND DEL JST, BLOCK AS NEEDED SEE FLAN SEE PLAN FOR TYP. RSE l RN DP6451G 46 3/4' PLYWOOD RWR IB' HARDBOARD TREAD MN EASED HOSNG W. TTIFE 'X' GSUB. A5 REWIRED SEE NOTES EELOW 24 PLATE , 3 2. STRNC TYP. ION. CENTER STRR.ER WTH 2 - 2x4 61R7NG BACK TYP. NAIL WALL STRNCE. W (21 I5d TO GALL STUDS , EAVE DETAIL 3/4'4-0' PER FLAN HI CUtSIDE FACE CF WALL EXPOSED RAFTER TAIL TIP. GUTTER FASCIA PER ELEVATION TIP. 1,1.108 WALL CONSTRICTION TFICAL ROTE CONSTRICTIGH TRri PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL TIRI SKIP SHEATH.. WIN I6d ° OC. TYP- 7x4 OUTRIGGERS • 4' OC. WTH 2X2 BETWEEN FOR 1R.T TYP. EXTERIOR WALL CWBTRJCTICN ® SKYLIGHT FLARE WELL DETAIL , BANE DETAIL 3 3/4W -0' TYPICAL ROOF GO•51R1CTIGN S(3 TR.i TX BARGE TYP. SEE ELEVATIGN 2X4 BACKER FOR BARGE - NAIL TUFO VI6' oSB W1H 1541 • oC. TrP. SOLID SKIP eNEATHWG • OVER ANN BAcKSPMN WEANING 2X OVERHANG TYR. I BLOCKING AT CEILING LINE oeloo- oasoo -ose \ L ) 3/4 =f-0' EAVE DETAIL 3/4W-0 EAVE DETAIL PER FLAN BAFEL" TWEND 6' A004E GATT. Heil. OR ABOVE ELOUN NS1JL.. TYPICAL ROOF CONSTRICTION 2' MN CLR FOR VP4THG OUTSIDE FACE a toLL 2HOLE8 i w'2' • EXPOSED TRUSS TAIL r TIP. GUTTER TYP. ES(IERIOR WALL CONSTRICTION BAFFEL - EXTEND 5' ABOVE BATE. realL OR 12 ABOVE BLO.N .1AL. TYPICAL RTGF CoNSTRlrTICN SYPTICAL ROOF.46.ICt1LN TYPICAL FLOOR CONBTFAICTION 2' MN CLR FOR VENTING NI•48' At cursive FACE CF WALL 2X. BLOCKING WTII (3) 2' 0 2x BLOCK G WITH (3) 2' t HOLES WEN SCRREFN � \ ` .,- n HOLES WTH SCREEN SEE aEYAT1GN EXPOTEO RAPIER TAIL L J TIP. GUTTER X �FASGA PER ELEVATTGN TYP. comae RtOR WALL CONS*RJLNON TYPICAL ROOF GON9TRJCTION T MNCLR FOR VENTT HI 48' OC. AT OUTSIDE FACE CF WALL ES WiN�SCRETM'8(T) 2' • 2. BLOCK.. TTP. EXPOSED RAFTER. TAIL 1TP. GETTER D99 -0275 4 SHEAR WALL PARALLEL SHEAR WALL TO FLOOR JOIST- OFFSET CONDITION ( SHEAR WALL HOLDOWN Do CRIPPLE WALL - INTERIOR 3/4=1-17 vrooa�xioau 3/4fl?-tf' v000.aewo -24 "'t 3/44-0' NOTE:; ALI. itfOFiI+IATION ON THIS SHEET 13 NOT teCEBe4RILY INCORPORATED INTO PRDJECt COO1w R'fATE UETH 1°L4N5. JOB NO TTr, WALL CONSTRUCTION WITH WALL WEANING PER SCHEDULE BOTTOM PLATE NALM PERSHEARUALL SCHEDULE 2x mom.. TTP. ROOK CONSTRICTION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/44 ir0D0- Ge100 -5e SHEAR WALL EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS 1 3/4W-17 tmoo m oe oo 3/4' =1-0' 17030 0e100 SHEAR WALL PARALLEL TO FLOOR JOISTS 3 /•=f-0I' SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3/4'=f-0' nooaoeao•oo l [ )3/4 4-6' NAIL FLOOR 61E414 nos AREA WTH d • 6' oc EDGED 10 el • IS' o.G FIELD BLOCK ALL EDGES BOTTOM PLATE NARSG PER 51EARDALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER DOEDU.E FLOOR JOISTS PER PLAN 2x MCC.* +ALL PANEL EDGES PANEL EDGE 1 FIELD NALLEG PER SCHEDULE PER- EARWALL SO EDULE TTP. LUAU. CONSTRICTION WITH' WALL EFEATHNG PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4W-0" 10d• 6' oc. ELMO. TO RIM JOIST 71 J// ER PANEL EDGE 4 REI.D NAY RYa N ! I - / P SCFEDU.E 1.6,..- � / TTP. EMER/GRELL CONSTR+ti1KN W WALL SHEATHING PER SOEDLLE is=� i TTP. FLOOR CONSTRUCNON CANTILEVERED FLOOR JOIST DOUBLE STUD AT WOLDO IN CONIDmcN TYPICAL WALL CONSTRUCTION ATM WALL SHEATHING PER SCHEDULE FLOOR FRAMING PER PLAN 51MPSON HOLDOUN PER PLAN AND SHEARiALL SCHEDULE SIMPSON HOLDER. STRAP PER PLAN AND SPEAR WALL SCHEDULE FFO IDEN CONDITIONS 51$ARWALL A35 CLIP PER SHEAR1U411 SCHEDULE BOTTOM PLATE NAILS* PER SEAR:1XL SOEDU-E 1x4 PANE- EDGE BLOCKING TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCIEDULE TTP. FLOOR FRIO. PER PLANS IDM 64 BOTTOM PLATE HAILING Phi SHEARIALI SCI FZI F m d NAIL • 6' oc FLTWO TO RR/ JOIST PANEL EDGE 1 FIELD NAILW FER WHECRLLE d NALL • 6' oo. ," LTUD. TO BLOCK.* A35 CLIP PER SHEARNAL SCHEDULE 1TP WALL CONSTRICTOR. WITH WALL SHEATHING PER SOEDULE TYPICAL WALL CONSTRICTION WITH WALT. SHEATHS* PER SCHEDULE FLOOR FRAMS * PER PLAN BOTTOM PLATE NAILING PER SFEARUW.L SCHEDULE AWE CU PER WE OWAWLL SCHEDULE TRUCZABOTPER SC LE SEE ARCH. DETA' * P_ FORMATION CONCNTIONS TTP. ROM CONSTRICTION TYP. EMEROR WALL CONSTRICTION WITH WALL SFEAE4WW PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWALL ECHEDUL.E A35 CLIP PER SHEARLUALL SCHEDULE OUIPPLE WALL (DIN. 6) SHEATH CRIPPLE WALL SAFE AS SFEAR TALL ABOVE OR PER SCHEDULE SWL PLATE PER SCHEDULE SEE ARCH DETAILS FOR FCINDATIOU CONDITIONS SHEAR WALL ® CRIPPLE WALL CRIPPLE ILL (DIV. 6) SHEATHS* PER SCHEDULE FARREL EDGE I FIELD NAILING PER WCFEDULE ANCHOR BOLT PER SHEA:WALL SCHEDULE (2) T4 BAR COM. (DM 3) J SHEAR NOTES 170OO- O3S0e -O3 l GIWIE LAL NOTES I. ALL SFEARUOLLS SHOWN ON THE FLOOR PLAN AGE FCR WALLS ON THAT LEVEL (TTPiCALLY SHORN SHADED). 2. PROVIDE TWO STUDS AT ALL HOLD DOUR LOCATIONS. SEE MAMFACIURERS WEEUITMECTS AND DETAILS FOR EACH TYPE 3. OP WOLDOLLN, STRAP, AND CORRECTOR FOR PROPER INSTALLATION 4. ALL PLYWOOD OR GYPSUM SFIEARUAI.L6 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS.: EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE 5. DO NOT OVERDRIVE NAILS RRTO USREATHTO, O -. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS WLESE PRE- APPROVED BY THE B,'UILDIN* OFFICIAL ,. 4 FLOOR SFEATHINrs fig. WALL ROOF SHEATHNGG: l/I6' OWE APA RATED SHEATHING (24/9). LAY UP W/ MSItPI J/8' SHEAR E'IALL PARALLEL. CLEAR BETWEEN PANELS TO ALLOW FOR EXPLEASICN. NAILING SHALL BE Ad AT 6' oc O AT PANEL EDGES AHD S WE FO AT E 71ATE SURF iS. PFA7VIDE EDGE CLIPS a 24' DC. 3/4 _ -O' 2. FLOOR SHEATHING: 3/4' CDX TiG APA RATED PLYWOOD (4804) NAILED AND GLUED. TO FLOOR JOISTS ® FOUNDATION t , ADHESIVE SHALL CONFORM TO APA SPEOPICATION AFG 01. PROVIDE TOG EDGES AT LONG PASTED EDGES NAILI IC &HALL BE 10d AT 6' oc AT PAIL EDGES AM WE SC AT INTERMEDIATE 5U=i'ORTS. ALLOWABLE DIAPHRAM SHEAR •215•082 =Illpaf 3. PLYLLEOD SHALL BE LAID W/ FACE GRAN FERPENDIOJILAR TO SUPPORTS AND TEND JOSTS STAGGERED 4' -0'. 1)99 -02 75 3 HOLDOWN STRAP AT CRAWL SPACE 3/4'=1.-0" 29 TIP. WALL CONSTRUCTION WIN WALL S4EATHMG PER 8G4€P E BOTTOM PLATE NAILT PER SWARM. SCHEDULE DBL JOIST OR BEAM PER eLAN TTP. FLOOR CadAR 1CTIOH L (1 HOLDOWN STRAP AT FLOORS L DRAG STRUT CONNECTION 3/44-0' v000�00 3/4'=/-0' 12 a P PER WALL TO LOWER ROOF CO N NECTION ; SHEAR WALL ® GABLE END / 3/4:447 NOTE: USE 0613 ON ROOF (2) 80D8 4T EACH STRAP, Np ? UD , TTP. EXTERIOR. WALL CONSTRICTION gili`.p><N ON 15� WITH WALL EHEANN& PER SOkEDI.E Tr000-O6A;C.-30 + ®INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP 0 FLOORS 3/4=1.-0' moco- 3 /44=0' L (2,6 d 8 d NAIL • 4' or • EA GUTRGC£R d NAIL • 6' or. TO TOP CHORD 4 ELOCK56 2x BARE 4 be TRIM 2# BACKER FOR BART NAIL THROXd4 BOP SIEATHNG WITH 16d 1X4 OUTRIGGERS • 4' OC. WIN JOIST HANGER • 114458 GABLE END TRIES A35 CLIP PER SFIEARilALL SG-MULE TYPICAL ROOF CONSTR0CT0 TTP. EXTERIOR WALL CONSTRICTION. WIN WALL S4EATHING PER 00•001.E ® PLYWOOD ROOF CONDITION 7 3/4 *f-0' 17000-08100- L (V d e d NAIL • 4' or • EA OUTRIGGER 8 d 1 • 6' oL TO TOP PL.1ES 4 BLOCKRi.+ 2X4 OUTRIGGERS • 4' OL. WITH JOIST HANER • 714158 TTPLA. ROCP CONSTRICTION T•P. EXTERIOR WALL CONSTRICTION W. WALL 04E ATHNG PER SCHEDULE • TYPICAL ROCS CONSTRICTON 405. 48' oc. (318 d TOENAIL • 10186 LS030 48'OL BLOCKING TO TOP PLATE Bd• 6' oL • BLOCKING BLOCKING PER ARCH. DETAILS SEE ELEVATION SHEARWALL SCHEDULE wfr+ WINN Craii sN�po1e S1SIOf Xt Sr1111VN 1d <I01 Ol glom 1f1 wnorri - 1a dal of *vane to . avoi natoortv GI 'I 5/8' • 48' .435 . Kd • p' UT GIB CNE SIDE 5d NAIL • 4i el-4 OR . 50 CAB.CNE SIDE GAO LER FOR 1/2' 5/5' 048' 4 33 K d • 10' ,. G2-1 I/2' ate TUW SIDES Sd 5/8' • 48' 20' ibd • 8' G2.4 OR - COOLER 5/8' 148' •' 20' 16d • 6' 6/8 GLOB TWO SIDES FOR 5/8' PI -6A 50 • 48' 20' Kd • 5' P1 -6 5/8' • 48' 14' 16d • S' P1-4 i 5/8"• 32' 12' 16d • 4' 1)16' 098: I . _ 71110 OFE SIDE 5/8' • 24' 5/8' • 24' A35 CLIPS 16d • 3' 16d • 25' USE 3x.. STUDS PANEL EDGES STUDS 5 / • I A35 CLIPS (2) ROUE F1-2 a USE 3x 3$t S TUDS •8. 16d•5' 1M' 09B. Nb SIDES (2) R'US F2.4 STACf..ER SHEATHWs JONT3 UV(2) STUDS • 5/8' • W' • A33 CLIPS 16d • 4' P/NTL EDGES . (2) ROWS F2-3 5/8' 3 U' A35 CLIPS •5' 1641 • 3' U1314 -4� HH BOA`33RSDWs LAI 5/8' 348' Q' 36d • 5' - FEY2 I OB 1sma 23F3 I ■•o ■r®orit LL> I SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATP 21 I ituiD AIR 1 I PI I 1 li ! FOUNDATION SHEAR WALLS xIb 1�'.r 0' SYMBOLS & LEGEND POINT LOAD PROM ABOVE POINT LO4D FROM AadOVE W/ LOAD. POINT LOAD TRANSFER6K' DOWN POINT LOAD TR4N4FERING: DOLLN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER l f, C y� HOLDWI. DOLLN W SIZE DESIGNATION 1� VERTICAL STRAP WITH SIZE DESIGNATION TO. BE USED ON FLOOR BELOW BTxx _ HOR ctrrAL STRAP WITH SIZE DESI&4Ail3N INDICATES BEAM CALCULATION WITH V INCFJ43p NUMBER '- { -EMENT OF SHEAR WALL �.� TYPE OF SHEAR WALL WALL ABOVE 31151111584 WALL BELOW NOTE, L NLE88 OTHERWISE NOTED, ENGI EERNG AND CALCULATIONS ARE NOT PRoNDED 34 THESE DRAWINGS. SHEAR NOTES SEE C IN 4 T � IOELA DES N CRIMEA GENERAL TC mS I ALL S EARUIl1S SWIM ON THE FLOOR PLAN ARE FOR WALLS ON T4AT LEVEL. (TYPICALLY SF(OUN 544DED). 2. ANCHORAGE IS FOR SHEARWAU - GMA ELS) ONLY, WHERE PORTIONS CF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED i 16 OLIMIN) PER TABLE 23 -1 -G. 3. WHERE PORTIONS OF WALLS ARE NOT. DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MPI, UBG. 11 3'EHTS. 4. PROVIDE TWO STUDS AT AL HOLD DOUt4 LOCATIONS. 5. SE MAMFACTUIER'S REGllRH'@4TS AND v TAILS FOR EACH TYPE OF HOLDOUT, STRAP, AND Cc * ECTOR FOR PRCFER N8TALLATICN. 6. ALL PLTILO D OR GYP.11 SEAWALLS SHALL 8E APPLIED HORIZONTALLY OR VERTICALLY ON 6TI 2S. EDGES SHALL BE STAGGERED AT CENTER CF STUDS AND SLOWED PER SCFEDIA - T. DO NOT OVERDRIVE NALS NTO SHEAMINCs 8. STAPLES OR ECREL8a ARE NOT AN ACC✓ 'TAELE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNL"E88 PRE- APPROVED BY THE HUILDING OFFICIAL yci i i SHE A7}iiTdCs I. ROOF SHEATHING TA6' 0;8 APA RATED 8 EAT.E G (24/02 LAY LP IW MN17M V8' CLEAR BETILEB4 PANELS TO ALLOW FOR 38 AN61ON NA1L38 SHALL BE 8d AT 6' oc AT PANEL EDC¢5 AND 12' oc AT NTER EDIATE BIPPORTS. PRO0IDE EDGE CLIPS • 24' OC I ALL AUBILPPORTED EDGES. ALLOWABLE DIAPHISAM &;£AA24150410924142per 2. FLOOR SHEATHNOv 3/4' CDX T4G APA RATED PLYWOOD (46/24) NAILED AND GLUED. ADHESIVE SHALL COWCR1 TO APA SPECFCA.TICN AEG 9L FROVLDE TIG EDGES AT LONG PANEL EDGES. HAU.NG SHALL BE i0d AT 6' ac AT PANEL EDGES ATV 10' oc AT INTERMEDIATE SUPPORTS. A LCO BLE D4.4P4RAM SHEAR•25x092.TT1pef 3. PLYWOOD SHALL BE LAD UU FACE GRAN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS D99 -0275 UPPER FLOOR EA