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HomeMy WebLinkAboutPermit D01-035 - THE JUNCTION - LOT 2DO1-035 Junction Lot 2 1491557AvS Z W 1742 U cc-0)8 (61' Nu. WD 15 N3 W Z �O W 2 UO O- at WW U.6 N O Z City of Tukwila Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • li ashin,t;t ors 98183 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AI THEIR OWN RISK. Parcel No: 377930 -002.0 Address: 14915 57 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Coast Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCLO13DH THE JUNCTION -- LOT 2 14915 57 AV S, TIJKWILA, WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE, WA 98059 TRYON CONCEPTS LLC PO DOX 146, RENTON, WA 98057 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * *- * * ** ** Permit Description: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 535 SQ FT ATTACHED GARAGE AND 120 SQ Fl COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, PERMANENT WATER METER, SANITARY SIDE SEWER AND STORM DRAINAGE. ***************************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Construction Valuation: $ 215,779.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: ljm Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Contro 1 Zone: N Hauling: N Start. Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: ;ii 3,155.53 ******************************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** Permit Center Authorized Signature: _ t'.Ld t�tk'4'�- - ��L4 _. - Date : -. - tV___ I hereby certify that I have read and examined this pYrmit and know the same to be true and correct. All p r o v i s i o n s of 1 aw and ordinances governing t h i s work w i l l be complied with, whether specified herein or not. OCCUPANT OWNER CONTACT CONTRACTOR Print Name:— DEVELOPMENT PERMIT .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: No: Occupancy: DWELLING UDC: 1997 Fire Protection: N The granting of this permit does not presume to give authority to violate or cancel the p r o v i s i o n o f any other state or local laws regulating construction or the performance o f work . I am authorized to s i g n for and obtain t h i s development permit. Signature:_:3 Date: This permit shall become null and v o i d 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. Permit No: Status: Issued: Expires: (206) 431 -3670 DO1 -035 ISSUED 04/13/2001 10/10/2001 Phone: Phone: 425 -228 -9750 Phone: 425- 255 -6518 Phone: 425 -255 -6518 Size(in): .00 End Time: 145 F i l l : 145 End Time: Public: N 4- 13 / 1 11 1191!:, r :..)( AY Hu: l%01 : lenant: l':;SULH fYpe: OF.VPFRM Apblied: 0 Part,e1 U: 3,M0-00:).0 1.!-Joed: ******-A****kk**A*,1 Permit (...ondition5 1. 1'4() char(;(: will be ;ri :i.r the blar, tir iic1 bv tot. Lnqineer and the lukwila Nuilding • F-..nclineered trwi.7.; dtawingt.J and c. 1 : ti 1 d t, 1 he oo and available to the building iw.,; for in purposes. Document5 ri 1 1 bea L.rie seal and ..igriatur•e () a Wa5 "-0,ate PrGfeional Lngineer. 3, Any expo5ed backle 1' 1 1 nave H flame Spread Hating of .).5 or and :nlTr 1 1 1 bear identi fication !Mowing the f performarr.:e riiLioq thereof. All construction LC) dor ,. in conformance , Ippro■if.q p 1 Fart iricf r f: tile rijCi Editi(Jn) amendea.10o :..041 t211 11 Id ; (19'21 1 1 r 1, and Washington State ffiergy • Plumbing permit be obtained t.tic.ndh Llie County Departmeril, of l'ublie health. 1 1 l! be int.JpeCted by th;i !. agenuy, iw;ludiug all gal (2)6-4722). 6. Notify the City oF "fuPwil, Nuildicrq 1)1 placing any concrete. procedure in addit.ion 1 aov requirement tor ..ipecial lw,peetioo. F. Validity of Permit. lhe 1 r 1.1t2tWt approwal oi plans, specifications, and computatioh !Mall oot ron- (..itrued L() be a permit for , or (v, 7ip1rovii1 of, wry' vtoltion of any of the provi! of !„,he building ,.;)de or 4u iihv other ordinaw,e of the iw-idictino. Ho pf rnii. i() give authority to v or caw:el the provi..,ion of thH code shall be valid. M. L1ectrieal permit shall be obtained through Lhf: State Division of Labor aod lndur.itrieF, aod 1 1 1 eefricol work will be iwipected hy that acincy i" O . Ihere be flo OC;vil1ii0G1' Ot the bnildir.g(' in. 1 1 Lire Final iw),ection ld heen r:ompItted Inspector. 10. All mechanital work , Ah:111 he tindt:.c pr; fe permit 1, by the City of lukwila. 11. All permits, in recora, and approved pL;Afv.:-, ',hall Dr. available dt_ th Le pr ior to the t. of' ,:irty 'itruc1. io(1. (l:)cument are 1.,.) be wii(0,;lirwd and avil able until final iw,bt.:ctiort approvai to-,mLf:11 Rom OC1 OFJF.H 1 11 1H01 JGH tkr1,1.1 A; J st Akt) ()CKF11.F 1 1-IA*1 HAVi, A Vi Ri. SE OF 10 f r-A. (J 1.10ra. ANO w 1.11 )kKi .0 1 11 630 \ 1 'MAN 1? HOURS. MW 1N6 PLP100, tUR HULCH O 111 1 IJkI AkLA; 1 IHLY tiNiN'OUKLn no(l - MAIN! ) DAYS. COVLkLD MAlLfdAl MUS! 3)fq:K1-11.LD L1 F. 131 Print Name: . 13. Signature: ULGINNTWi 1111S PLPTOD. 1NSPFti AND fli\.ifliAIN ilk S S1AU1L1ZAllON Wlt.KIA AND 1MMLi1_iYit.I.7 11JC_Wf-.. WOW AfJ) IMMLDTA sTor.;11. f-f-alM MAY 1 IHROUGH Si.PiLfIttER 3), IN'04.C1 !\N) vaurni\IN li 1J PPLAN Y Ai 1.lA DISIURHE.f; ME. 511 F IA f-tt, i PRIOR f U F 1 FJAI CONYIPitt itciN . temporary erosion uontri rniir impieloented the first order or business L prevew. seclimLpt,itiort site or into exi'.itine '31,0t drainage 4 . lhe site shal1 have permanent ere!.;ion ennti v.asuies in plaoe soon as pw,sible after fin wading has been enmpleted and prior to the Final inspeLtin. CON1RACIOR SHALL PUN IC. Wfll4KS INiiItY 1WIPI.C10 MP. 010 ViLLANULVA 0 t:q)(1)4:i.3-0179 Of LOMMLNCEM/J41 ANN (AMPLE:110N OF WW1< Al LFA'-)1 24 MOW-) iN AWAW1-_ 16. Work affeutiou tiow, , .)h;i11 10 1:nordinated with the Citv'fi Utilities lnspei;thr. le;iffic , :ootrc. , 1 Jtiail be submitted to the 1nspee1hr atiprnvi. hereby (mrtify that 1 tIkVII read the enhditinns and wilt eomPly witn them as outlined. All pr(ivi I ;tvi drw Lhic: work will be complied with. whfHjir:r !iper;Ifig:d tli!f or not.. I grunting ot this permit does not presum- give rit:IJIrp•iLy viol;ILQ or c;ancel the proviiorlc; ot ;Pi/ Other wort nt lneaf laws regulating const.ruetion or 1,hc perli.rmahee ni 3-o/ Project Name/ Tenant: _ HE JoiV c Teo /V Lot - z. Value of Cf struction: (00,000 Site Address: _ _� ity State/Zip: • ( I ve wee...) • Tax Parcel Number: O -' ob • Property Ovmer MVO A) l ,,%)c6gt5 Phone: milli z2e7 F 7 So Street Address o t i j t�4 (of yea State/Zip: ,6 �v �LJr Fax ZZ I 7Z 3 f T Phone: Contractor: '72 (, c'e ,2'S Street Address: City State /Zip: Fax #: Architect: �/ Ara / l /iI jie r _ 'k Ph Phon Z�7 ‘•'/ s3z Street Address: / / City State2i 7 �/3 /( Se /4 1 13/o) 06 Fax i ,� t � 57/� Engineer. f "f _ ie t A� h ! 4c15 Phone: Street Address: City State /Zip: Fax #: Contact Person: T OA) / `C (r, ` D phoneys Z55 5l d Street Address: City State/Zip: / 20 - el S-1 tiewcu 4) YPO 5 Fax # 1 25 ?Z Description of work to be done: e t,J 6 0 Z- 3022. SC Type of work: New Single- Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Y Accessory Single-Family Residence ❑ Residential Accesso Structure' r-� 9 rum Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: .. 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: 2 34 sq. ft. Dwelling /2O) sq. ft. Covered Deck(s) 435 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the tot) g , For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date applp<ion Frlpte SFPERM1T.DOC 2/13/97 Date gicatiispires: - IR. STAFF USE ONLY Project Number: J' '; t Permit Number: , Dar -O.35 Single- Family Re 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 b the Public Works De•artment ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling FA Land Altering: 9 -Cut 50 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public n ® Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public R Water Meter /Permanent # Size(s): Water Meter Temp # Size(s): Est. quantity: gal Schedule: 51 Miscellaneous Re Li<42 r ll Size(s): 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. AparSken by: (initials) PLEASE SIGN BACK. OF APPLICATION. FOR BUILDING OWNER OR AUTHORIZED AGENT: Signature: ( Date: a / _ Print name a u -- ) J 13 2S r j 6 57g - .7 AtSS 2 ZY Address: i 41 4 Z 0 . /!./0%✓C4 S �Q 4.) c 9epG 51 d `( ALL SINGLE- FAMILY RESIDENTIA ERMIT APPLICATIONS MUST BE S ITTED WITH THE FOLLOWING: > DRAWINGS PREPARED BY A _GISTERED ARCHITECT OR PROFS. JIONAL 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 NIA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which Include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, Q downspouts and foundation drains, and where drains tie -in. Z 7. Parking plan. tr 2 8. Lowest building elevation (if in Flood Control Zone). 6 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. , w 11. identify location and size of significant trees that are located in sensitive areas and buffers or the tu shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). ? a. 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the W o high water mark. 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u. H -9). cn ❑ Foundation plan and details w z Ul ❑ Floor plan 0 ❑ Roof plan w ❑ Building elevations (all views) ❑ Building height o ❑ Building cross - section w w ❑ Structural framing plans and details necessary to completely describe construction u. ❑ Washington State Energy Code Data (Gas/Electric/Oil /Propane /Heat Pump) Form H -15 available uj Z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v — ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 AV A*AAkk*'AAk"kk*AA C:i•iY OF 1IJKWIt' A, 4* * *Akkkk*AAA *A A* I I:ANSM:I - F Nutntr`(:r : i'sivrnerrt. Method: Perm i t. No Parcel Nu: S I L A(I(Jre.;=i : P.iymortt. Account. Cock 000/322.100 000/:345.8:30 000/345.830 000/j86.904 000/342.400 412/342 402 /342.400 401/388.10,2' 401/.386 .n 401/342.100 401/343.405 000/372.100 000/345.830 **kkA * **k ***k * * * * *A *k *k *A *AkA *li *A'A * A* A'AAAAA Ark* AA A AA A +kAA AA A WA * * AA *A AAA***AAAAAkAAAA *AAA A. P01 004 4 9 Amount. : C tIf CK No t.a t.'iora: I RYON C'ONC'.E f'1 S .1 r i t.: F;E D01-035 I yf.ic' : 1)I \II 1. 'F.yr I C1F'r'1E: N1 F'F t.111F 1 377930 -0020 11915 57 111/ `i I vt a I f eel,: 2,08 . 35 Iota I t\t. 1 Prnt : Hsi I at : I)cn se r I t) t. I on HUH DING 12 I'I.AN CIit=CK - 11F.CLILY PL AN CHECK - WA F t:I: MI S TA F E31ISI I') f NC; SHWA IAI I.1:' INS! FEE EN 1 FY 1 NSF' EFL: - S Fi)RM I)PA.fN 1f NSl' FEE S11E/ SSS WI3TI=R CONNECT HON WA INS [AL I. A LION CDT:!~' WA II.,T INSPF C LEON El WA HEFT [URN- ON FEE E: I. AND AF. FFt, IN6 PERM .+ F Vt. L AND AL '[ER 1N6 Pt. AN CI IF= CK A AA AAA AAA I F,'f I'1S,f•i.I I A A A. A A A A A A ?.087. 04/1A/01 09:05 1Y 3. 1 4i! i , ! .00 A* kkk *k *AAAAk*** * *kkkk*AA *k *Ak*i* *k Amount. 1.643.35 20.00 10.00 4.50 15.00 15.00 6(1.00 150.00 .1! >.00 /2.00 3/.50 Do 1 - 03 5 t ) ... _6.,, • e r• t t 4o DOJ. - 1 v : E. I: ft: 1.. L N ft; 1 I'drce I f4 0 : . ) - a l t s , ddr es f; : 1 t.) 5 71 E. r 1hi s E'vnie 1 t '4 ALL I'm . ti It . 4 ' t3"1; * r * * * * * * * * **************************** t A** ** * * * Account o De.:.ic.r tot ti.)rt m tt t 0 0 0 3 4 30 CHECK -- NES 1 Project: 44 ---)i i teNCA I lie. Type of Inspection: i c., i Address: L . Date called: 10 - • Special instructions: Date wanted: )O iI - 01 a.m. Requester: Phone: INSPECTION NO. OMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: ) — 0_ 01 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 COMMENTS: T e ' f Inspec ' n: 1 11 la 1 Address: 1 0915 ] #' /1 S . Date called: / r.) /, ty it) 11 � �` + { r1b A e ad Date wanted: 10 /21)1 p.r JJf * 1 ' ( F - i 0 Nj(,) i CLAAA ( a U ((i) I 0/S/._,I (1■Je4- t 6 f ) 0 (4 Lnti.3 . 6, 1 / 4 ",. t y 14 e Ov - ' Proje --t tr ( f /d ? Iii rr° fcr"k-tr T e ' f Inspec ' n: 1 11 la 1 Address: 1 0915 ] #' /1 S . Date called: / r.) /, ty Special instructions: Date wanted: 10 /21)1 p.r RequesteF; .)0 k7 ~ )iVYr? Phone: 1.)5/3- . l ( /0& -' /97 i L i\ 1 �t v 1 ( .,,J (ii 5 � 555 1 4 du+ INSPECTION RECORD e) ?. �� j Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 6 Date: 44 / $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at.6300VSouthcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: , I Date: t COMMENTS: i i i v • l© rove' Type of Inspection: (` J Date called: . tto. o 0/ • A ess: c Ir 1E1 _ 1p ti tell C& pi) rei.�a Date wanted: 10 /0 - 01 p.m. Requester: n Phone: Project: tt Type of Inspection: (` J Date called: A ess: Special instructions: i c�',. Date wanted: 10 /0 - 01 p.m. Requester: n Phone: 1 " Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r r' O 3S PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: }O J tt.l' V 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: Pro ect: - Ti1f , T,oci" ,I - /- t A Type of Inspection: k {:. I.c ,.,:: r r-- ' Address: t` \ (1 k<< r. , k . -_, Date called;, Special instructions: e6,(IL d () 1w,.. e L < t Date want ..AS- C l (.` a.m) p.m Requester: 1, .'c.r J (('yU Phone: tag vJ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 toi ID Approved per applicable codes. COMMENTS: Inspector: Date: Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION RECORD Retain a copy with permit aK tAA Corrections required prior to approval. Date: PERMIT NO. (206)431 -3670 COMMENTS: Type of Inspection: S 5 5. , ..> S Addres S. : »11/.. - rt, S Date called: 1 J - 7 /0r Special instructions: -, Date wanted: // r' Jo i p.nf. 1 r. 1 .s ". *r, 4 .. l i .. �'.- , , . `L / rf , ` i.c p: so (;4 • Project: _ G'1 ` r i r i t r I l Type of Inspection: S 5 5. , ..> S Addres S. : »11/.. - rt, S Date called: 1 J - 7 /0r Special instructions: -, Date wanted: // r' Jo i p.nf. Requester: _., Phone: 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Oa S' PERMIT NO. (206)431 -3670 Approved per applicable codes. 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. Receipt No: Date: • COMMENTS: s Type of Ins 5 top: Address: Jtl �tr S ,1 Y Date called x / 22 0l Special instructions: ��y r "' `' � J 1/ Date wanted: - J / a.m ; f i 4.....; L N - L t f ; , K L 8 I LA-vv % %-- 7 f (/ rf r:" r r c," L ` j . .� . fir {� L r l 111. , l „ .S% ` G / Yr i , 4 p D. 5. -. a s tv , A (,m_4t.a-)c4 777 s() S/ zzi, 1 k ! k 1 Pro + Type of Ins 5 top: Address: Jtl �tr S S�7' /4w Date called x / 22 0l Special instructions: ��y r "' `' � J 1/ Date wanted: - J / a.m Requester ;� O r Phone: ZOC - ?SS 8 INSPECTION NO. TI INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Date: 5 , � /2 ycy t ty N z ul W C3 0 I— W W u- .. Z W U � O Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: / } 2 Type �I Address: I L I i t� �' 7 _ , 7`/ / Date called: ``� / 1 of t Special instructions: a t , (-.) 6: r Cr ) Date want es(; j (am, P.m. R ester: one: Phone: )(A 10 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Spector: .. r � x.00 REINSPEC Receipt No: INSPECTION RECORD Retain a copy with permit l_n 6,-41 CA.( �'� ) ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: a Z -, Date: Project: / �� / � �n C -10/1 _ 1-• -c 02- T pe of Inspection: /'7 %( / G- r( ddress: L /9 �!'' Date ca lled - 7/0 - 6 4 / Special instructions: Date anted .7 /� / p.m. Re uester: Phone: 67 7 INSPECTION NO. COMMENTS: Inspectdt: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 54 Approved per applicable codes. Corrections required prior to approval. Date: 2 ♦ 4 /../ Vt ��( / - f∎ 41 / I 7 2 C n $;47,0b REINSPEC4ION FEE REQUISED. Prior to inspection, fee must be paid t-6300 Southcenter Blvd., Suite 10. Call to schedule reinspection. Receipt No: Date: PERMIT (206)431 -3670 COMMMNT5:1) /... . t> . C/. ' i , 1 �� ns: 2--) F/evi-- R nester: 7.. y. 11 (' A tN.k? 3 .g5 .>c- 7 (4 '...;", t A _S cr � �f '7 -1 .1 s .. / ...�.. ct: � r Lei Ty of Inspection: J — faJUi i? j LX-4.11 /./2, ate called: 1 Address: ('-`.� /y+7+y+j�/�I ns: Date want f ca:C /0 C VO / "ig6. R nester: 7.. y. 11 (' A tN.k? 3 .g5 .>c- 7 I �l INSPECTION NO. pproved 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 F6F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f COMMENTS: 1 rI r'f 5 (D ra rnu, d 4. N . ii, 5 \\ ry Z1 i rFr hC (\Lk " r a r 0 A -4VL - 0 L . ) .e Yr` - t y - 0 t t to i ,,., 3 Me( \,.v v<',c r K.N 1..kc�t.N. -'t r- ` f a In p.. z ' 11i 4 �� c' s c SC 4 `e r f t (") t — Special instructions: Date wnted: I rt (.. ( (a.m.) `P.m. Requester: T —' C- r) Project: C41I_rl - 1 --r't" _ G... Type of Inspection: ii- if` el- `e, ldd s. , � `% +� r- ` Date called: /C 7/1 Special instructions: Date wnted: I rt (.. ( (a.m.) `P.m. Requester: T —' C- r) Phone: e: .: c- r- _ ;!f (: • -. �J , r ! j f f- Inspector: f, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 El Approved per applicable codes. f) Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 COMMENTS: ' Type of Inspection: A 1 c 5 7 VO! Pi X ( AA. e)C t C r1 41J / ?A ct.. Special instructions: Loy Z Date wanted: ( ' a.m. p.m. t 7 f 11^.a ` O fa - rh it) 1i Phone: J R AJ,. 41. , Project: Type of Inspection: A 1 c 5 Date called: r Special instructions: Loy Z Date wanted: ( ' a.m. p.m. Requester: .. . i _ i 1}A,. Phone: J L (1 U INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Corrections required prior to approval. �7V Date: Date:.- y/oi � PERMIT NO. (206)431 -3670 c Project: _..1 tom' r\ c + t Or-) ... 1 - L:' . _pi' ee it n: t`'`",,` 7.,, tllAuMtl1� t' Na", 1 I t / Mdress: X 15 `: ,4✓ c_ . 7 Date c• lied: Lci ) -7 --/ n. Special instructions: Date w nted: ��� m ; p.m. Requester: Phone: iCle 355 S t i It COMMENTS: Inspector: Receipt No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. 0 1 INSPECTION RECORD Retain a copy with permit rc' I Date:, k) Date: Corrections required prior to approval. 2 Of D $47.0+ REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: l ' � ► // r , I � Inspector: L - Date: 1 8/ z8 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818g`V (206)431-36 Address: 14q/5-- 4), ; Special instructions: INSPECTION RECORD Retain a copy with permit e of Inspec io D to lied: Dat anted: 67 /a1 Rec'uester: PERMIT NO. a.m.) Phone: Approved per applicable codes. J Corrections required prior to approval. I s i 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: l Date: I Project (( U Y1GTl tr1 T of Inspection: U V1 r �-- Address: _ Date called: Special instructions: 1 Date wan d j , 6, t ' )1(� I (a - `" ' m; p. m. Requeste • Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid Date: • PERMIT NO. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OSs (206)431 -36 Receipt No: Date: ect: V j (4 0 (' ' it } [) / -r ' [tit Typ f In pectio • A i re s: Date cal d:. /7 A Date wanted: a`.tn. r- j 3/ q p.m. 15 1 4 . Special instructions: Reque r• T(y, � ,1-4. P •ne: .e.- ,.. - pt eri{,,, 3� INSPECTION NO. Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. Inspector: !L(� R Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3 , COMMENTS: d, 7 /■• e 5 c'' 441,' < ~. l e i `- 1 1. f //Pi. ii r kit.' orJ. Io/17 /04) a 1.i f a" 7 0 1 / ` ` /y t' /J </ 5', Special instructions: Date wanted: 5 e 0/ . p.m. Requester: V1 Phoa _ alit , 7 ` , / P t ct: 11/1C17 � Z,� ma of Insp 4 i • Ad s� �,> 5 P � w r ate ca led: ..-7 0 I Special instructions: Date wanted: 5 e 0/ . p.m. Requester: V1 Phoa _ alit , 7 ` INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. /i/r7/ PERMIT NO. (206)431 -3 Corrections required prior to approval. Inspector: Date: --"' 1 / 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: Project: tio Tow of Inspec ipn: L allbo rt)2 pti. A • dress: r ` AL • 7 Date cal . • Special instructions: • Dat4 a. m. P Req r Phone: OL) * 1S r- ) 97 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Inspector: INSPECTION RECORD Retain a copy with permit v r 01`1 rll/C PERMIT NO. (206)431 -3 g r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: L .. 2 (e). 0 LI $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: WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/25/80 FILE: K: \ \KAA \ \00\ \00185 \ \0018511.WS HOUSE ID: TRYON CONCEPTS 2367 -Side Entry Site: Homeowner: Builder: Analyst: NMS Jurisdiction: Utility: RECEIVED CIT`� Cr TUKWILA House Type: Single Family Floor Area: 2367 ft2 Weather Data: Seattle, WA `' ^o Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET = REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing @14% Doors AG Wall Ceiling Infiltration Struc Mass Description R19 vented Joist 16oc * * ** 2g1 vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls REFERENCE PROPOSED 404 374 Btu /hr -F 4.46 4.50 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 Area = UA 1702 49.4 355.0 142.0 55.6 15.7 2485 144.1 1702 52.8 20908ft3( 133.9) 403.9 Value X Area = UA U -0.041 1702 69.8 U -0.049 340.0 16.7 U -0.390 55.6 21.7 U -0.082 2500 205.0 U -0.036 1702 61.3 ACH -0.350 20908ft3 (133.9) Proposed UA M- 3.000 2367 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 374.4 7101 Ys WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 01/25/80 FILE: K: \ \KAA \ \00\ \00185 \ \0018511.WS HOUSE ID: TRYON CONCEPTS 2367 -Side Entry 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 : Bast Northeast : Eff S Glz: 2.9% PROPOSED Electric: Zoned 100 Ps 100 % 0.60 26575 Btu /hr 26575 Btu /hr 11.5 kW (150%) 15400 kWh $ 847 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded PROPOSED North 340.0£t2 Northwest : West Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) IN SQUARE FEET QUANTITY HOW MA TOTAL AREA N SQUARE FEE TOTALS IN SQUARE FEET), ENTRY 5.00 5.00 0.00 0.00 NOOK 40,02 40.02 LAUNDRY 15.00 15.00 0.00 0.00 PANTRY 20.00 FAMILY 10.00 0,00 0.00 40,00 40.00 181 I ci I roi 0.00 1 0.00 DINING 25.00 25.00 0.00 25.00 25.00 _ 0.46 LIVING 30.00 30.00 0.00 0.00 GUEST BDRM 0.00 0.00 SKYLIGHTS .. .._ 0.00 0.00 TOTAL MAIN 1 i 1 UPPER FLOOR BDRM#4 16.00 28.00 ' I ! gi tg, BDRM #3 16.00 BATH 24.00 BDRM #2 8,8 1 8!8 !c61.0: 20.00 0.00 0.00 HALL 12.00 1.00 0.00 MSTR BDRM - 12.00 1.00 0.00 12.00 1.00 0.00 TOTAL UPPER 140.00 SUMMARY TOTAL GLAZING SQ. FT. . 340.02 TOTAL HOUSE SQ. FT. 2,367.00 Glazing % 11251200i 0 Kappler Architect P.S JOB NAME: TRYON PLAN 2367-Side Entry JOB NUMI3ER 00185.21 Co ht 1999 DATE: BY: 1/1/2000 I BMQ File: DOl •0 5 35mm Drawing# Kappler Architects P.S. Job No. 00185.21 VERSION Rai SCUMS S STORY Date 1/1512000 atarung rran No. 00185.10 JK Lateral Analysis for: TRYON CONSTRUCTION PLAN 2367 - LOT 2 BURGSTROM PLAT CITY OF TUKWILLA 2t See drawing sheets SD -1 and SD-2 for all details, schedules and S -1,d+1 etc.. Fom.sheQf wall locations. Calulations are for pneumatically driven nails © .113 shank dia. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT Long Wall ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA (for rho factor) UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG I SHORT WALL " 0 (SF WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SA IL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS #WA OTHER (Roof+ 1/2 Floor) 0018521 1997 -15 Lateral analysis worksheetl.xls 1182 SF ' 1208 SF 0' . SF KAPPLER ARCHITECTS BELLEVUE, WA 425-641 -5320 3 ,; 0.38 Short Wall 5 /12 1473 SF ,, ..12 10 . 13.0 9.3 0.0 0.0 "B" Default 80 MPH Default 3 Default (sd) Default (table 16 0) 0 PSF Default 75 % Reduction FT FT FT NOT VALID UNLEES E t: A EC L "WET STAMPED'' CF TUKWIL A Short Wall! 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default — HCar,tlr , ,EN 4 ° 1/25/2001 PAGE 1 WALL HEIGHT Ce Cq qs iw 13.22 PSF 0-15' Pa 0.62 1.3 16.40 1 _ 20' - P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 211 13.22 122 0.00 0 -- 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq. root of AB))) where: Ae Ground floor area of structure r max = Max element - story shear ratio r max = r i / story shear r I = element story shear x iw (10 / 1w) element shear iw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) Ow) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED C_ CAI qs hv= r mot = I 0.07 I 0.62 1.30 16.40 1 WIND EQUIVALENtUNIFORM LOADING P' (Ce) (Cq) (qs) (1w) 0018521 1997 -15 Lateral analysis worksheetl.xls .P- r i= story shear r 2590 I 9585 therefore use 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 (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.3 #N /A 0.0 #N/A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 VALUE USED AB ( 1473 square root 38 PSF 2590) 0.27 PLF SF #FT #FT # FT # FT 1/25/2001 PAGE 2 SLRoof (Upper walls) 12 1182 SF 13944 ADDITIONAL LOAD 0 1162 SF 0 S / S EX. WALLS 10 80 8 6400 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 80 8 5120 Roof (Upper wails) 31864 18.5 589484 589484 0.6298 6037 Upper Floor (Main walls) 36470 9.5 346465 935949 0.3702 3548 #NIA 0 0 0 935949 0.0000 0 (P) Upper Floor (Main walls) 15 1162 SF 17430 S / S EX. WALLS 10 80 8.5 6800 F / B EX. WALLS 10 80 8.5 8.5 6800 5440 INTER. WALLS 8 80 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 36470 /WA 15 0 SF 0 S I S EX. WALLS 10 80 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 80 0 0 #N/A 0 #N/A 2 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10_ 0 10 0 #N/A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTH UAKE PER SECTION 1628 table 16bq, 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED = R= Ca = Rw= Rw= 0.3 5.5 0.38 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls BUILDING LOADING DEAD LOADS r PSF LONG WALL (SHORT WALL WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb =(3.0xCa /R)W STORY SHEAR Wi 0018521 1997 -15 Lateral analysis worksheetl.xls TOTAL WEIGHT hi Plate Ht. Wixhi W= TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 31864 # 68334 sum Hi x hi 1525433 load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 68334 13418 WORKING STRESS WOOD DESIGN 1.4 I 9585 (# Wihi / sum Wihi Vi 9585 I# 1/25/2001 PAGE 3 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N/A *N/A 2 -2X4 2-2X6 16d SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h)ttotal (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD Shear WTI UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS Ma T =C= 10.5 16.5 108 132 #FT 108 0 F 0 0 F 0 *FT 53888 1.33 SHEAR AT BASE ANCHORAGE 112" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING 0018521 1997 -15 Lateral analysis worksheetl.xls 35553106 888828 ALOW.Fta 751590.1213 SEISMIC FORCE WIND GOVERNS WIND GOVERNS #N /A 144 *NAIL 3060 #FT 7321 10 511 (F) Roof (Upper walls) (F) Upper Floor (Main walls) *N/A #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) I<'N/A #N/A IS/BOLT 2.2 FT O.C. *MOLT 3.2 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425-641 -5320 6188 NAILS 9585 WIND FORCE 525 1.33 Not included in total 132 108 0 0 211 # FT 122 # FT 0 0 F 0 SO FT 211 #FT 0 333 # FT !� #N /A # FT 698] 0 F If FT I FT 0 F OK 1/25/2001 PAGE 4 V W h Wh F R oof (Upper watts) 9585 31864 13.00033333 414242.6213 5283 Upper Floor (Main walls) 9585 36470 9.25 337347.5 4302 *N/A 9585 0 0 0 0 *N/A 9585 0 0 0 0 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N/A *N/A 2 -2X4 2-2X6 16d SEISMIC EQUALENT UNIFORM LOADING F =V(W)(h)ttotal (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD Shear WTI UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS Ma T =C= 10.5 16.5 108 132 #FT 108 0 F 0 0 F 0 *FT 53888 1.33 SHEAR AT BASE ANCHORAGE 112" DIA. AB 550 1.33 MIN BOLT SPACING 5/8" DIA. AB 790 1.33 MIN BOLT SPACING 0018521 1997 -15 Lateral analysis worksheetl.xls 35553106 888828 ALOW.Fta 751590.1213 SEISMIC FORCE WIND GOVERNS WIND GOVERNS #N /A 144 *NAIL 3060 #FT 7321 10 511 (F) Roof (Upper walls) (F) Upper Floor (Main walls) *N/A #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) I<'N/A #N/A IS/BOLT 2.2 FT O.C. *MOLT 3.2 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425-641 -5320 6188 NAILS 9585 WIND FORCE 525 1.33 Not included in total 132 108 0 0 211 # FT 122 # FT 0 0 F 0 SO FT 211 #FT 0 333 # FT !� #N /A # FT 698] 0 F If FT I FT 0 F OK 1/25/2001 PAGE 4 20 5 18 0 0 0 183 I .. P1.8 -- . Mo= Walt(DL) Roof (DL) Mr= T =C tEQUIRED 7327 26377 #DIV /0I 0 #DIV /01 0 #DIV /01 0 MIN BOT PLATE NAILING 9 INC O.C. 400 1440 0 0 _ 0 2268 5544 0 0 0 4447 41904 0 0 0 0 0 578 -863 #DIV /01 NA #DIV /01 0 #DIV /01 #DIV/01 0 #DIV /0I #DIV /01 0 NA 0 0 0 0 0 0 #DIV /01 *Dry/O1 •;. ' Mo= Wall(DL) Roof (OL) Mr= T =C 1EQUIRED #DIV /0I #DIV /01 #DIV /01 #DIV /01 #DIVl01 MIN BOT PLATE NAILING #DIV /01 INC 0 C. 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV/01 #DIV /01 #DIV /01 #DIV /01 #DIV/01 #DIV /01 _ #DIV /01 #DIV/01 _ #0IV /01 #DIV/01 0 0 0 0 0 0 #DIV/01 =Vim .- Mo= Wall(DL) Roof (DL) Mr T =C tEQUIRED #DIV /01 #DIV /01 1DIV /01 #DIV /0I #DIV/01 MIN BOT PLATE NAILING #DIV /01 INC O C. 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /0I #DIV/01 #DIV /0I _ #DIV /0t #DIV /01 #DIV /01 0 0 0 0 0 0 #OIV /01 1. ~ toonOt 1 Mo= Well(DL) Roof (DL) Mr T =C 1EQUIRED #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 MIN BOT PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV /01 #OIV /01 101V/01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /01 #0IV /0I #DIViO1 UPPER FLOOR SHEAR WALLS Loading from roof RIGHT TO LEFT UPPER FLOOR Load 211 Ht. 8 2/301 REACTION HOLDDOWN I UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLO0OWN UPPER FLOOR Load 211 Ht . 8 J a a 2/3DL REACTION HOLDDOWN I UPPER FLOOR Load 211 UPPER FLOOR Load 211 Nt. 8 O u. 2/301 REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH Ht. 8 Mo= g WADI.) Roof (DL) 2/3DL Mr REACTION T =C HOLDDOWN REQUIRED 0018521 1997 -15 Lateral analysis worksheett.xls a WALL SEGMENTS b C b C b b C C 4 d d d d CHECK TOP PLATE. TOTAL LOAD = 211X20 =4220/30 =140 OK TRIB.LENGTH a b c d e e a a 0 SHEAR V WALL TYPE 20 4 9630 320 2016 3115 200 320 2.5 6018 9630 1638 2016 1532 3115 1629 CS 16 -30 1795 1629 CS16-30 CS18 -30 3.5 8426 280 1684 CS 16-30 #DIV /01 0 0 1890 2532 #O1V/01 301 I MIN BOT PLATE NAILING 8 INC O.C. 1/25/2001 Page 5, Upper Floor I 0 0 0 0 0 0 #DIV /01 I #OIV/01 ' 1 Ma= Wall(OL) Roof (DL) Mr= T =C 2EOUIRED #D V /0! #DIV /0! *DIVIOI #DIV/01 #DIV /01 MIN BOT PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0 0 0,00 0.00 0.00 0.00 0.00 #DIV /01 ODIV/0I #DIV/01 #DIV /O! #DIV /01 #DIV /01 #DIV/0! #DIV/01 #DIV/01 #DIV /01 I 15 15 15 0 0 0 102 I P14 -- ,-1 1,4o= Watt(DL) Roof (DL) Mr= T =C LEOUIRED 12839 12639 0 0 0 MIN BOT PLATE NAILING 17 INC O.C. 1240 1240 0 0 0 0 0 0 0 0 6408.67 8406.67 0.00 0.00 000 r 402 402 #DIV/01 #DIV/O1 #DIV/01 NA NA #DIV/01 #DIV/01 #DMV /01 moo 0 0 0 0 0 #DIV/ol C #0N/01..,1 MIN BOT PLAT E NAILING #DIV /01 INC O.C. Mo= Wa►1(DL) Roof (DL) Mr= T =C LEOUIRED #DIV/01 #DIV/01 #DIV/0I #DIV/o! #DIV /01 01 0 01 0 01 0 0 0 0 0 0.00 000 000 000 000 00IV1O1 $01V/O1 NDIV/OI $01V/01 *DIV/0! #DIV/OI #OIV/01 *DIV/01 #DIV/01 #DIV /01 L— 0 Mow Wsf(DL) Roof (DL) Mr■ TaC 2EQUIRED 0 #DIV/01 0 #DIV/01 0 0 0 101V/01 #01V /01 (.. solvi01 1 MIN SOT PLA1 E NAILING *DIV /01 INC O.C. #DIV/01 #DIV/01 0 0 0 0 0 0 0 0 0 0 000, 000 000 000 000 1OIV/01 0OIV/01 #DIV/01 #OIV101 #DIV/O! #DIV/0I RDIVIOI IDIV/01 #DIVro► NDIV/0l [ 15 19.0 00 0.0 00 0.0 186 L P14 :1 Mow WatI(DL) Roof(0L) Mr■ T'C LEQUIRED 25278 0 0 0 0 MIN BOT PLATE NAILING 10 INC 0 C. 1520 0 0 0 0 504 0 0 0 0 1281867 0.00 0.00 0 00 000 656 #OIV/01 0OIV/01 *OIV/01 #OIV/01 NA #DIV/01 _ #DIV/01 #DIV/01 _ *DIV /01 FRONT TO BACK UPPER FLOOR Load 211 Ht. 8 w J UPPER FLOOR Load 211 Ht. 8 w r ` J w U UPPER FLOOR Load 211 Ht. 8 w V v 2/3DL REACTION HOLDDOWN I 2/301 REACTION HOLDDOWN 2130E REACTION HOLDDOWN UPPER FLOOR Load 211 HI. 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 211 Ht. 8 21301. REACTION HOLDOOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB LENGTH 0018521 1997 -15 Lateral analysis worksheett.xls a a WALL SEGMENTS b c b b c c d d d d e e 0 e e SHEAR V WALL TYPE 1/25/2001 Page 6, Upper Floor I 13 6 8 4.5 4 0 192 1. P14.. I Mo= Wall(DL) Roof (DL) U - Floor (DL) Mr- T =C IEOUIRED 9810 13080 7357 6540 0 MIN BOT PLATE NAILING 9 INC O.C. 1020 1360 765 680 0 2520 3024 2142 2016 0 3150 3780 2677.5 2520 0 13380 20091 9086 7795 0 -595 -876 -384 -314 #DIV /0I NA NA _ NA NA _ #DIV /01 0 415 0 0 0 0 259 J .. P14 . a j 0 #DIV /01 #011//01 r .. Mo= Wall(DL) Other (DL) Mr= T =C 1EOUIRED #DIV /0I 0 #DIV /01 0 #DIV /01 MIN BOT PLATE NAILING 9 INC O.C. #DIV /01 403.75 #DIV /01 0 MIN ROT PLATE NAILING #DIV/01 INC O.C. 0 0 0 0 0 0 0 0 0 0 0 0 839 0 0 0 0 0 0 0 0 0 0 2068 0 #DIV/01 0 #DIV /01 0 #DIV/01 0 STHD 14 RJ 0 #DIV /0I #DIV /0I #DIV /01 #DIV /01 #DIV /01 #DIV /01 _ #DIV /01 _ #DIV /01 - #DIV /0I #DIV /01 7 415 4.25 0 0 0 259 J .. P14 . a j Mo= Wall(DL) Other(DL) Mr= T=C 1EOUIRED 10455 9354 0 0 0 0 0 MIN BOT PLATE NAILING 9 INC O.C. MIN BOT PLATE NAILING 7 INC O.C. 403.75 361.25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 839 512 0 0 0 0 0 0 0 0 0 2068 2081 #DIV/01 #DIV /01 #DIV/01 STHD 14 RJ _ STHD 14 RJ #DIV /0I #OIV /0f #DIV/01 L 7 Mo= WaII(DL) Roof (DL) U - Floor (DL) Mr= T =C 2EQUIRED 6 6 0 0 0 1 9 4[_P 1 4 _' 9904 9904 0 0 0 MIN BOT PLATE NAILING 9 INC O.C. 1020 1020 0 0 0 0 0 0 0 0 1200 1200 4440 0 0 0 0 0 0 4440 911 911 #DIV /01 #DIV /01 #DIV /01 NA _ NA #01V/01 j #DIV /01 #DIV /01 MAIN FLOOR SHEAR WALLS Loading from roof and Upper Floor RIGHT TO LEFT MAIN FLOOR Load 333 Ht. 9 2/30L REACTION HOLDDOWN I MAIN FLOOR Load 333 Ht. 8.5 cc 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 333 Ht. 8.5 2/3DL REACTION HOLDDOWN MAIN FLOOR Load 333 HL 8.5 2/3DL REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH MAIN FLOOR TRIB.LENGTH a Load 333J 20 Ht. 9 Mo= WaII(DL) Other (DL) 2/301 Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH TRIB.LENGTH 0018521 1997 -15 Lateral analysis worksheetl.xls a 14950 STHD 14 a a 7 595 270 2018 1847 WALL SEGMENTS b C b b 20289 STHD 14 b 9.5 807.5 1350 6832 1417 C C 750 5333 1802 HTT22 w/ irtianwuo C 10 21357 850 0 d d d #DIV/01 #DIV /0I d d 0 0 0 e e e #DIV /01 #DIV/01 e 0 0 0 SHEAR V WALL TYPE 251 P144; a MIN BOT PLATE NAILING 0 INC O.C. 1/25/2001 Page 7, Main Floor 11 5 0 6.75 0 0 197 Mo= Wall(DL) Roof (DL) U - Floor (DL) Mr= T =C tEOUIRED 8381 0 11314 0 0 MIN. LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN BOT PLATE NAILING 9 INC O.C. 850 0 1147.5 0 0 0 0 0 0 0 877.5 0 1048.125 0 0 2879 0 4940 0 0 1100 #DIV /01 #DIV/01 944 #DIV/01 #DIV/OM STHD 14 RJ STHD 14 RJ #01V /01 #DIV/01 1 8.5 9 0 0 0' 01 314 P1.3,-. Mo= WaII(DL) Other(DL) Mr= T =C 1EOUIRED 24053 0 0 0 0 MIN BOT PLATE NAILING 5 INC O.C. 785' 0 0 0 0 900 0 0 0 0 4995 0 0 0 0 2118 #DIWOI #DIV /0I #DIV/01 NOW/01 STHD 14 #DIVIOI #DIV /01 #DIV/0! #DIV /01 6.5 7 0 0 0 0 309 Mon WADI.) Other(DL) Mr= T =C tEOUIRED 18394 0 0 0 0 MIN BOT PLATE NAILING 0 INC O.C 595 0 0 0 0 0 1280 0 0 0 4328 0 0 0 0 2009 #OIV /01 #DIV/01 101V/01 1$DIV/01 STHD 14 RJ , #01V/01 #DIV/01 101V/01 #DIV /01 0 0 0 0 0 0 1DIV /01 '. -. IIDN/01 1 Mon Wall(DL) Other(DL) Mr= T =C lEQUIRED #DIV /0! - #DIV /01 #DIV /01 #DIV/01 #DIV /01 MIN SOT PLATE NAILING #DIV/01 INC 0 C . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101V/01 #DIV /01 #DIV/01 #0IVI01 #DIV/QI #DIV/01 #OIV /01 IDIV/01 #DIV/01 #DIV /01 1 15 18 19 0 0 0 143 : S P14 - Mo= Wall(DL) Roof (DL) U- Floor (OL) Mr= T =C tEQUIRED 19404 23043 0 0 0 MIN BOT PLATE NAILING 12 INC O.C. 2720 3230 0 0 0 480 552 ..� 0 0 0 0 0 0 0 0 17087 23953 0 0 0 148 -48 #DIV /0I #DIV/01 #DIV/01 NA NA #DIV /01 #DIV/OI #DIV /01 FRONT TO BACK MAIN FLOOR Load 211 HL 8.5 w 2/301 REACTION HOLDDOWN MAIN FLOOR Load 333 Ht. 8.5 Ww 2/301 V REACTION HOLDDOWN MAIN FLOOR Load 333 Ht. 9 IY Z V 0 2/3D1 REACTION HOLDDOWN MAIN FLOOR Load 333 Ht. 8.5 2/301 REACTION HOLDDOWN MAIN FLOOR Load 333 Ht. 8.5 2/301 REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH 0018521 1997 -15 Lateral analysis worksheett.xls a a a a WALL SEGMENTS b c b b c C C C d d d d e e e a d e SHEAR V WALL TYPE 1/25/2001 Page 8, Main Floor STORM GRAIN w POSITIVE SLOPE T s1DE ! "ErriACg \ WATER SUPPLY— \ STUB OUT 3/4' METER <% `}\ �4 CAR – r.1e.s' I l I I I I PA LLEL 40 These { 6' SANITARY SEWER j Sn,e OUT I E. 4\218.00 ! 38' -6' 4' SIDE STWER MIN 2R & 10 -0 `MAN AWAY FROM DRIVEWAY -• .D BACKFILL 2323' DRIVEWAY SECTION ROCKERY DETAIL SCALE: I'. f0' APPRX 45 YARDS OF EXCAVATION TO BE RELOCATED AT REAR OF t_OT 4' EXP. AGO. CONC. DRIVEWAY .-- 23 SIDE SLOPE an�q sWask Pogview cpa 4' RIGID PERF. DRAIN PIPE • TIGHTLIN INTO EXIST. STORM DRAINAGE SYSTEM TYPE 'K' COPPER PIPE ROPOSED TOPOGRAPHY r EXISTING TOPOGRAPHY TO T OL a� � � c• since s 95En6 Wat ,�1: i 1Tri e ad§pii+I: guiffeards or ordinances. for the adequa of the deal _ I '11 i81 REAR : A t twill void this ac ceptance SIDE : 213 A 'il rthlairtPtil rit6ubmittal of revised drawings SIDE fa ,rsebslegi. * ADDRESS • _ 1442v :.t ST. NEWCASTLE PN E . (425) 255 -6518 Fig:acceptance is subject to field inspection by ti2EG bpi kvtutil g I "VT Date: NEW 4' HIGH MAX. ROCKERY — FILTER FABRIC WASHED 1/8' DIA. GRAVEL F.A.R. CALCULATIONS LOT AREA = 7,776 if 50% ALLOWABLE = 3,888 sf F.A.R. AT MAIN = 1205 sf UPPER = 1162 sf GARAGE = 535 sf PORCH = jail_ TOTAL = 3,022 sf < 3586 sf d Ny the Public ormance with current u , ect to errors an violations of The responsibility totally witlfkl 'cKS FRONT • 20' 10' 5 ' • It -cf CORRECTION LTR# s� 0 22.67' N87'45'23'W \-- ! CLEARIIl LIMITS TO BE PROPERTY LINES N87'45'23 "W O rte, 1. DRIVEWAY PAVED FROM TRACT 'B' TO GARAGE -1>rEbr/ PERFORATED ADS N•12 TESTABLE 3. 595 PIPE IS 6' SDR 35 ON A €'. SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER IS FOGTITE 'I 5. WATER SUPPLY .ONNECTED TO WATER METER SETTER 6. SITE WILL BE PER"1ANENTLY STABLE PL BY USING SEED 4 IIJLCH BY . .G sY COMETION 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. REFER TO PERMIT CONDITIONS. JOE s. 00185 FILE •• 0018522 DATE- 1/24/01 REVISED DATE: 4/3/01 irappler Architects, P.S. 14311 S.E. 16th Street Bellevue, We. 08007 tel 425 - 841 -5320 fax 425 - 841- 53194p 0 4 20 tf 9I� FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING 819990726001980 1 Doi 035 DEPARTMENTS: Building Division E Complete Er Comments: Y'c*OL ill INNS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -035 DATE: 4 -04 -01 PROJECT NAME: THE JUNCTION LOT #2 SITE ADDRESS: 14915 57 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued Fire Prevention Incomplete TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: C APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: P DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-5-2001 C PC S I C.,7-0•OR'D COPY Planning Division Permit Coordinator Not Applicable No further Review Required DATE: DUE DATE 5 -3 -2001 C n Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Mar -27 -0I 04:32P TRYON CONSTRUCTION REVISION SUBMITTAL Revision submittals must be submitted In person nt the Permit Center. Revisions will not be accepted through the mail, fax, dr. Date: tY UQ co co w w LL w 0 N � w w § Contact Person: pon Tryon Phone Number: w w Z O Z Response to Incomplete Letter # City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (2061431 -3670 Respcnse to Correction Letter # I Revision after Permit is Issued Project Name:_THE JUNCTION -- LOT 2 Project Address: 14915 — 57 Avenue S Summary of Revision: Plan Check/Permit Number: DO 1 -035 8686663 P.04 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision y� Received at the City of Tukwila Perm ( it Center by: 1 Entered in Sierra on .) "- °AP?I) 4 200 Mar -27 -01 04:31P TRYON CONSTRUCTION 8686663 March 27. 200 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 City of Tukwila Department of Community Development RE: CORRECTION LETTER N1 Development Permit Application Number 001 -035 The Junction — Lot 2 14915 —57th Avenue S Dear Mr. Tr :n: 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 he addressed p1 the .rwne time and reflected on your drawings. I halve enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) ronyrlete_cets 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 tour (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany eery resubmittal. 1 have enclosed one for your convenience. Corrections/revisions must be mad . irzurson and will not be accepted through the mail or by a messeneer service. I f you have any questions, please contact me at (206)431 -3672. Sincerely, wit Brenda Holt Perm it Coordinator encl r4;. rile No. n01.035 APR f+ • P.O1 Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431 -3665 Mar -27 -01 04:31P TRYON CONSTRUCTION 8686663 P.02 Project Name: The Junction Lot 2 14915 57 Ave S File #: D01 -035 Date: 02.22.01 Reviewer: L. 3111 Mosqueda, P Please contact Sill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Refer to the enclosed red -line plans. Please return these red -lines with the revised site plan. ,Y. Please remove extraneous information such as tree size and location, drainage arrows and survey information. Please refer to the enclosed civil site plan. Much of the dimensioning can be removed, because there , s a scale shown and, I assume, these plans are drawn to that scale. - 6 e. ricvv5e0 i ,2: Please show existing topography as solid lines and proposed topography as broken lines. I am interested to know how much you expect to raise the existing grade. DO NOT show topography lines through the house itself. Provide elevations on the topo. Lines. One rockery has the top of wal elevation as a topo. line. - �icL� p «� � - re RANI ,3• Is the ground elevation around the house at 238'? yE�.�,�x C.4 g! What is the "circle in a box" symbol in the upper right quadrant of the site plan? Is this something pertinent to this house or is I extraneous information? -, orii/ d ('i)-'� ,», g kr " M / l -' fe/ .-G 74 4" S Please add the following to the erosion contra note #7: "Refer to the permit conditions," Q /oroye:t: /The Tuner on/junction for 2 X01 -035 � ITC APR 0 4 2001 Mar -27 —01 04 :32P TRYON CONSTRUCTION 8686663 P -03 There is an arrow pointing to a mysterious sanitary sewer stub -out. Can you clarify this location for me? - ?-exAsep 5m Ftt,,,a -r Where will the rockery footing drain pipe drain to? - nlo-rev .8'. Please check and clarify the sanitary sewer stubout location.- hez 4117 rre" RA"' ,. Please fix the storm drain stubout note and arrow, which seem to point to a topography line. Please clarify where the storm drainage pipe is going. - he E rev, ''rre t )d. is the access from Tract B or from S 150 St as stated in noted #1?- Te 0- ' Q /Projects /''he Junctior / }unction lot 2 D01 -035 AA'R 0 4 2001 ACTIVITY NUMBER: D01 -035 PROJECT NAME: THE JUNCTION LOT #2 SITE ADDRESS: 14915 57 AV S Original Plan Submittal X Response to Correction Letter tI 1 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route I I Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 11 Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved &IUII)III[ DOC Yrl PLAN REVIEW /ROUTING SLIP n Response to Incomplete Letter if Revision it- Fire Prevention Structural Incomplete ri Approved with Conditions C n n REVIEWER'S INITIALS: {' S PUBLIC a• SUITE NO: DATE: 4 -04 -01 DATE: After Permit Is Issued Planning Division Permit Coordinator No further Review Required C n DUE DATE: 4-5-2001 Not Applicable r Comments: C DUE DATE 5-3-2001 Not Approved (attach comments) ri DATE: 0 - DUE DATE Not Approved (attach comments) DATE: AIM ME 111111■• ACTIVITY NUMBER: D01 -035 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 2 SITE ADDRESS: 14915 57 AV S SUITE NO: XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Bulk Division Public Works Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Fire Prevention 14201 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions rl REVIEWER'S INITIALS: n 7 f :( Y - / 1)1 ;111/7/ // •C' CORRECTION DETERMINATION: Approved Ti Approved with Conditions REVIEWER'S INITIALS: 'ix0.t w 1! (x x' Response to Incomplete Letter # . Revision it After Permit Is Issued Planning Division 2 - i5 £r Permit Coordinator No further Review Required DUE DATE: 2 -15 -2001 Not Applicable El C DATE: DUE DATE 3- 15-2001 Not Approved (attach comments) I " I ATE: DUE DATE Not Approved (attach comments) DATE: Complete ACTIVITY NUMBER: D01 -035 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 2 SITE ADDRESS: 14915 57 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter I# Response to Correction Letter # Revision if After Permit Is Issued DEPARTMENTS: Building Division Public Works 1 111 l' C REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C n n Comments: Planning Division Permit Coordinator n n DUE DATE: 2- 15-2001 Not Applicable TUES /THURS ROUTING: Please Route rji Structural Review Required n No further Review Required ri DATE: /r D` APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with onditions REVIEWER'S INITIALS:_ CORRECTION DETERMINATION: Approved l l Approved with Conditions •pnnuu11.1XX NFl DUE DATE 3-15-2001 Not Approved (attac comm nts) DATE: DUE DATE Not Approved (attach comments) I J REVIEWER'S INITIALS: DATE: BUILDING PERMITS INSPECTIONS O 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy O 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection 00050 WSEC Residential 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection/Modular Stnuct ❑ 00071 Mobile Home Tie Down Insp t ❑ 00072 Marriage Lines ❑ 0090 Rested 3 ; . ! 0095 Footing Drains # ,0100 Foundation Footings • r 00200 Foundation Walls 00250 Foundation Insulation 0300 Concrete Slab/Slab Insulation 0350 Crawl Space (400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 00610 Chimney Installation /All Types 0700 Framing 0750 Roof /Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation 802 Exterior Roof Insulation 00803 Glazing Inspection O 00815 Lighting and Controls 0000 Suspended W Ceiling 01000 Interior crior Wt,llhoard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre-Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre- reroof 01400 Final -Fire 01700 Final - Building ❑ 01900 Final- Rerouf ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special - Iligh- Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: U `1G`t'i Q teN - Lb+ CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required. notify Bldg Div O 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & sales shall he on site 0016 Exposed insulation hacking material ❑ 0017 Subgradc preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof ;, ( 0019 All construction to he done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall he obtained through King Co 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 0024 Alt spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall he treated O 0026 All stntctutal masonry shall he special inspected \ d 0027 Validity of Permit 0028 Rack storage requires separate permit Of)03 Electrical permits obtained through I. & I (1(110 No occupancy of building until final insp by BWg Div 0032 Remove all weeds. concrete, stone foundations. flat concrete ❑ (103G Manufacturers installation instructions required on site ❑ "BitI maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact f W Div to obtain insp for water /sewer connect ❑ 0038 A C of () will be required for this permit 0039 Final approval for all 'fl w /in the limits of the SC Mall 00(14 All mechanical work shall be under separate permit 6 \i x. , 0040 All construction noise to he in compliance with 8.2 TMC Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available All structural concrete shall he special inspected S 0041 0 0005 0006 ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring -- All new construct and substantial improvement shall he anchored to prevent flotation" ❑ 0007 All structural welding shall he done by WABO certified inspector [] 0008 All high- strength bolting shall he special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of TMC 16.04 O 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Rcroof' Plan Reviewer: Permit Tech: 141 Date: Date: 3 -2"7--D PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -035 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 2 SITE ADDRESS: 14915 57 AV S SUITE NO: XX Original Plan Submittal Response to Correction Letter it DEPARTMENTS: Building Division Public Works Complete Approved Mail IN)l n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) CORRECTION DETERMINATION: Fire Prevention Structural Incomplete ri TUES /THURS ROUTING: Please Route l l Structural Review Required REVIEWER'S INITIALS: w i I / APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter Comments: Revision it After Permit Is Issued Planning Division Permit Coordinator Fl DUE DATE: 2- 15-2001 Not Applicable ri No further Review Required DATE: ? -0/ DUE DATE 3- 15-2001 Not Approved (attach comments) [1 REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions ri Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -035 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 2 SITE ADDRESS: 14915 57 AV S SUITE NO: DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -15 -2001 Complete ri Comments: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved UT.A(K1II [KK: Vro PLAN REVIEW /ROUTING SLIP XX Original Plan Submittal Response to Correction Letter # I I C Approved with Conditions Fire Prevention Structural Incomplete C Response to Incomplete Letter # Revision # —_ After Permit Is Issued Planning Division Permit Coordinator Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required ri REVIEWER'S INITIALS: DATE: 21/5/0l DUE DATE 3 -15 -2001 Approved with Conditions LI Not Approved (attach comments) DATE: Wet' REVIEWER'S INITIALS: Not Approved (attach comments) DATE: n ri DUE DATE I 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -035 DATE: 2 -13 -01 PROJECT NAME: THE JUNCTION - LOT 2 SITE ADDRESS: 14915 57 AV S SUITE NO: XX Original Plan Submittal Response to Incomplete Letter 't DEPARTMENTS: Building Division Public Works Complete Fl Response to Correction Letter it ammissassimmmanw n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S IN�AtS: V/ Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITI CORRECTION DETERMINATION: Approved t Approved with Conditions REVIEWER'S INITIALS: TilitoUf( (kN n Li Revision if After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 2-15-2001 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required II No further Review Required ri DATE: (-).1 - t '4 t - '` DUE DATE 3-15 -2001 Not Approved (attach comments) DATE: el . —e)? __ v / — 4 11•111111111111111111MW .Er DUE DATE Not Approved (attach prrrrnenTSI C n DATE: yw Permit No: D01 -035 Status: ISSUED Site Address: 14915 57 AV S Location: WATER METER A TOTAL WATER METER FEES: $260.00 PUBLIC WORKS ENGINEER APPROVAL: ljm WATER METER SUPPLEMENT DEVELOPMENT PERMIT Applied Date: 02/13/2001 Issued Date: 04/13/2001 WATER METER B WATER METER C Water Meter Type: PERM Water Meter Size: .75 .00 .00 Quantity: 1 Work Order No: 5304K Connection Fees: $60.00 $.00 $.00 Install Deposit: $150.00 $.00 $.00 Add'l Install Deposit: $.00 $.00 $.00 Plan Review Fee: $10.00 $.00 $.00 Inspection Fee: $15.00 $.00 $.00 Water Turn On Fee: $25.00 $.0C $.00 Special Assessment: $.00 $.00 $.00 Other Fee: .00 .00 $.00 LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License TRYONCL013DH Name TRYON CONCEPTS LLC Address PO BOX 146 Address City RENTON State WA Zip 98057 Phone Number 4252289750 Effective Date 3/8/99 Expiration Date 2/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity LIMITED LIABILITY COMPANY Specialty Code GENERAL Other Specialties UBI Number 601931182 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * ** * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUNIHER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form.asp ?License= TRYONCLO 13 DH Page 1 of I 3/22/01 rrent ontractor Registration Card: Yes E nter Contractor Information in Sierra: 0 Yes ru Side Elevation Rear Elevation P1i'vatinrn © cOrgrrr UNPUBLISHED WORK KAP PLEfl A880CIATEB ARCHRECTS Tryon C.nce .ts PLAN # 2367 LOT 2 BERGSTROM PLAT TUKWILA, WA Ilf''.l It IJIL , Bonus 14'10 °x13'0'° Hall Bdrm. #3 11'9'x10'1° Bdrm. #2 12'l0'x10'l" M. Bath T Tr‘npr P1 nnr P1 a n Thl Garage - -© COPrBgHF 1MHRLISNFD WORK KRAMER TES ARCHITECTS SQUARE FOOTAGE MAINZ FLOOR UPPER FLOOR TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 220 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. 40' -0' Patio lo'o °x10'o, Nook Hall Kitchen Int I Dining 13'6'x12'0' Living 13'6'x12' Entry Covered Porch 1205 SF 1162 SF Main Floor Plan DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS SDI. LATERAL DETAILS SD2. LATERAL DETAILS Si. LATERAL WALL SCHEDULE FILE COPY I understand that the Ran Check approvals are subject to errors and omissions and approval of plans does not authorize the violatiion of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By D� ( G'` Date `"«, 0 Permit No OS MA DE TO T ttfP REVISI ES SFIA N BE C No CK WITHOUT 0 T U KWILA BUILDING C I WILL REWIRE A NEW PIAN �.. I,._ ID cue INCLUDE ADDITIONAL PINT REVIEW FLLS, I SEPARATE PERMIT REQUIRED FOR: MECHANICAL r g ELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA nte.p D G DIIdISIO VI U O V O cri 0) rn V o .pu R i o Lcwg Q /- N W m RECEI _ CITY OF T TITLE JOB NO 00185.21 no no co no In 0- COVER SHEET Division GENERAL REaIREMENTS 01000 GE.RAL I. This coversFeet has been prepared in a generic outline form following the standards set by the Construction Standards Institute (CSI. it is for le convenience of the C »:;actor /Owner. This outline is intended to work with a material selection list following the (CSI) format Not MI tens are receasarily required to complete this specific project. Coordinate with Contractor/Owner for complete listing of specifications. Odin this coversheet it will state 'Coordinate with materials finish selection schedule'. 2. These chawirgs are copyrighted. KAPPLER ARCHITECTS P.S. retains all righds, ounesship and copyright of this design under the federal copyright act Reproductions or Nlustratl..m or working as wings in any torn is by authorization of KAPPLER ARCHITECTS P.S. only. 3. Authorized reproductions must bear the name of KAPPLER ARCHITECTS P5. d. Coniructio&worklg drawings by their very nature are diagrammatic and do not purport to show an details or conditions of constructions. Gumbo. generany arise to the architectural /design it. and to construction tednical detailing within these drawings. As clarifications, ...eau., and revisions are all part of the construction process. KAPPLER ARCHITECTS P.S., therefore shall rat be liable for any direct, indirect. or consequential damages as a result of not participating in the construction process. 5. Do not vary or modify the worn sMWn, except with written instruction (ran KAPPLER ARCHITECTS Report ...dales, and a n a 1. to the KAPPLER ARCHITECTS PS immediately 6. Due to the nature of construction and le building process there will be bidd22 design and Contractor/Omer selection of the bullcag products, components, and assemblies. tTis set of working drawings is coreidered a builder set• and does not Include specifications or building materials list. Therefore it is le Contractor/ Omner responsibility to provide and coordinate specir!Utlons, including product selootion and Installation or assembly. KAPPLER ARCHITECTS P.S. assumes no liability or respaaibilily fa discrepanmes or conflicts which occur through Cotraclort.ner specified materials and the respective installation KAPPLER ARCHITECTS PS assures no liability of resporeibility fa any Item Wools may be called out or referred to by...oturer as brand name. liens called at are dare so for convenience Only. 1. Do not scale these drawings for critical dimensions. Verify all dimensions and datum's be fore commencing work and be responsible for iheir accuracy end vaport discrepancies omission to the architect immediately The ContractorEener is resporuible for coordinating work with that of all Rad. to ensure proper and adequate Interface of all trade Works. The contractor shall be responsible for II required safety precautions and procedures required to do this mark 9 Except as specifically defined othenibe, interaeat on for all definite. abbreviations, and supplemental definitions shall follow accepted referenced standards. 10. All work within this contract shall mores. that of Industry standards for the respective trades in to location in which the project 's built. 01002 MISCELLANEOUS ASSEMBLY REQUIIEMEfJTS L Provide crawl space access, minimum 15' x 24• unobstructed access per UB.e. 23113. Insulate and weather-strip per energy requiremerts. Allow 15' minimum space under wood joists and 12' minNium space under wood girders. 2. Provide attic access, minimum 11' x 30' with 30' minimum Yeadoom at unobstructed readily accessible opening per UB.C. section 15051 Insulate and weather-strip per energy re 3. Provide ventilation Per UB.C. as : Al Crawl space ventilation. minimum tin fie net area sell be nor lass than I s1. per 150 sf. s order roar ea. Open.9s salt as paced as close le comers as s ec 319 end 51 provide tics ventilation on at least rot t t e sides per ar section 113115. Bl Attic venlil minm net area ea shall hall be be not less s tMn hen 1 I at. per 50 s.f. area i per 3 t imu or 1 s.f. per 300 s. of area If r OE soffit Is q f s( and IQ Is at (asst st 3' above the lM pate line per UU.C. . section .05.3 3 and energy y requirementt s. 4. Slope all decks, cacao, diveweya, and patios away from Wilding. Minimum I/4' per root 5. Garagenbuse occupancy separation: A) Occupancy separation from garage to house shall be of fire resistive construction, and be on the garage side. and extend from mud -sin to roof sheathing Tie ceiling joists, walls, posts and bare supporting structure above sell be covered with 5/0' type 'z' GM ueen a living area Is above the garage. Use 1 layers of I0' 5pe'x GII8 at trusses and TJ13 per U.B.C. 301.4 and table 1-6. Bl Doer between garage and Muse shall be tight fitting, self -closing sold wood door 132' nth. per U.B.C. section 302.401 6. Stair assembly: A/ Headroom 6' -8' nand , width 3'•0 min.n per UB.C. section 1006.5. B) Al private stairs tread 9' mindum, riser B' maxmun. All other stairs tread II' minimum ea 1' maximum per UB.C. Wet C/ Tap handrail shall be 34' minimum and 38' maximum above the stair section and not less than 1 IQ' or more than 3 1'1' from the wall and with return at each end per W.. section 1006.9 D) Install fire blocking at lop and bottom of .verger span and wall along stringer per) C. section 1007.1 E) Cover usable space under stair with 5E' type •x' GI. use 7 layers at ce111r9 area. All joints shall . taped and .sealed Provide (2) layers of 5/5• type 3' GEB at cell, are ads stairs. 1. Laadry Gates r Dutwailer 9efls - provide 5/8' type '. SSC or 2' gage core wti lock joins a ell opm ir9s to elan surfaces shall bra s¢If� <loskg word taro door 11/B'. B. Flreslopping - as per UB.C. 15. 9 5tnelural design criteria: These notes are provided for convenience only and do not imply that conplee structural analysis ..en done on this sievelike. Al Truss Loading Load Top chord live load. 15 psi Top chord dead load: R psi (20 psi, if tile) TOTAL chard II T ura bad: 5 os' TAL LOAD 41 psi B) Roof live load: 15 psi W Floor Inv¢ bed: 40 psi D) Slat and condor liver load: 100 psi EJ Mechanical units: weights provided by manufacturer F/ Wnd: 80 mph exposure IV, Rs.B assumed Gl Earthquake: Zone 3 H) 5IIwable hail pressure = less a roils repot b a q ualified 155 is providedless o , all foo155 and fdunda drawing_ sell bra on assumed 7,000 psi bearer, capacity unless roles on dring_ J) Equivalent fluid pressure 35 psi. i0. Prefabricated Fireplaces and Sad Fu5 Burning Appliances: Al Solid fu5 bw5ng appliances include airtight stoves, fireplace stoves. room heaters /fireplace stoves, facto, bull fireplaces, and (replace Inserts, and 811 sal copy with .provisions a Section 3041-3045. UMC. B) Metal Chimneys shall be enclosed above the stay in which the appliance served is located, in walls having one hour rife resistance rating, and with a space on all sides between ctim j and encloskg walls sufficient fa examination and repair for entire chimney Walls se11 be without openings pa WIC. 85.1 -55.4. 5/ Provide fnestoppirg at chime, per 11 .c. section 10571 5) 1nta11 metal f54pa<e with hearth and svrards per manufacturers specifications. El P5555516ated fireplaces, chrreys, and related components to bear UL. or IC50 s.-ai or approval and bS Installed per ...cheers requirements Ter hearth shall extend at least I6' in front of end B' to each side of the fireplace opening Winn the opening Is small than b ..f. If the opening Is b st.. or larger, The hearth .11 extend 30' In Rot 5nd 12' to each side, per UB.C. 3102.1. It. Memory Fireplaces: d) MSsorry fireplaces sal be designed and 88823ucted to comply with UBL. section 5197.1. Bl Chimey termination: 2 5 mint exend a minimum of T -0' above any point of the W 0 building within ' -0' • of the c Chimney to have reinforced sand - cement mater cap, sloped to shed water, a rasoe3 y, stone or concrete cap tuith sand cement paging to shed water. Parging to 1 min 3/4' thick Uwe mammy, stone a concrete cap Is used, cher, 'e to be reinforced with 92) R ben as bond beans as sham novice VT meth wean spark arrestor at flue termination type. C) Chimney D) Flashing flash and camte3bsh with min 16 ga. galvanized sheet metal or equivalent type 51 Anchorage - Anchorage shall be provided at all ceilings and floors more ten 5' -0' above grade, except when constructed entirely w thin to exterior wells of itn Welding, anchorage lobe (2) 3/16' x P steel straps cast at lees( IP into Re 855553 with an 180 degree bed with a b' extension aroud Ue vertical relnfacin• bars on tin rulerface of IM chimney each strap is To be seared to the structural train, of tin landing with (2) U' bolls per strap. There joists are parallel t.5 le cfiney straps are to be amlwed t.0 2x4 crossli52 5588510, at east 4 joists and secured with (2) Ibd nails each joist type 12. Fire Blocks and Draft Stops - as per UB.C. 100. 01002 MISCELLANEOUS ASSEMBLY REQUIREMENTS (cot) F) clearances: Provide I' clearance between masonry fireplace or ch., and corbustibia framing Wen on exterior wall (IQ' when wall finish is god/. Provide 2' clearance between mammy fireplace or 5NSney from comb stible ironing Maw entirely within to gilding structure Combustible material shall be m. 6' clear from fireplace opening. No such material within 2• of the opening se11 project more than lea for each I• or clearance 5om the opening. Provide mineral wood fl888885ptrg at all separations between fireplace and woodfram Wall header to be min 21' above fireplace opening for fireplace built flush with to wall, increase header height 6' for every 4• of memory projection into the room. 5) Smoke CMsber - Snake chamber to be con5ted of clay products, with minimum thickness a> follows: hack wall - 6', side walls - Br, front wail - W Deeper - Damps to be tight fitting, operable with a ready accessible manual or an approved automatic control. Damper fully opened shall have free area equal to or greater than the required minima flue size. Incoatislible lintel lypiWl. J) Hearth and Extension - hearth to be brick stone, concrete, or other approved non - combustible matatals, or re- inforced to carry Its own weird and all irposed loads. Ileanth must extend beyond fireplace as follows: Cipenirg 0 sq. ft..0 599 sq rt. I6' in front. 8' each side. Cpm 6 sq. ft. or larger. 20' In front, 11 e8. side. Conc. hearth and extensions to bra reinforced with •4 bars • 6' oc. each way Re -cut stone or pre -cast concrete Marlh and extensions to 14 supported 3.3'x325' angel + 24' oc. Provide anchorage to floor framing els noted 8 above grade. Hearth to be distinguistable from adjacent flooring material. YJ Firebox L) 5885 with ion - Air provides an outside source for combustion air, 6 M min duct size, operable damper, Quiet to be located Inside the firebox In 2 the fiat portion. M) Fourdatied Foundation mails min 8' thick 2. Footing to be min IT thick and extend 6' beyond Replace walls, re- info/rced with 2 4 bars at 6' 04 each may, end beaming on fin, udlsturbable Soil. 1 Splice footing ban to vertical chimney re- aroma. per chapters 8 and 31, U.B.C. 01060 REGULATORY REQUIREMENTS L All construction shall conform to the 1991 Uniform Build", Code (UB.W end be in accordance with MI Slate Laws and Regulation and various codes wpoeed by jurieictional reg1iremenls and local authorities. 1. Arrange inspectlom that are mandatory due to jurrmacllOMl requirements. vrl rvr >h. • x • am Me sairiA 1 Provide Temporary Facilities - including 81ectr'c't5 water, temporary bile, per jurisdictional requirements. 2. Provide Contemporay Controls including eroslon sediment and surface water control and entrapment awing construction per jurisdictional recuiremets. END DMSION I Division Z SITE LLGPoC 0110 EARTSWRK Pat 3- Execution L Rough grading: 4' be. finish grading Mess otherwise specified 2. Finish gnash,: La2scapi g division 01900. 3. Excavation, backfilling, and compacting for structures as needed. 4. Excavator, bad.Nl8g, and compacting for pavement as needed. 5. Hauling and disposal of excavated 5ateral as needed. 6. 155251ng of nalmial as needed 1. Rock removal as needed 01500 PAVING AND SJRFACING Part 2 - Product L Walk road, and parking paving: A Asphalt 2', class B, over 3' crushed rock or 1' ATB. B. Gushed rock 5B' C. Concrete per Division 3: L Fhish and color: Coordinate with materials finish selection schedule. 2. .111 Pevere: L Coordinate with materials finish selection 3 . Coach: nee Pavement mark.g: 2 Coane w3hmaeda. ish fin selection ...Ie. 01100 SEWAGE AND DRAINAGE Part 1- Roder( L 5/bdr528ge ,stems: A Fand3lian ...age 4' ADS perforated pipe non - rigid. 2. Storm sewage system: A Exterior catches., grates and frames: L Coordinate with materials fish selection schedule. B. Culverts. I. Coordinate with materials finish selection sdecue.. C. Drain pipe: 4' ADS non - perforated tight tine. :. 3. Sanitary sewage systems: A Sewage collection Imes err PVC anlesa cast iron is noted. B. Septic System: Per drawings of bidder designer. Part 3 -beat. L system: 8. 58 e 1 A Slop to drain and surround in well draining material per details. 02800 SITE IMPROVEMEMS Part 2 - Product L 188i9ator system: 884422 design L CoOrdlnate with malaria. nmNh selection schedule. 2. Fences and gales: I. Coordinate with materials finish selection schedule. 01900 LAND.APR. Part 1 - Product Bidder Design END DINS. 2 Division 3 CONCRETE 0300 CQNCRETE FOR'UIOfX. Part 3 - Execution L Formwork and bracing for structural cast -nn place concrete sahil be by subcontractor and meet the requirements of the drawings and 1.esty 2tardards. 2. All forme. shell be placed In such a tamer es to allots cast -sr place concrete to be placed an solid ,I5512te and to (lbw structural support members to sit 5555 the frost Ile. 03100 CONCRETE REI>EC C.1 G Part 1 - Product I. Reitac59 steel: Defamed bar 2523 and location per plan and details. Grade 40, ry 40ks1. 1. Wblded wire fabric: at location per plan and deal.: 636, 524224558. Part 3 - Execution 1..: 582820 lap fa.Ell ban sell be 3 -85'. 30 diameters, 2Hchever is larger. Rowse caner bars to match horizontal reinforcement. Mew coverage per deal. and UBC Chapter 19 Part 1 • Product L Anchor bolts: Wee 10` unless o4mwlse noted on drawings. 1. Expansion and contraction joints: VT asphalt impregnated fell as located per drawings and details. 3. Washers: 7,03386' sq. steel plate washers. Part 3 - Execution L Anchor boll at 6 fax aC, IT from caner and joints, max embeds. min t.',1 bolts pm piece of wood. 03300 CAST -N -PLACE CONCRETE Part 1 - Product L Structural concrete: 5 sack mile Fc' = 2000 psi at 28 days. 2. Architectural concrete for exposed aggregate finish. (caries), 5 sack mix Fe . 1000 psi at 28 days, with 3B' rand aggregate. 3. Admkrtures: A All concrete tall have water 5 admixtures except for footings. B. Air etertainmenl shall. 5-8% in 211 all concrete oncrete epos. to weather. C. 8015529 agent: L Coordinate with materials flnlah selection schedule. Part 3 - Execution Division 4 MASONRY Part 2 • Product I. Tyue'5' skald' with integral 582853ol irg (gat. Peel 3 - Exection 0450 MASONRY ACCESSORIES Part 1 - Product L Anchor., and Ties: I' wide 22 gage corrugates; steel strip, non - corrosive. Z. JOit reinfa<eme standard nt: staard ladder tyM 9 guage wire 1-1/2 less than well thickness. Part 3 - Exealion I. Per UBC Chapter 21 04200 WIT MASCNgf Part 1 - Product L Brick mason,: A Exterior loath.: namemfg: L Coordinate with materials finish selection aciedu:e. B. Interior location: nameefg: L Coordinate with mater.. finish selection schedule. C. Pavers/panlera: nememfe: L Coordinate with materials finish selection schedule. 2. Concrete masonry units: grade N -1 CHU, unless wMW. indicated sties per drawings. A Special units: I. Coordinate with malerlals finish selection sdtsdule. 3. Gass rosary units: (glass block/ A Exts'a 15311ons: name/mfg: I. Coord.te with materials finish selection schedule. B. Interior location: n512858 : L Coordinate with materials finish selection schedule Part 3 Exertion t Brick and veneer: A Brick veneer shall be supported on fooling, fouhaauon, or 32125.non- corbusl1ble supports. It shall have.' felt bang and ties at I per each 2 .J. of veneer. Provide arm air space between veneer, and backing, and approved flashing at 5252 of veneer, and 3/8' rood weepholes at 32' oc at LM base of veneer extending from le air space to the exterior. veneer shall support no load other than its awn weight and the vertical clad Iced of veneer above. B. Per UBC Chapter 21 2. Concrete masary unit (CMU) A Gamete masorcy umll walls shall be combated to conform to AVM C30. It .11 be laid up, reinforced, and 8s3232d as shown on datlgs. 04400 STONE Part 1 - Product L As shown an drawings. A Exterior loath. remee,: L Coordinate with materials Mish seacticn schedule. B. Interior 10581.5: name/mfg: I. Coordinate With materials finish selector sceale Park 3 Execution L Store vines: 4 Sae Erik veneer. END DIVISION 4 DIVISION 5 METALS 05050 METAL FA58552525 Part T • Product L Bolts: Ilse sizes and shapes per dugs, or 'as needed for Intended puposes. '. 05600 METAL FABRICATION Part 7 - Product 1 Handrails and guardrails: Ro8d2 in sizes and location as 2Mun per dug. END DIVISION 5 Division b ILOJD 0.10 PLASTICS 06100 ROUGH CARPENTRY Part T • Prodnct L Reining Limber: Framing Limber shall be maned in conformance with to IUCLB. standard 9828 r ube fa west coast lumber no. K, 541221 edit1on All Kih died anhmn 89. A 29 Be and raters: (2x6 and lag r /Dou r il better. B. Beata and 251.,282: (4x and lager/Doug-Fir • or beta. C. Post and timbers: Doug-Fir •I. D. Stuca, and :ar light actu Hem-Fir/Do, standard. E. lore and d micetaoa P ms: Par manufacturer. Glue laminated timber: 1 51555 span: 24F V4 DFM31W 2. Continuo. or cantilever: 14F Ve3 DF/DF G. All other kmber: Hem -Fir 9andard or better. H 519808decrie 55d stand board (0561 ARA graded 1 Wall sheathing: see 'TYPICAL BUILDING MATERIALS' list on 122103185455 J. Fb0r sh 21589: see 'TYPICAL BUIDNG MATERIALS LIST'on Used,. K Other: As noted on draw29s. 2. Particle Board: APA. graded A teerleynent L Floors 5B' MOM 2. Sea vinyl: I/4' (U.OhU see division 9 3: Goblet wises 3 /4'(UOtO 3. Trusses: A Prefabricated ccmector plate wood roof asses .11 be designed and stamped by the mamrfactlrer In accordance with The . .Psign epeclficatlon for metal pate connected mood tosses. Deegn ctawl,s end details to bra available upon request. B. See Roof Freeing Notes' on dr8w1695 C. Roof design, layout. loading, and bracing 5e11 be by manufacturer. D. Field alteration of thus must be designed by manufacturer. 4. Foshan* and adhesives: All nails sha11 be cocas wire of sizes for Intended purpose Per UBC table 23- 11- 13- IA/tach timber joist to flush headers and beams with Simpson 51 hangers sees or *opal metal to suit Intended ptrpose. 55p5on hardware at ota boatels as cull mad per drawings. Bolt heeds, nuts, and cut washers per Division 5. 5. Post to mat footings connection Provide pressure treated post and positive connection to fodlir9 per I25C. Part 3 - Execution l TM following will apply unless shown on drawings. All wood framing details shall be ! cane.. to the minimum standards in to 305. All framing .11 conform to the 855885523. , of Chapter 13 or the LOC. Minima tilling shall conform to table 23 -1 -0 of the UBC. Height and spacing of dude call conform to table 23-1-3-3 of tin (EC. 06100 FNISH CARFENTRt' P 2 - Fod I. caart bmmets: uct A Coordinate with aterfa Is finish selection schedule. 2. Mildnork and cask,: A Coordinate mills malerials finish selection schedule. 3. Penelk,: A Ccadings with materials finish selection schedule 4. Stair and handrail by: A Co... with materla. Mesh select. schedule. B. See division 010026 mist. assemby requirements. 5. Bookcases and built -in shelves: A Coo... with materials finish select. schedule. D. Plastic ..ate and solid surface material: A Coordinate with mate.. finish selection schedule END DIVISION Division THERMAL AND MOISTURE PROTECT. 01�M1PRO.NG Part 2 - Product 1 Sprayed -on aspSS emulsion. Part 3 • Execulla 1 One !I coat per WC 1402A Appendix 023 0180 vAPOR AND AIR RETARDER Part 2 - Product L Ground cover: 6 mil polyethylene black 1. Building Crap: see to TYPICAL 058.0 G MATERIAL5 lie on the chewing, Part 3 - Execution L See DN n, energy requirements. 01200 8295450 Part 2 - Product L Fiberglass or mineral wood 521.5 bloom enteral wool and extruded polystyrene: A Wal.: L See to TYPICAL Bal...G MATERIALS' list on. dogs. B. Ceiling: L See to 117105L MELDING MATERIALS' Ka on the cogs. C. Floor: L See the TYPICAL 6821LDRG MATERIALS' Wsl on to dwgs. D. Fo'ndatbn Per.eter R -I0. 2 1.152, foam A 5andard scoot loan Part 3- Exam.. L See division n: energy requirements 01300 ROCFNG MATERIAL. Part - Product L Shingles and roofing ties: 0. Sae nth¢ TTRCAL BUILDNG MATERIALS' I.l on the drawings 2, 3255ane roofing: A 3-ply Ml mopped. Part 3 - Execution L install bar marufactrer, recommendation and CMpter 5 of fie UBC. 07460 SIDNG MIAIERA2, 17'3' oduct 14: rim: 1* See A 5¢s the 'T 1542, IL MAMMALS' list on 1 2. T crewing, rim the h 'TYP C AL WILD ING MAT ' RIALS' Ilsi 52 e. 111 3. Sofn.: 0. See to 'TYPICAL WILDING MATERIALS' on IM chamir,s. 4. Other: A See IM 'TYPICAL BUILDING 341531AL5' list on to drawings. Part 3 - Execion L Install peer nor u efaclurer's recommendation and Clap. 8 of the um. Q (.00 FL45HNG AND SKEET MAL Pat 2 - Product I. Gauge gaHanzed, pr.nished. Part 3 - Execution I. Install per Chapter 14 and 8 of the 58C. 01100 ROOFING SPECIALTIES Part 1 -Prodcct L Vats A Ridge vet: manufactured by: L Coordinate with materials finish selection schxMde B. M Rrow vent: mawfactured by: L Qoadirole with materials flash selection schedule. 1. 'Gutters: A Cont... alum prrcorated: L 5ylc K 52031* 2. Cola: Maich fascia 3 A 2 octangular aluminum precoaled: L Color: Match fascia N trim B. Tie to 1 drain system 01800 SKYLIGHTS Part 1 - Products L Skylights to conform with UBC Section 2409 1. Manufacturer: A Coordinate with materials Mesh selection edneule. 01900 SEALANTS AND 5Al1L Pan 2 - Products 1 Caulking A Styrene buadene caking (SERI) L Cola: Match siding END DIVISION l Dtvaion B DOORS AND WINDOWS 08 200 UYJ fJWREi (Lower Level M8. Level Upper Level/ Part 1 - Products L Panel wood doors: A Coord.te with materials finish selections edule. , Flush wood doors: A Coordinate with mate.. tint. selection eecule. 3. Stile and ralNstore door( Coordinate w.terlels finish selection schedule. 4. Patio door: A Coordinate with materials finish selection scMdule Other: A Coordinate with materials finish selection schedule. 08300 SPECIALTY DOORS Part 1 - Products: L Slld4g glass door: A Coordwle with materials MUM selection schedule. 2. Garage door: eake/stylel (see division 114501 Coordinate with materials finish select. srle M e. 08600 UIOODMNYL UNNDCLLB. Part 2 - Products L Noire. Egress • A Eve, *leaping roan .11 have at least one operable wham with a net clear opening of 5.1 mf, The opening height .11.14' min., Width of 10' minima, with a rink.. all Might not lone ten 44' above the floor, pa USO. sector 30. B. Safety glaze per UBC Chapter 14, C. See plans for egress and op2atlon 7 Manufactured ley: A Color: L Coordinate with materiels finish select . schedule. B. Style: I. coordinate with materials finish selection sdudule. 05100 HARDWARE Part 1 - Products I. Type: A Coordinate with materials finish selection schedule. 2. Weather stripping: A Coordnate with materials finish selection scsedile. 3. Mesholds: A Coordinate with materials finish selection schedule. 08800 GLAZING Part 2 - Products L Glaser thickness to be determined by size and wind loading per UBC Table Chaplin 24. 1. safety glaze per U. chapter 14. 3. Mirrors to be silvered 1/4' float plate glass. END DIVISION Divtsia 9 FINISHES 09250 GYPJJM WALLBOARD Part 2 - Product 1 Walls: sure the TYPICAL BUILDING MATERIALS' list on to drawings. A Finish I. Coordinate with Contractor/Outlet material selections. 2. Ceiling. See to 'TYPICAL BUILDING MATERIALS' list on to drawings. A Finish L Coordinate with materials finish selection schedule. 3. Code required areas: A Type 'X &LLB as required L the division 01001 mtac assembly requiramas. B. Waterproof GIB as regal at u'el or damp locations perUB.Csec7512 4. a'onderboard or duroc at all the locations NON:) 5. rieal corner bead profile: Coadxale with materials Mbh selection schedule. Part 3 - Execution Apply as required in LLB,. Chapter 25 and Table 25G and 25)) Nail or screw in place per tables. 8,9300 TILE Part 1 - Product L Ceramic, quarry and marble tiles: A Coordinate with materials finish relocation schedule. Part 3 - Execution L Refer to manufacturer's feoomin cations. 0955 UIOOD FLOOR Part 2 - Products 1 Type: A Coordinate with malmials finish selection schedule. Part 1 R'ESILIFM LOORNG Pail 1 -Products t Type: A. Coordinate with maler'ab finish selection scMdule 09680 CARIEF Pert 1 - Products l Carp. and Pad: A. Coordinate with materials finish selection schedule 09900 PANG Part. 7 - Radsls L P icing prepared surface per manufacturer, recommendations A. Coordinate with material. finish selection schedule. 09%0 5452, 5 vERMGS Part 1 - Products I. Type: A Coordinate with Contractor /Omer material selections. END DMSION Division 10 SPECIALTIES 10200 LQUVERS AND VENTS Part 2 - Products I. Hardware cloth screen 1/4' x 1/4' on soffit yenta as detailed 2. Cotmuws 2' performed metal soffit vent as detailed. 3. Roof vent (See Diva. 011001 4. Other vets as noted per plan. 10300 PREFABRICATED FIREPLACES Part 2 - Produce I. LocatiomNbdel /A..6er. A Coordinate with material. finish selection schedule. Part 3 - Execution 1 See division 010018 for mica. assembly requirements for flreplaces. 2. see division 11 energy require .. ka8,2 1D5NtiFTING DEVICES Part 2 - Produces L Buidiny numbers: A Coordinate with materla. finish selection schedule. Part 3 - Execution L Install In location par jurisdictional requirement, 10500 TOILET AND BATH ACCESSORIES Part 1 - Products L Toilet and bath accessores: A Coordinate with eateries finish selection schedule. CLOSET TIES 10500 WARDROBE AND LOSE SPECIALTIES Pert 1 - Products 1 Storage Cloeet: A Coordinate with malera. finish selection schedule. 7. Clothes Closets: A Coordinate with materials finial selection schedule. 3. Panty. END DIVISION 10 Division II EQUIPMENT 11010 MAINTENANCE 52U1PMENT Part 7 - Product, I. Vacuum cleaning system: A Coordinate with materiels finish selection schedule 3450 RE5IDENTIAL EQIMMENT Part 2 - Roducl: l Garage door opener(s). A coordinate with materials flnlsh select. whedul5 1. Iranag board cab8nel (a draws). A Coordinate with materials alsh selection schedule. 3. Free - sanding appliances: Coadiete with materials finish selection schedule. END DIVISION II Division G FURNISHINGS br g U �Ol'1TREATMENf Part 1 - Product t Wlndw trea.hmt: A Coordinate wnh materials finish selection schedule. END DIVISION G Division B SPECIAL CONSTRUCTION 13150 POOLS Part 2 - Producer L Bidder design 1386 NOT TUB Part 2 • Products L By: A Coordinate with materials finish selection schedule. END DIVISION 13 Division 14 .NVEYNG SYSTEMS 5100 DIt1BU41TER Part 1 - Pr.Ucl L Debaailer: A Manfaelurenan.el rrrnbm:, L '.:Coordinate with malaria. M.h elect. ecedub. END DIVISION 14 Division 15 MECHANICAL 15000 GENERAL Part l - General I. Mechanical system to be bidder design. 1. Regulatory raped., A Refer to Division !General Requirements. 3. Contractor work out plumbing and 14vAC diagram layout. A Coordinate with other trades. 15400 PLUMBING Part 2 - Product L Pipes and Fittings: Aleste 2 soil: ABS plastic of sizes red d for the intended purpose. L Provide cast iron with corroession neoprene Jonts per locations shown on the 8582. gs. 2. Provide clean -outs at.nds. B. Vents: A. C. Gas: Per code, verify 1081183 of 8pp1180ce8. 1 Provide an approved eart5ake shutoff eh. installed in the Wilding reply line immediately after lM gas meter. le valve shall .located outside of the structure and . accessible. D. Wsler Lire: I. Be low Grade: I/4' typo K wth4ard weer 1. Above Grade: Tye L w /soft solds 2. PNbt8g equipment: A Hot water rater: (Duals in tandem) L Coordinate with mums material selection B. Hose bib, frost proof type: Mansfield inns C. Mein Rd -off valve in garage. D. Peening fixtures L Coordinate with eras material selection 3. Irrigation: (bidder design. A ROV1de 'T' connection to main 2Ae In garage b j main shit valve with separate en-off and drain valve. 4. Automatic Sprinkler System: (bidder design) Part 3 - Exeouton L 7M iroalbr',': 4esec tin suslmn to appro j' ntlaa rT en and furcllon in a maser caosixst witi .vestry *landarda. Refs to ge n5rel r equiremen/s. ts 850014VAC Part 2 - Product L Forced Air: A Furnace system: l Coordinate with materials finish selection schedule. B. Duct work and insulation: L Coordinate with materials finish selection schedule. C. Air cleaner: L Coordinate with materials finish selection ached le. D. Controls: L Coordinate with materiels finish selection schedule E. Register. with adjustable ripply: Coordiate with material finish selection schedule. 2. Fans: see division n energy requ0aments. 3 vets. I. Coordinate with materials Mlsh selection scedule. 4 Exhaust Ducts: A Terminate outside ail., and equip with baddraft dampers per RIC section 504.1 Part 3 - Exec/ten 1 TMTn>a ller to design the system to appropriate j1risdic 38) 3 982) anent end faction in a mercer co ntent with kdusiry standards. Rats to gerenal requlrrmeMS. END DIVISION.. Division W ELECTRICAL Part 1 - General I. Electrical systems to be bidder designed. 2. Regulatory requlrement5: refer to Division I - General Require... 3. Contractor to provide electrical diagraming ayouls, design circuity: folios lighting plan if provided A Coadirate with other trades. 16100 POLLER Pail 7 - Product L Wire and Boxes. A volt: 11 6A (3) Ere L GFI • Damp Locations B. Low voltage: standard type 1. Pane.: Circuit breaker box fully la.. A Capacity: Bidder Design B. ciraltry: Bidder Design 3. Grounding: A Provide (U 2 1/1• schedule e0 PVC cancer( at concrete stem wall for electrical service and (U 5B' dameter x 8'0' long galv5MZed rod fa ebctrical goundIng. 4. m Defectors: A Provide and install per 118.0. section 31033 5. Fire earn: A Provide and Install per UB.C. chapter 310.10 and as required by govern., fire Vr E 'XL Pert 3 - Exaautton 1 The Installer to design the system to appropriate jurisdictional requirements and function In a manner consistent with the Industry standards. Refer to general requirements end UB.C. W200 COM'M1aNIATI0N5 Pert 1 - Products l Intrusion 8548* and **aril 80201)On tee*: A Coordinate with mate ial finish se t. schedule. 2. Phone system: A Coordinate with materials finish selector schedule. 3. Itercannlcat)On systems: A Coordinate with materials finish elect. schedule. 4: Stereo system A. Coordinate with materials MIST selection schedule. 16508 LIGHTIrra Part 2 - Products Fixb rem: I. Coordinate with materials finish selection eche.le. 1. Control: A Switces:l Coordinate with materials finish selection schaule. 3. Dimmers: L Coordinate with materials Mesh select...dub. 4. Boxes: l Coordinate with materials finish selection schedule 5. Other: L Coordinate with materials fltsh seecllon schedule Part 3 - Ex... I, re in181br to desl9h lM system to appfopriae jur0 5 232) mints and function In a Hamer eanleteM with lM ledu*Uy sancards. Rarer lo. gerer raquir END DIVI51.1 Dlvielon n ENER3Y REQUIREMENTS Il494428TON STATE Et0RG1 CQDE: General Nolen: L Electric water heaterfsl shell have per (55043A eeparale power or gas shutoff. fiencospressWb R10 pad (undated .paces any) 1. NACEA label on talc 3. Temperature setting (less than or . to) CO degree F. 4. Shovel and lavatories shell Ilnil flow, to (Ida then or .1015 9pm (5 504 BD A Ceiling Insulation I. Bal. to maintain I' air space above insulation 2. 5.1. to extend b' above ball Muat., 3. Barn. to extend G above boss fill insulation B. Wall insulation Face stapled belts Friction fit unlaced belie 5. Poly vapor retarder or 6. PVA paint :s9 dry cup perm rating of I max. 1. Concealed insulat. cell be placed: Behind eho2ernub B 15.. partition studs /caner B. Floor 'meat. A One cry cup rated vapor loaner on the warm 12)22. B. Moisture c3rarol 1.1ation 1 Attie and crawl apace access. panels to be Insulated and weather •stripped 9 Ragweed lighting 1)510 a to comply with section 502.4.4 10. Skyaall Insulation Is entailed and equivalent to the required wall R- values ere sown tables 6.1 or 62 IL Vapor retarders shall be installed per (50116) G. Six (6/m41 black poyelhylae proud cover, salt be lapped 12' at points and extend the aawl space to foundation well A All exterior doors (except 20 minds dare) shall 2 weather stripped per (5501.4.4) 13. Sem. el and cold weer piping In urEondllloned apogee 0Ml1 be Imi54led to R•3 (550311/ 14. Heeling.cte in uncadlUasd *paces shall be Insulated to a min or 12•8 155031071 WASHNGTCN STATE AIR QUALITY ACT: A General Notes: B Ballard air leakage (5502.43) caulking Is complete win Installed a the following locations: L Between sole plate/eubfbor 2. 555geplubing /duct register penetration 3. Rn Joists/ mud sir. (heeled lawn floor) 4. Partitions stud pero5albn CA O z 0 z JOB NO. TITLE SHEET Al .wc ohn .5 FP-5 (FP -14 J -, II 2. r I 4' 0 ' 5' -0' ra - ' -1 0 MD space 1 6'. 6• y o IT c• II .4/1 Z L - -- / _ T I � -15 I - l-'_ / - _ _ +•- --- C I '7 �- -- [ I �g l l 11,( s 2,s -: I FP -1 .o � FP -5 FP - 22 - 1 x J - Porch CONC. I g.,...741-.---7..1 - I rF I I IMO _ °- 4I� - .e S' _ - I -- 4 '.eft t-,t1 CD I 1 I L 1 ] 13'40 .11215MOMMEA WW1 2/15 L . E p_ ■ f ■ , p $' 4' -0' �- - -� —� - Th . E I � FI -- TYP. I lll���� I 5' -2' ' M — i' - - - L _ � 4 2 9 4 -� 4 2' 6_1 1 .012 " 2 ,OZ \ I � � ( FP-I I ( FP -1 1 (FP II 1 - _...,.. 1 /� 1 2' 0 \ °� : -4/ . 4-2 4 2 / 4 2 4%2' / 4 ( I.j ! ®a ( FPI Garage fill (FP -3 ) !I 2' I' Icavv m / I ' , L / \ i FOUNDATION { r i , I FP -111 I I I Porch i I CONC. I i( FP -2) PER I /A2 I I1 DI ( FP -101 L_.r ®.I i I .... IMO L __ ___v..._....__ SITE DETER'IINED ` �� J 0 --- __.__ `< T-- I _ FP2 APPROX -GRADE III -II. -III -I III -III -1II I�III� PORCH 3/4 " =1' -0" NOTE: ALL WOOD IN CONTACT ■/ CONCRETE TO BE PRESSURE TREATED OR EQUAL. SLOPE 1/4" IN 12" VARIES EXTERIOR WALL FLOOR FRAMING FS PLAN STJB STEEL 12" INTO SLAB ® 32" oc BEAM PER PLAN POST PER PLAN REINFORCEMENT (RE -BAR) PER PLAN COMPACT FILL FROM FTC. TO TOP OF PORCH FDN. WALL F CRAWL SPACE VENTS I. CRAWL SPACE AREA 1204 5F 2. CRAWL SPACE AREA / 150 = 0ID3 SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14'x8',15 (15% EFFICIENCY) = 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 = 1304 VENTS REQUIRED. 5. NI VENTS 514OLLN (SEE PLAN FOR LOCATION) G. 131 VENTS x AS = ffi2 SF OF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I/4• MAX. 8. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502.1.41 FP -2 UMW 20' -0' FP- 1 FP -5 40' - 0' 40' 0' 6' -4' 20'•0' 13'-4' FOUNDATION /MAIN FLOOR FRAM PLAN 6c&.V4'•I' -p• 4 YY ALL FLOOR JOIST ARE: 2x10 AT 16'Oc SEE DIV. 06 OR FP -I8 ALL FLOOR JOIST ARE: II -1/8' TJI PRO 150's AT 19.2' cc VERIFY W/ 51-10P DUGS. SEE DIV. 06100 START FRAMING HERE I GENERAL FRAMING NOTES CONCRETE STEM WALL 8' WIPE WITH MIN. I5'x1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A I FP -2 l C ON C RETE STEM WALL 6' WIDE WITH MIN. 12'x6' J F OOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROUELED FINISH, W/ 6x6 WI.4,41.4 WLF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SWEET A -I 6x6 POST ON C1566. I' ABOVE SLAB ON 36'x36'(8' MAT FOOTING ON SOLID SUBSTRATE W /l4) •4 BAR EACH WAY. SEE DIV. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. I SHEET A -I ALL CRIPPLE WALLS ARE 2E6 OR 3x4 m I6' o.c. U.N.O. I4' MIN STUD LENGTH PER UBC SEE DIV. 6 SHEET A -I 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2E4) ON 60° FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST A BEAM SPLICE U POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/DI. SEE DIV 6 SHEET A -I 6 MIL BLACK POLYETHYLENE AROUND COVER ON GRADE. SEE DIV.1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED FP -12 J i WEA NER SEE DIv. 010022 SHEET AA-II2 �P -i3 F'RE55URE BLOCKING OF SAME SIZE AS ADJACENT JUIST. FP-1 FP -3 ) FP -4 (FP -5) FP -6 FP -1 FP -• FP -N FP -10) FP -11 ) (FP -14) FP -15 FP -16 FP -11 FP -18 ( FP -1S ) (FP -20) FP. 21 FP -22 ( FP -23) FP-24) I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE DIV 5100 SHEET A -I - TRUSS LOADING SEE Div. 010001.4 SHEET A -I TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' N.E. UN.O. S. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL (x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S, ALL HEADERS ARE 4x10 DF 2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4 %0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' U.N.O. SEE Div. 06100 SHEET A -I FOUNDATION KEYNOTES I 24'524'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12'X1' STRIP FOOTING PER DETAIL 16.1 30'2,30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 15'X1' STRIP FOOTING PER DETAIL 16/DI. 36'2,36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY STUB STEEL IT INTO SLAB s 12'oc FLOOR JOIST SEE DIV. 6 SHEET A -I 408 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SWEET A -1 PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS. EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN .e POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER 4 HOLD DOWN WITH SIZE DESIGNATION P s VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON'FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE I " I WALL BELOW NOTE! UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. Cli U 0 U O vrw O c0 E LLI s � � r A+ CA. R VED CITY OF�UKWI C C ED Di CO Lf ) ED N X LL 3F N LfJ d d am " TITLE JOB NO.: 005521 SHEET A2 EN, GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 2367 SF 340.02 SF 14.4 5 SF_ IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VT05 H WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MIN., ,, THERMOSTAT a 50' ABOVE FLOOR I10v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER OM 1516 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER NEATER C. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 6085 a UMC SEC. 303.4 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. MAIN FLOOR PLAN Se V4 ".I' -O' 1 I GENERAL PLAN NOTES P-1 LP P -3 I P -4 P - 5 P -6 P -T { P -8 P -9 P -I0 l P -II P -12 P- I3 �P -14� P -15 P -16) P -I1 P -18, P -19 (P -20 P -21 P -22 P -23 P -24 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE DIV. Ii SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. B SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP ,- OST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AD TJI FLOOR JOIST. SEE DIV. 0002.5 SHEET A -I 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. 70 BE TIGHT FITTING SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A. HEADROOM MIN. 6'0', WIDTH MIN. 3' -0'. B. TREADS I0' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX S8' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 11/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALLIS, E. COVER USABLE SPACE UNDER STAIR W/ 50' TYPE 'X' G.W.B. (2) LAYERS O CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 0002.6 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 30.4 SEE DIV 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IB' MIN, ABOVE TOP OF SLAB. 5EE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON- ABSORBENT MATERIAL TO 70' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8 MAX. RISER WITH I0' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I IS x24' CRAWL SPACE ACCESS. INSULATE AND WEATHERSTRIP. SEE DIV. 0002.2 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002:8 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV.' 01002.5 SWEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DI, 010028 AND 9 SWEET A -I D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 5' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO51NG5. 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 225 STUDS W/ R -IT INSULATION MI , . SQUARE FOOTAGE MAIN FLOOR 1205 SF UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 220 SF SQUARE FOOTAGE 15 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS, OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. V1 U 0 O cC Co _d • X C (I) CIU O 6 • • 1 45:IC co , A` m C CIL Q. TRLE JOB NO ESN.21 UPPER FLOOR /LOWER ROOF FRAMING PLAN Sca4 V4'.I: -r 6 GENERAL FRAMING NOTES f L FRAMING PLAN KEYNOTES BACK FRAMING AND SOFFIT AREA A5 REQUIRED TO ALLOW FOR 1-IVAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. I F _ 3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL l ) ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL F -I ) F -2 F -4 UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F 6 TOP OF SEAM IS FLUSH WITH BOTTOM OF 1 J JO15T WITH NO TOPPLATE. CUi ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DI, 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv. 06100 51-IEET 4 -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING c 24' OC. PROVIDE 2,05 STRONGBACK PURLINS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. F -5 ( F -1 F F -9 ) F -10 F -II F -12 F -13 F -14 ) F - 15 tl� POINT LOAD TRANSFERING DOWN W/ LOADING HANGER ,_ 1, POINT LOAD TRANSFERED BY KICKER Q q v ? . HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP. WITH SIZE DESIGNATION Q TO BE USED ON FLOOR BELOW STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAMCALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE J I WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN 15 FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -I - TRUSS LOADING SEE Div. 0100014 SHEET A -1 - TRU55 SPAN PER FLOCK PLANS - TRU. TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' c.c. UN.O. h. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. E. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 OF .2 410. PROVIDE Ill TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OvER SEE Div. 06100 SHEET A -I SYMBOLS & LEGEND 244 CEILING JOISTS c 24' OC POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING E . POINT LOAD TRANSFERING DOWN SHEET A4 IF -4 14 -8 / 8' -5 112' b'-10 L2 / 1040 _ 1 _ ,....,___ _ Loft/ Opt. Bonus/ Opt. Bdrm #4 CARPET 10' -9' 3' -6'. ' -I' Bdrm #3 CARPET (P_s 1' -31R' 3' -b 3/8' I' 6 I / %' l'• I/1' II I/1' e,@BP O RaS [ ° 2650 TUB/ SHWR . P l ti 9 ^' ® Bath � Vf05 VINYL Q 2.4 S.D. o �� rf \ Bdrm #2 CARPET ART HITCH W/ .42' SHELF 6' -II 1/2' 6' -31/2' -.----. 1E� EM -1,. £ Hail CARPET. v . .- �— m\ z Z N3NI'1'?.A U 9 (51 -"' iHI Ra II vi05,� © ��ni�/� � SD. _ C 14' -3' ' I c CARPET CARPET 2'_6' 7 f M. Bdrm. CARPET C 05.., 2' -8' 4' -6' T-51/2. 3.-1 M. = CARPET ath a W �� 3 TUB Q _ 036 � � � P - � 1 � (P -S) r LINEN 30 44 6040 P -4 J 5,0 3 , S. p r� ._ w• t LJ E - - 10,_9. 4' 0 . 3,_8. 2,_6• / 9 -1' 1,_0 .,. 13' -3' / 30 . - '.. ._.r.,..-1 7s ROOF LINE BELOW WALL LINE BELOW P -4 9 0 LWALL LINE BELOW ROOF LINE BELOW SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN. -WHOLE HOUSE FAN 100 CFM MIN. VLOS ® WHOLE HOUSE EXHAUST FAN CONNECTED q 24 HOUR TIMER - 100 CFM MIN., VTO - THERMOSTAT ® 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UBG WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al RN A. PROVIDE 6' DIAMETER FRESH UM AIR INTAKE FROM OUTSIDE TO RETURN AIR PLEN AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 608.5 4 UMC SEC. 303.4 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. UPPER FLOOR PLAI■T 9 0 C 9 \a 9 L GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: P- I APPLY (I) LAYER 5/8' TYPE 'X' G.WB. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -1 u2L2Li 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div. 010025 SHEET A -1 P 3 , STAIR ASSEMBLY NOTES: PER UBC SECTION 10133 A. HEADROOM MIN. 6' -0, WIDTH MIN. 3'-0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL I I/2' MIN. TO 2' MAW. CROWS SECTION DIMENSION AND 11/2' MIN CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR WI 5/8' TYPE 'X' G.W.B. (2) LAYERS ® CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIv. 010026 SHEET A -1. SAFETY GLAZING PER UBC, SECTION 2405 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 0 OF TOP OR BOTTOM OF STAIRS SEE D1v. 00800 SHEET A -I EGRESS WINDOW PER UBC, SECTION 310.4 SEE Div. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP 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 510. 05250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. a MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22 x30 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIv, 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE l P -4 P -5 ) P - 6 P -1 P -5 P -9 ) P - ) P- II P -I2 ) P- I3 P - ) P - IS P - 16 ) P -I1 P -IS ) P- I9 P -20 f P - P -22 P -23 P -24 DO l'0 35 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY INFORMATION SEE Div. 11 SHEET A -I 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010029', SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO. UBC REQUIREMENTS. SEE Div. 01002.5 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIV. 010020 AND 5 SHEET A -I D. 5/0 TYPE 'X' GLIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 35' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR. MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SWEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 56 STUDS W/ R -I9 INSULATION MIN. iwa 0 0 O F- ROOF VENT CALCULATION BASED ON 3 2 -W HOLES PER VENT BLOCK ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL ROOF AREA T265 SF/300 =652 SF OF VENT AREA REQ 65 . AT EAVE ,,. . 424 ',. SF REQUIRED 35 9e a 36' (MIN) ABOVE SAVE = 228 SF REQUIRED 4 ROOF JACKS AT 50 5Q. IN. EACH =200 SQ. IN.. M__ SF 118 LF. OF EAVE VENTS AT 52 SQ. INJLF.SOB 50. ItN..428 SF 2_ GABLE END VENTS AT. 24 x12- .2.4_ SQ. IN..30 SF GABLE VENTS AT x SQ IN . SF 2 GABLE' END VENTS AT 24 DIA. =58 5Q. I5..,11___ SF TOTAL VENTS PROVIDED ROOF JACKS . 139 5F EAVE VENTS _ 426 5F GABLE END VENTS = 11:: 5F TOTAL SF OF VENTS PROVIDED = STS 5F • AREA MAY BE 1/300 IF A VAPOR RETARDER 15 INSTALLED ON THE ' WARM SIDE OF THE ATTIC INSULATION. UBC 15053.2 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH ROOF LINE BELOW WALL LINE BELOW WALL LINE BELOW ROOF LINE BELOW Do i 035 UPPER ROOF FRAMING PLAN S CALE 54'.1' -G I GENERAL FRAMING NOTES I l FRAMING PLAN KEYNOTES i F -I J ( F -2 ) 5 -3 ) ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITS OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS ['CON BELOW JOISTS 256 OvERFRAMING s 24' OC. PROVIDE 236 STRONGBACK PURLINS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. l F -4 F -5 I F F -1 F - a F - S F -10 F -II ( F -12 F -I3 F -I4 F -I5 I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY SEE Div- 6100 SHEET A -i - TRUSS LOADING SEE Div. 010001.A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 234. VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4310 DF 2 UN.O. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -I 256 CEILING JOISTS a 24' OC POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE WI LOADING POINT LOAD TRANSFERING DOWN BACK FRAMING AND SOFFIT AREA AS RLQUIR.':D TO ALLOW FOR HvAC DUCTING. SEE DIV.15 SHEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. SYMBOLS & LEGEND pV POINT LOAD TRANSFERING DOWN W/ LOADING y�. HANGER ,. () POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION "%,;" TI AL SRA WITH 1E DESIGNATION TO VERC BE USED T ON P FL S BE STxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 1 I WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS, C C I- SHEET A6 5:12 .. _..... .. 4:12 12 51 HORIZONTAL SIDING - TYP. eye 24' DIA. GABLE END VENT O HORIZONTAL SIDING - TYP. I� SIDE ELEVATION SWIG B'.iLp' 5:12 24' DIA GABLE END VENT — 15 TOP ELATE SITE NDR HT UPPER FLOOR WIN. HDR HT. MAIN FLOOR REAR ELEVATION 9cak ve'.r -' 5:12 To 111111_1 HORIZONTAL SIDING - TYP. II I "� 2 s I — �O SIDE ELEVATION 9ralr V8'.I' -C 4:12 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. GWB: (DIV. 9) GWB: (DIV. 9) 1/2' GWB FLOOR CONSTRUCTION FLOORING: DIV. SUBFLOOR: IV. INSULA O ND I (DIV.7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: HEAD: 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL: 2x6 CORNER BOARDS: INSIDE 2x2 OUTSIDE 2x4,2x3 FASCIA: 2x8 UNO M GIR�� ■�l��fl'Bf r����l�l��l� COMPOSITION SHINGLES (DIV. 010005) 308 BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R -30 BLOWN•IN 1/2' RE -SAWN PLYWOOD 518' GWB EXTERIOR WALL CONSTRUCTION ( (DDI SIDING (DIV. 7)� 15# BUILDING PAPER SHEATHING: (DIV. 6) 7/W OSB OR EQUAL FRAMING: (DIV. 6) 2 X 6 STUDS AT 16' OC INSULATION: (DIV. 7) R49 BATT W /INTEGRAL VAPOR BARRIER FINISH PER PLANS (DIV. 01005) 3/4' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R•19 BATE U2' RE-SAWN PLYWOOD BUILDING SECTION A -A 12 Bdrm #3 FRONT ELEVATION p °(.--(:) 35 Bra) V4'.F -0' TOP ELATE WIN, NOR. HGT. UPPER FLOOR TOP PLATE MAIN FLOOR ro 0 C C.) N vO 0 N� O e ! JJ C.1 F 0 co co C') v, O N •4L�j S L X L C.) �* : Lu Q SHEET A7 \ TOP OF DOUEL TOP \ OF SLAB TOP OF FT, Fi \ TOp OF J -BAR 0z NN TOP \ OF SLAB Q \TOP OF F. FINISH GRADE MIK ' ® APA LATERAL RESTRAINT PANEL 3/8 " =1-0' NOTE: BASEMENT SLAB MUST BE IN PLACE PRIOR TO FULL BACKFILLING Of WALL. NO INSULATION BETtLEEN BASEMENT SLAB AID STEM WALL. TOP OF SLAB • / ° FOUNDATION D TAIL 1 8 3/4' =1-O• / 3 / 8' , 1 ° FOUNDATION D TAIL I 3/4• =f-O" I/2' CLEAR 2X4 TOP PLATE GARAGE DOOR HDR (SEE FRY. PLAN FOR SIZE) NAIL SHEATHNG TO HDR NAILS• 3' O1..• SHR WALL LOC. UNO. ON SHR WALL 504ED. 2 2x4 STUDS -NAIL SHEATHING W) ed NAILS • 3' 0.0 TO EACH SND UNO. ON SHR WALL SCHED. NAIL 83 NAILS • 3. O.C. • ALL PL 5., HDRS. • STUDS UNO. ON SHR WALL SCHED. 2 2x4 AT ANY SHEATHING JOINT 1/16 0.5B. SHEATHING (MIN.1 STI4014 STRAP TIE ANCNCR MAIL TO BOARD FORT. BEND UP AFTER CONCRETE 01RE6/ USE 3846.0 IB NAILS EACH UNO. 2 -2X4 PLATES, NAIL SHTG. TO EA PLATE (215 /8' AB. W / MINT EMBEDMENT UNO ON SHR WALL SCHED CONTINUOUS FOOTING s /8Ex10' A W/ 1'02'X3/\ 4 SR S � STEEL PLATE WASHERS • 4' -0' O.G. (DIv 3 SHEET d -U EXCEPT AS NOTED ON SHEdRWLL SCHEDULE MIK EMBED. 01 °4 BAR • TOP •4 vERT. BAR • R' " HEIGHT Of WALL (Div.3 SHEET A -U •4 VERY. J - BAR • b' oc (Div.3 SHEET A -U DAMP PROOFING ( Div. l 5HT AU 4 HORZ. BAR • 10 OVERLAP (MN/ (Div. 3 SHEET A -0 TIGHTLINE -- ca a All 4' Dv a . DRAIN W/FILTER IN IV. GRAVEL BED. lDIV.2 SHEET A -U (4) •4 BAR CONY. (DIv. 3 SHEET A -Il SOLID SUBSTRATE 4' GONG. SLAB OvER 4' ROCK OVER VAPOR BARRIER 5/8'0x10' AB. UV 2'02'X346' SD. STEEL PLATE WASHERS • 4'-0' O.C. (DIV. 3 SHEET A -I/ EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MIN EMBED. (71.4 BAR • TOP •4 VERY. BAR • 10' oc, FULL HEIGHT OF WALL (01v.3 SHEET A -U VERT. J -BAR • 3' oc (DIv. 3 SHEET A -I) •4 HORL BAR • 0' oc (Div.3 SHEET A -I) '4 6AR • 11' oc 1.:2' -6' (DIV 3 SHEET A -I) DAMP PROOFING ( DIv. l SHT AU 2' CLEAR (5) •4 BAR CONT (DIV. 3 SHEET A -U SOLID SUBSTRATE 4' CONC... OvER 4' ROCK OVER VAPOR BARRIOR 3/4 " =f -0" TYP. FLOOR FR4MI A PER PLAN 1131.4.6 SHEET A -U BLOCKING OvER BEAM .5 RAMSET TO FOOT. FOR POSITIVE CONNECTION PER JURISDICTIONAL REQUIREMENTS. TYp. F LOOR FRAMING PER PLMI lDIv. SHEET d -I1 TYp. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A -U LOCATE SHEATHNG JOINT • COMMON MEMBER RIM BOARD LOCATE SHEATHING JOINT COMMON MEMBER CRIPPLE WALL TER PLAN SEE Fa DATION DETAIL(5) CRIPPLE WALL c• FOUNDATION ° FOUNDATION DETAIL FOUNDATION /FRAMING CONNECTION ®FOUNDATION DETAIL 3/4' =f -0' O61.0 o arg,m_TJ 9 3 /4' =f-o- oc = :wa- 3/4' =1' -0" PER TYP. F fRAMEY PLAN (DIv 6 SHEET A -U TYP. EXTERIOR WALL CONSTRICTION FER PLAN (Dlv. b SHEET A -U RIM BOARD CRIPPLE WALL, PER PLAN, WITH A MIN STUD LENGTH OF 14' PER UBC SEC. 2320.115 (DIV. SHEET A -1) SEE FOUNDATION DETAIL., r1 IfItNOT imnrviri Ain nnk1k1Cr'TIetMM 00100 -033 O4)T_T.t \ w / 3/4•=1 - 0' TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A TYP. FLOOR FRAMING PER PLAN (Div. SHEET A -U SOLID. BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT • COM. MEMBER RIM BOARD I' CONT. SOFFIT VENT UT RESAIN PLYWOOD • SOFIT TREATED MUD SILL SEE FOUNDATION DETAILS °CANTILEVER FRM °G AT FOUNDATION „D/ l -aCte (J0 -23 I J 3 /4"=f -O" MOO - 0113°°- Q2_ TYP. EXTERIOR WALL CONSTRUGTIC" PER FLAILS (DIV 6 SHEET A -I1 4' CONC. OVER 4' ROCK OVER VAPOR BARRIER 12-10 RIGID INSULATION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETAILS CRIPPLE WALL FOUNDATION tFOUNDATION DETAIL FURRING DETAIL 3/4" =1-0" 01AQ,OTCLAWAII TYPICAL EXTERIOR WALL CONSTRICTION FER PLAN (Div. SHEET A -I/ I' AIR SPACE B• BWLDNG PAPER HOOKED END M.ONRT vEN cR TIE TO FRATINS Ev. 2 SO FT. (Div 4 SWe•t AU MASONRY vBEER CONT. FLASH. WNEEP HOLES • 4' -0' OL. TREATED MUD SILL (DIV. 6 SHEET A -U SEE FOWDATION.DETAILS V2' PL 6' MN. VERIFY W GRADE CONTOURS NOTE: THIS OPTION CAN NOT BE USED AT SHEAR WALLS. 04 2 00- 0610 -C2 TJI \ V J /4' =1-O• 06100 +� i • ►.4 FULL WIDTH TREATED MUD SILL TYP FLOOR FRAMING PER PLAN (Div. SHEET A -U TTP EXTERIOR WALL CONSTRICTION PER PLAN (Div. 6 SHEET A -I/ LOCATE SHEATHING JOINT • COMMON MEMBER BLOCKING OR JOIST • WALL Rt1 BOARD FURRING WALL 1' AIR SPACE VAPOR BARRIER DAMP FROOFING (DIv.1 sin Al ) SEE RAMAT. DETAILS OS1(J0 -c a3PD - ?-t_ T J1 TY EXTEOR WALL CONSTRICTION PE PLAN RI (DI 6 SWE A -U 4' COND. SLAB OVER 4' GRAVEL BED (Div. 3 SHEET A -U TREATED MUD SILL (DIV 6 SHEET A -U SEE FOUNDATION DETAILS HANGER OPTION GWB. 1TP. (Div 9 SHEET A -U INTERIOR BEARING WALL (Div. 6 SHEET A -U 1/2•0 x l0' AB. • 4' -0' O.C. (Div. 3 SHEET A -U SLAB ON GRADE PER PLAN (Div. 3 SHEET A -U VAPOR BARRIER CORI. SPREAD FTG. PER PLAN (Div. 3 SHEET A -U • 45' (21 •4 BAR CON'T. (Div. 3 SHEET A -U EXT. DOOR AND FRAME (Div. 8 SHEET A -U DOOR THRESHOLD FLASHNG AS R OD. (DIv. l SHEET A -I1 NERVESTRAL FLASHING 4' CONC. SLAB OvER 4' GRAVEL BED (Div. 4 SHEET A -17 1x@ TREATED TRESHOLD TRIM RIM JOIST TREATED MtJD SILL (Div. b SHEET A -U •4 vER1. RE -BAR FROM STEM WALL STUBBED INTO SLAB TTP.iLOOR FRAMING PER PLAN. (DIV.b SHEET A -U EXT. DOOR THRESHOLD DETAIL HANGER PER FFG TYP. FLOOR FRAMNG PER FLAN (DIv. 6 SHEET A -U EXT. DOOR AND FRAME (DIV. B SHEET A -U X DOOR THRESHOLD FLASHIFY AS MOD. (DN. I SHEET A -I/ NERVESTRAL FLASHING 4' 1 SLAB OVER 4' GRAVEL BED (DIv 4 SHEET A -U TREATED MJD SILL (DIV. 6 SWEET A -U I AIRSPACE TYP. •4 VERT. RE- BAR0ROM STEM WALL STUBBED NTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3 /4"=f -O" 0810V- 030110 -4)6_T. TYP. FLOOR FRAMNG PER PLAN (01v. 6 SHEET A -1) TYP. EXTERIOR WALL CONSTRUCTION PER FLAN (Div. 6 SHEET A -I) TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER FLAN 0V035 \ TOP OF 51.45 TOPT2F FINISH GRADE \TOP OF J -BAR INI5000 GRADE xrs 3/4' =f-0' PER PLAN NOTE: FOOTING DOES NOT SLIDE N THIS COrIDITim, FOOTIIY SPANS HORIZONTALLY. CANTILEVERED RETAINING WALL ! ; I I/2' CLEAR FRAMING PARALLEL TO STEM WALL 8 1.0 / FOUNDATION DETAIL IQ'0x10' AB. W/ 2'X2'03/16' SO STEEL PLATE WASHERS • 4' -0' D.C. (DIV.3 SHEET A -U EXCEPT AS NOTED ON SHEARUALL SCHEDULE MIN. EMBED. •4 HORIZ. BAR 10' O.C., 1' -6' CORNER OVERLAP (DIV. 3 SHEET A -0 •4 VERY. BAR SAME AS STUB STEEL SPACING. (DIV. 3 SHEET A -I) TIGHTLINE DAMPPROOFING (DIV. l SHEET A -U •4 STUB STEEL FROM FT'G. • 16' O.G. (DIV. 3 SHEET A -I/ 4' PET0. F•'G. DRAIN LWFILTER M 24' GRAVEL BED (Div. 2 SHEET A -U SOLID SUBSTRATE 12) •4 BAR CONT. (0Iv. 3 SHEET A -U �1 rPAMINo/FnI INfATInN CONNECTION /\FRAMING /FOUNDATION DETAIL 1/2 AB. W/ 2'X'03/16' SQL STEEL PLATE WASHERS • 4' -0' O.C. (DIV. 3 SHEET A -U EXCEPT AS NOTED ON N.A./ALL SCHEDULE l' MN EMBED. f2) •4 BAR • TOP •4 vERT. BAR • U' oc, R1LL HEIGHT OF WALL. (DIV. 3 SHEET A -U DAMP PROOF. ( Div. 1 SW AU '4 VERi. J- BAR•U'oc (DIv 3 SHEET A -I1 •4 HORZ. BAR• 10' oc 1' -6' OVERLAP (MN/ (DIV. 3 SHEET A -I/ TIGHTLINE 3/4 " =1 000000 5/8'0x10' AB. W/ 2'02'743/16' S.O. STEEL PLATE WASHERS • 4' -0' O.C. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE l' MN EMBED. (2) •4 BAR • TOP '4 VERY. BAR • 12' oc, FULL ( +000)050+41.1. (DIV. 3SHEET A -il VERT.J-BAR•e' oc (DIV.3 SHEET A -IJ ;D '4 HORS IV. 3 SHEET ) a IV. A -Il •4 BAR •D'oc 1..2' -6' (Div. 3 SHEET A -U TIGHTLINE DAMP FROM.( DIV l SRI AU 2' CLEAR (4)'4 BAR CONT. (DN. 3 SHEET A -17 SOLID SUBSTRATE 4' HERB. FT'G, DRAIN W /FILTER IN 24' GRAVEL BED. (DIV.2 SHEET A -I) TYP. EXTERIOR WALL CONSTRUCTION. PER FLAN 10Iv. 6 SHEET A -I) LOCATE. SHEATHING JOINT • COMMON MEMBER RIM BOARD TYP. FLOOR FRAMING PER PLAN (DIV.6 SHEET A•0 TREATED MUD SILL SEE FOANDATICN DETAILS/ FRAMING PERPENDICULAR TO STEM WALL TYP. EXTERIOR WALL CCN5TRUCTI 4 PER PLAN (0)0.4 SHEET A.0 LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCK. • RIM 40151 • EXT. WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIL(5) TYP. FLOOR FRAMING PER PLAN. (DIv. 6 5.4001 A -I) 013300- 0€e0004 (N JOB N0. r c O Q CO w � CO 1.l • c c Q > 5 _ SHEET D1 2x6 * TYP. DECK CROSS SECTION 1 3 3/4 =T NOTE: DELETE RAIL WHEN FINISHED DECK ELEVATION 15 30' OR LESS - ABOVE FINISHED GRADE. 2x2 a 0 g OC Y DIST. 'I' NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK., ATTACH LEDGER W/ 2 ROWS OF 1/2• LAG BOLTS AT 16' cc TYP. TJI FLOOR FRAMING PER PLAN 2x PONY WALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS • 2 STORY CONDITION OR WHEN POSTS EXCEED 4' IN LENGTH SCAB W/ 2X4 EA SIDE 2x 42' GREATER DEPTH THAN JOISTS) FINISH LANDSCAPE GRADE TOP GF PIER FLUSH WITH FIN. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE 2 r 5 7O -T¢_TJ ® FRAME OVER WALL DETAIL 3/4' =Y -0' * SECTION ® BEAM 1 0 I. HEADROOM MIN b' -8', WIDTH MM. 3'-0' PER UBC 1006% 2 TREADS 9' MM. DEPTH, RISERS B MAX HEIGHT 3. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I UV MIN TO 2' MAX CROSS SECTION DIMENSION I I Ul' MR CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 1006.5 PRATING PER PLAN HI a 48' OA. AT OIrt51DE FACE OF WALL 2' MIN. CLR FOR VENTELAIO4 BLOCKING BEAM FER PLAN RAFTERS PER PLAN 2x BLOCKING SKYLIGHT, SIZE PER PLAN. PROVIDE FLASFING AS REC011ENDED BY MFG- CURB TYP. 2x4 • ROOF AND FRAMING IMBIBERS TYP. G1UB. • CEILING ROOF FRAMING PER PLAN ®SKYLIGHT FLARE WELL DETAIL 300-001 -0 WALL STUDS BEYOND DBL DST, BLOCK A5 NEEDED SEE PLAN SEE PLAN FOR TYP. RISE .1 DIMENSIONS 3/4' PLYWOOD RISER 1 UB' TREAD WITH EASED NOSING 3 - 2x STRINGERS TYP. WHO. CENTER STRINGER WITH;2 - 1x4 STRO. BACK TYP. NAIL WALL STRINGERSW, (21 Ibd TO WALL STUDS 5B' TYPE 'X' GWMB. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 4. INSTALL FIRE BLOCKING • 5TRIWERS TOP ( BOTTOM 4 ADJACENT WALL(5) PER UDC SEC 1052 5. COVER USABLE SPACE UNDER STAIR WITH 5B' ttFE USABLE USE 2 LAYERS GEILMG ARSE - 4 UE SHALL 4. APART PENNING R HA PER NBC EC SPACED 4' APART NET OPENING PER UBC SEC 5093 01370*- c"3`OO -37 \ ti /3/4' =1-0' OVERHANG PER PLAN EAVE DETAIL 1 GABLE END DETAIL 3/4 =T-0e t f SEE ELEV. .5 EXPOSED RAFTER TAIL TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION HI • 4E, OL. AT OUTSIDE. FACE CF WALL IMO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH 4312 • HOLES MTN SCREEN L r TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRICTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE NAIL THRU SKIP SHEATHING WITH 1661 a O.C. TYP. 2X4 OUTRIGGERS .• 4' O.C. WITH 2X2 BETWEEN FOR TRIM 1 TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATIONS BARE TYP. SEE ELEVATION 2X4 BACKER FOR BASE - NAIL TNRU bHEA7HING WITH Wd ♦ OL. TYP. 1x4 OUTRIGGERS • 4' oA. WITH 1x2 BETWEEN FOR TRIM 1 MOO. 07300 - 12 BLOCKING AT CEILING LINE 2x4 LEDGER • INT. CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL o610o- 07309. s \ L / /4e4 EAVE DETAIL 3/4W -0 EAVE DETAIL 5. ELEVATION OVERHANG PER PLAN EAVE DETAIL 3/4 =t-0' SEE ELEV. BAFFEL - EXTEND 6' ABOVE BATT. INSUL. OR 12' ABODE BLOWN INSUL. (TTP. ROOF CONSTRUCTION / 2' MN. CUR FOR VENTING HI • AV 0.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3, 2' HO LES WITH SCREEN EXPOSED RAFTER TAIL (TYP. GUTTER) FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION) BIFFEL - EXTEND b' ABOVE BATT. INSUL. OR D' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING HI a 48' O.C. Ai OUTSIDE FACE Of WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' HOLES WITH SCREEN EXPOSED TFd155 TAIL. (TYP. GUTTER, FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRUCTION, TYPICAL ROOF CONSTRUCTION MR CLR FOR VENTING HIa48'OA. OUTSIDE FACE OF WALL UNO ON SHEAR WAIL SCHEDULE ',MOLES WTH SCREENS) 2' 1 SEE ELEV XS BLOCKING TYP. EXPOSED RAFTER TAIL DOICO37300 TYP. GUTTER xi FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION 081Tk1 07300.03 JOB NO.: `EPMI SHEET D2 SHEAR WALL NAIL FLOOR SHEATHING.. T4-115 AREA URA 10 d • 6' oz. EDGES 10 d• I0' oc. FIELD BLOCK ALL EDGES o STRAP TRANSFER ® JOIST 3/4° =1' -O' TOP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARUTALL SCHEDULE TJI BLOCK.. TOP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TOP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAIL.* PER SHEARWALL SCHEDULE 10 d NAIL• S oc. PLOW. TO RIM JOIST PANEL EWE / FIELD NAILING PER SCHEDULE STRAP PER FLAN - BEND UNDER RIM JOIST TO TJI LLEB'STIFFENER TJI BLOCKING TJI UEB STIFFENER EA SIDE HI HIRRICANETIE .10 -1 WRRICAIE TIE AT DBL. JOISTS) TOP PLATE NAIL.. PER SHEARUAALL SCHEDULE TYP WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE BOIT. PLATE NAILING PER SFEARA4LL SCHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE TJI BLOCKING TYP. TJI FLOOR CONSTRICTION TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL EXTERIOR SHEAR WALL O PERPENDICULAR TO FLOOR JOISTS O PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS � TO FLOOR JOISTS @ FOUNDATION n D _T:i 3/4W-0" L : ; 6.i )PERPENDICULAR r, =NTH? -c6 tom- = _T.: 3/4' =T-0' T7 . � Jr -_ ;.;! 3/4' = T-0" 17610-00100-G1 NAIL FLOOR SHEATHING THIS AREA UTH 10d •b'oc. EWES 10 d•10' oc. FIELD BLOCK ALL EWES 10d•b•oc. PLYWOOD TO BLOCKIG BOTTOM PLATE NAIL.. FER SHEARUALL SCHEDULE PANEL EWE 1 FELD NAILING PER SCHEDULE TA BLOCKING BLOCK ALL EDGES PANEL EDGE FIELD NAILING PER SCHEDULE TOP PLATE NAILIG PER NRARUALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3 /4'=T -O 1TWT0.OW -o _TJ NAIL FLOOR SEATH.G T1-1I5 AREA WITH I0 d •6' oG. EWES 10 d • 10' oc: FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING FER SHEARIU.4LL SCHEDULE PANEL EDGE 1 FIELD NAILING FER SCHEDULE TJI FLOOR JOISTS. PER PLAN TA BLOCKING • ALL PANEL EWES. PANEL EWE 1 FIELD NAILING PER SCHEDULE WALL SHEATHING PER SCHEDULE NAIL FLOOR SHEATH.. THIS AREA UTH: d•b'oc. EWES 10 d•10'oc.FELD BLOCK ALL EDGES- DOUBLE STUDS AT HOLDOWN. CONDITION TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE TOP PLATE NAIL.. PER SEARUALL SCHEDULE TYP. WALL CONSTRICTION WITH Y - ANCHOR BOLT PER SHEARWALL SHEAR WALL PARALLEL G1 TO FLOOR JOIST- OFFSET CONDITION (;:\ SHEAR WALL HOLDOWN TOP. WALL CONSTRUCTION NTH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARU4LL SCHEDULE 10. d NAIL • S oc PLYUD. TO RIM JOIST PANEL EDGE 1 FIELD NAILING PER SCHEDULE 10 d NAIL • 6' ac: PLOW. TO TJI BLOCKING TOP PLATE NAILING PER SHEARWALL SCHEDULE T, WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE CANTILEVERED FLOOR JOIST 3/4° =1-0' T7STO- OS100- T1_TJI TOP. TJI FLOOR CONSTRUCTION SMPSON WOLDOUN PER PLAN AND SHEARWALL SCHEDULE 1 1ztH STRAP PER PLAN 1 I I AND SHEAR WALL SCHEDULE 1 SEE ARCH. DETAILS FOR FOLIOATION CONDITIONS SCHEDULE TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP PLATE NAILING PER SHEAR , SCHEDULE ANCHOR BOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PERPENDICULAR SHEAR WALL PARALLEL 3/4'=1 -O' TYPICAL WALL CONSTRUCTION WITH WALL SHEATHING FER SCHEDULE TOP. TJI FLOOR CONSTRICTION BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE JOIN PANEL EWE CN COMMON MEMBER PANEL EWE NAILIG INTO COMMON MEMBER PER SCHEDULE. PANEL EWE AT BOTTOM OF SILL PLATE. EWE NAILING PER SCHEDULE. ANCHOR BOLT PER SCHEDULE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS ' TO FLOOR JOISTS ® FOUNDATION 17810-06100- 35_1` 3/4'=1' -0° Traw O SDI' 0, Ta3 C10-06 z_T 3/4' =1-0' 17610-03300-02 ; TYP. FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE BOITOI PLATE NAILING PER SHEARWALL SCHEDULE JOIN PANEL EDGE ON COITION MEMBER PANEL'. EDGE NAIL.. INTO COMMON MEMBER PER SCHEDULE. CRIPPLE WALL (Div. 61 SHEATH CRIPPLE WALL SAME AS SHEARWALL ABOVE OR PER SCHEDULE PANEL EWE AT BOTTOM CF SILL PLATE. EWE NAILING FER SCHEDULE. SEE ARCH. DETAILS FOR FONDA ON CONDITIONS SHEAR WALL , CRIPPLE WALL CRIPPLE IUALL (DIY. 61 SHEATHING PER SCHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE 111'4 EAR CONT. (DIV. 3) SHEAR WALL �® CRIPPLE WALL - INTERIOR T713 IT. UTO00.45: TJi co C L9 0 al fA S os. Lib 5* 4 . c • - CO L C ) C �(0 — m ROFET 'ERMIT JOB NO.: - -- SHEET sDi SHEARWALL PER PLAN AND SHEARWALL SCHEDULE DOUBLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TJI BLOCKING BEAM PER PLAN DOUBLE JOIST OR BENT PER PLAN � HOLDOWN STRAP AT FLOORS 3/4' =1' -0' TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE DOABLE STUD BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE BLOCKING AND FILLER BLOCK 0 OHOLD OWN STRAP AT CRAWL SPACE O OFFSET DRAG STRUT O INTE JOR SHEARWALL TO ROOF COND. 3/4' =1' -0• Imo-moo-29. 3 /4' =Y-O 7G1^r - :Tr3 5 3/4 1'-0' 1z4 FLAT BLOCK.. yr NAIL STRAP W/ ed COMMON • 8' oc. (SIMPSON CS. STRAP PER FLAN, LAP ONTO WALL OR BEAM AND NAIL WITH Bd COMMON • 4' oc DRAG STRUT CONNECTION 3/4' =1'-0' UPPER WALL /77\_T/1 1 nWGD Q1 11 neudmP _TInm NOTE: WEN TR. ALIGNS m/ WALL USE AN AS5 CLIP OR A35F CLIP BEPIEEN TOP PLATE AND TRUSS BOTTOM CHORD PER SHEAR WALL SCHEDULE. n[�ARI F FNn ❑ETAIL TTPICAL ROOF CONSTRUCTION TRUSS PER PLAN WITH SHEATH.., PER SHEARWALL SCHEDULE Ibd TO MATCH SHEAR - WALL NAILING BELOW 1x WTH Ibd TO MATCH IMO T WALL NAILING BELOW IMO TOP PLATE PANEL EDGE 4 FIELD NAILING PER SCHEDULE TYP. WALL cONSTRIGTICN WITH WALL SHEATHING PER SCHEDULE ROOF SHEATH.. Bd AT 4' cc. 1z4 PRIMING ALL AROUND TRUSS PER PLAN WITH SHEATHING PER SHEARWALL SCHEDULE 104:1 AT 3' o.c. SHEAR WALL TOP PLATE INTERIOR SHEARWALL TO ROOF COND. . / /T?10 -v7a0 3G 0 3/4 =Y-O' 171310-417300-34 SHEAR • ALL PLYWOOD ROOF CONDITION 3/4' =Y-0' (1J IS d d NAIL • 4' 5c.. EA OUTRIGGER NAIL ROOF SHEATHING PER SCHEDULE. 1z BARGE 4 1x3 TRIM 1z4 BACKER FOR BARGE. NAIL THROUGH SKIP 5HE4 4 WITH Wd 2X4 OUTRIGGERS • 4' O.C. WITH JOIST HANGER • TRUSS GABLE. END TRUSS. CONTINUE SHEATHING ABOVE SHEAR WALL TO UNDERSIDE CF ROOF SHEATHING. NAfL TO GABLE END TRUSS PER SCHEDULE. JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON MEMBER PER SCHEDULE. TYPICAL ROOT CONSTRICTION TYP. EXTERIOR WALL CONSTRICTION WITH WALL SHEATH!... PER SCHEDULE (11Ibd B d NAIL • b' on. TO TOP CHORD 4 BLOCKING Dc3 TRIM 1X BARGE TYP. SEE ELEVATION 77870 07300 - 1 2X4 BACKER FOR BARGE - NAIL THRU l/.. 058 MTH Tbd • O.C. TTP, 2X4 OUTRIGGERS . 4' O.C. WITH JOIST HANGER c TRUSS BLOCKING. AT CEILING LINE TYPICAL', ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRICTION BALLOON FRAME GABLE END WALL OVERHANG PER PLAN 3/4' =1'-O• EAVE DETAIL 3/4 =T-O' OVERHANG PER RAN (";\ SHEAR WALL ® EAVE (11 STUDS AT EACH STRAP BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE STRAP PER PLAN 4 SHEAR WALL SCHEDULE 1 144' TMBERSTRAND LSL RIM BOARD PANEL EDGE 4 FIELD NAILING PER SCHEDULE TYP EXTERIOR WALL CONSTRUCTION W LL44LL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRICTION HOLDOWN STRAP o FLOORS BAFFEL - EXTEND b' ABOVE BATT. INSULIN OR 11' ABOVE BLOLLN INSULIN TYPICAL ROOF CONSTRUCTION NAIL ROOF SHEATHING PER SCHEDULE. 1' MIN CLR FOR VENTING HI . 48' O.C. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 1X BLOCKING WITH (3J 1' 0 HOLES WITH SCREEN SEE ELEVATION PANE! EDGE AT TOP PLATE. EDGE NAILING PER SCHEDULE. TIP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 17810.07800 -. 7 PLYWOOD ROOF CONDITION 3 /4' =T 17610.07300.0.4 DfrO TYPICAL ROOF CONSTRUCTION SEE ELEV. /� DU L A35 CLIP t iti PER SHEARWALL SCHEME 1\ H75 TIE • EA TRUSS L530 • 4B' oz. B d • b' oc. • BLOCKING BLOCKING PER ARCH DETAILS TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE 00 c'") �^ Ln cp c � v . v 5* /O _c r L7 () u5 LcTi d • Q PECEIV ^ITY OF Tl JOB NO. '-- SHEET SD2 (.ILA 01-08-01 SRU SHEARWALL SCHEDULE l i. I d 9N,13 39 NI11 vN 01313 9N>0019 303 51109 aoroN, 31,14 IIIS $151Of xt 9NI11,N d01 01 9NIY0019 S1SIOf Ifl 9N111,N 'ld d 0 1 Ol 9NI�10 NI11,N 31,-1,3 W01108 _. . '3M NO, NGI1�f1a3b 20 a 0,0 - i 319,0011V PI -6 aim 4,o � ,� ff^ � 5/8' a 48' d1 191 PLF PI -4 12 YES 5/e' a 32' WHIM gin d� 302 PLF ■ _ VW OSS. ONE SIDE "...= rl••r- u• 1 2 QED 5/8' a 24' OVERLAP SHEATHING AT COMMON MEMBERS 350 PLF _■ I PNEUMATICALLY DRIVEN 12 YES �. —m= 513 PLF PANEL EDGES _ I s o R I I I —p .� P∎Ii�ll� IR ] i I. `;Iia`. I I � J ��` . 6-kl MI 01-08-01 SRU SHEARWALL SCHEDULE ' 3dA1 W d 9N,13 39 NI11 vN 01313 9N>0019 303 51109 aoroN, 31,14 IIIS $151Of xt 9NI11,N d01 01 9NIY0019 S1SIOf Ifl 9N111,N 'ld d 0 1 Ol 9NI�10 NI11,N 31,-1,3 W01108 _. . '3M NO, NGI1�f1a3b 20 a 0,0 - i 319,0011V PI -6 s c m m 12 YE5 5/8' a 48' 191 PLF PI -4 12 YES 5/e' a 32' 302 PLF PI 3 VW OSS. ONE SIDE Bd BOX a .113' DIA MN. - 1 2 YE5 5/8' a 24' OVERLAP SHEATHING AT COMMON MEMBERS 350 PLF PI- 310 +USE 3x STUDS s PNEUMATICALLY DRIVEN 12 YES 5 /5' a •4' - NAIL PER SCHEDULE 513 PLF PANEL EDGES 1 14 FOUNDATION SHEAR WALLS Scale IV I' -0' SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING q'1' HANGER (l POINT LOAD TRANSFERED BT KICKER HOLD DOLLN WITH SIZE DESIGNATION %� P`� VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON =LOOK B =LOW Sixx _ HORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDIES BEAM CALCULATION WITH INDEXE NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE 1 "= "O " "' "l WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SHEAR NOTES UNLESS OTHERWISE NOTED DESIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL 5HEARWALLS SHOO, ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. /TYPICALLY SHOWN SHADED /. 2. ANCHORAGE IS FOR SHEARWALLSIPANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED s IS O.GIMIN) PER TABLE 23- II -B -I OF U.B.C. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UB.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOIWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSUM SNEARWALLS SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGtStL AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATH'', 8. STAPLES OR SCREWS ARE NOT AN ACCEPTASLP ALTERNATIVE 70 NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING- OFFICIAL ROOF 4 FLOOR SNEATI -ZING I. ROOF SHEATHING: 1/16' 055 APA RATED SHEATHING (2410). LAY UP W/ MINIMUM I /8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT S' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS o 24' O.G. ALL UNSUPPORTED EDGES. ^.L7-OWASLE DIAP+IRAM SHEAR= 180x082 =142psf 2. FLOOR SHEATHING: 3.D CDX T4G ALA . TED PLYWOOD 1 4504) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT 6' oc AT PANEL EDGES AND IS oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR = 215x082= ITTpsf 3. PLYWOOD SHALL SE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END CI MAIN FLOOR SHEAR WALLS Sca I/8', I' -0 DO/ 5 TYP.. a.IE,apu4LL p€BIC�1ATIOIJB UPPER FLOOR SHEAR WALLS Scale 1/8' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS S 0 0 U 0 c 09 c) -2 ' cn L N m REC ClTV n- TRW TITLE JOB N'O.: 0018521 1997 UBC SHEET S1 IJ File: D 35mm Drawing# 0 INCH .�� CHINA 1 2 3 . 4,. 5 FOUNDATION SHEAR WALLS ou4 VI .r.a , 1,1, [- ,111,111,1,1,1, 1,11111 9 I. til £I. Zl ti'`L 0l 6 8 L 9 9 .b £ Z b0 I����I����I����H��I����h���h�� ►I���il����1���� ► iil�i��L����I�ii�liiiil�iiil�II i iiIhiiiliiiiiiiiiIiiIhi�il�iiiliiij � Y IJfIh it 6 1'L'i1L_ OF APPROVED APR 12 Nat AS NOTED .,. _ ~~15t t .. +t5 8 co cis l • o RI rn c� ts t t o ca c\I co 4 i Qa TITLE JOB NO.: 008521 SHEET FL r r Rzr N Cr) = E Ex E x — a - j z 171 0 ` 0 r c.1 6 a�r meri iron Eng L .4 PI-i • Q j PI-6 MIEN 1111 lill MN MP' MIMI 11111111111r ME MIME/ "MI ERNI L.21EME11 MEW JL � �lf� �Tr : � � = ILI • 6- � 1�1.� � I 1 MB \ \ \__�� t . sm =u�a • , 1 i 1 1 1 i Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 = I= 1 1 i Tryon Concepts PLAN # 2367 LOT 2 BERGSTROM PLAT TUKWILA, WA THS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Date By MUM G66 PERMIT 5E7 I u UL SHEET M Kappler Architects P.S. ,„ SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 5318 Tryon C oncepts �� By PERMIT SET PLAN # 2367 LOT 2 BERGSTROM PLAT TUKWILA, WA THIS DRAWING IS ©COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT L -. 0, T N rn !'7 N O -' Z Tr a = - ■ CSI L r 1 J I r 1 LJ II h P1-1. 61.6.• SHEARWALL i,HEDULE I i t : 1r II @I tl g 1 9191O• 941vn+, 'Y 40101 00D010 91910f Cl 9.1 1VN lel 40101 900010 k° 3M aiOO 11'X10311 • OV'O- 3100111011.0 1,. WS' •4S' h1PLF 11.4 1/16' ODD ed sox W 5/0 • 32' 302 PLF F1.3 0.0 SIDE ,113' MA. MM. - 5R' 24' AATCOMMON MEMBERS 3e0 PLF PNEUMATICALLY DRIVEN • NAIL PER SCHEDULE PI.3 USE 3x STUDS • PANEL EDGES en' • 24' 313 PIP FOUNDATION SHEAR WALLS w'.r -e►' SYMBOLS & LEGEND O UP PONT LOAD FROM ABOVE POINT LOAD FROM ABOVE IW LOADING Y POINT LOAD TRANSFERNG DOUN HANGER POINT LOAD TRANSFERED BY KICKER 4 PONT LOAD TRANeFERNG DOWN UV LOADNG HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESk3NATION TO BE USED CN FLOOR BELOW 6Txx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE >l'i WALL BELOW NO/Et UNLESS OTHERWISE NOTED. ENGINEERING AND CALCULATIONS ARE NOT PROVIDED N THESE DRAWING& J 1 MAIN FLOOR SHEAR WALLS eat. w' ■ r•a P 1 2 CHINA INCH SHEAR NOTES WL� ,n+ERUeE NOTEDI QflIGN CRITERIA I. SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES I. ALL SHEA/WALLS SFIOIUN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHOWN SHADED). 2. ANCHORAGE 16 FOR SHEARWALLS(PANEL6) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 16' OALMN) PER TABLE 23.11 -15-I CF U.C. B 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. USG. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOLLN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND COMIECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SHEARIUALL6 SHALL DE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL [SE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHNG. Q STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SMEAR WALL PANELS UNLE66 PRE- APPROVED BY THE BUILDING OFFICIAL ROOF a FLOOR S4IEATHIN j L RCM SHEATHING, 1A6' OSB APA RATED SHEATHING (24/0). LAY UP LW MINIMUM I/6' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SMALL BE Sd AT 6' oc AT PANEL EDGES AND IV cc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OG. • ALI :UNSUPPORTED EDGES. ALLOWABLE DIAPWRAM 6HEAR■10040.62 •142pN 2. FLOOR SHEATHING, 3/4' CDX T4G APA RATED PLYWOOD (46/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT 6' oc AT PANEL EDGES AND b' oe AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR415x012■111p.r 3. PLYWOOD SHALL BE LAID IW FACE GRAIN PERPENDICULAR TO SUPPORTS AND END 9.1. bl £ Ol 6. 9 L g g b g z k b J y H 5 6 L Gilt kPPROVED UPPER FLOOR SHEAR WALLS iw APP 1 2 e3' 1 os Mimi) SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS . l 1