Loading...
HomeMy WebLinkAboutPermit D03-219 - CASCADE GLEN - LOT 11 NEW SINGLE FAMILY RESIDENCECASCADE GLEN LOT 11 3809 SOUTH 132ND PLACE DC13-219 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600110 Address: 3809 S 132 PL TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 11. Address: 3809 S 132 PL, TUKWILA WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA Contractor: Name: 3 A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS DEVELOPMENT PERMIT Contact Person: Name: JAY KEIROUZ Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, #P5 Permit Number: D03-219 Issue Date: 08/19/2003 Permit Expires On: 02/15/2004 Phone: Phone: 206 - 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,878 SQ FT SINGLE FAMILY RESIDENCE, 157 SQ FT BASEMENT AND 910 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, LAND ALTERING, DRAINAGE FOR ROCKERY, TESC, AND STORM DRAINAGE. Value of Construction: $ $291,682.60 Fees Collected: $3,818.77 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Profit: N doc: Devperm D03 -219 Non - Profit: N Printed: 08 -19 -2003 yv,ia�:iit{xi3:a:«tirhi :: Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N N Private: N ** Continued Next Page ** D03 -219 Public: N Printed: 08 -19 -2003 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: el // at Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -219 Printed: 08 -19 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600110 Address: 3809 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 11 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 3: Any material spilled onto any street shall be cleaned up immediately. Permit Number: D03 -219 Status: ISSUED Applied Date: 07/24/2003 Issue Date: 08/19/2003 2: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 4: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 5: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 6: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 7: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 8: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 9: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 10: All conditions of the Hillside Homes a.k.a. Cascade Glen plan approval shall be met. Refer to Permit Nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accord with all geotechnical recommendations. 11: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 12: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 13: Owner shall enter into and record at King County, a Sensitive Area Covenant and Hold Harmless Agreement with the City of Tukwila, prior to final inspection of this Building permit by Public Works. doc: Conditions D03 -219 Printed: 08 -19 -2003 wt "a i4w"x 1. a:tiTS 's2l'93f+b53i}a. . dam, ;,wr ut,431.0.4.4.414a1"», City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 100 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: 6/t r g / � Print Name: L doc: Conditions D03 -219 Printed: 08 -19 -2003 King Co Assessor's Tax No.: 1 y 7 Z 6 b --eq A O Site Address: 38a °1 Sb trk t l 3Z '4 � ` ? — Suite Number: Floor: Tenant Name: 1 G. i ( , t 1 't 1 New Tenant: ❑ .... Yes [] ..No Property Owners Name: 1€ 3N '� 13o ( � (°y ►� o c�t� Y �� ->' ob efc33 rZ - Zip Mailing Address: Name: Mailing Address: Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: tapplications' permit application (3.2003) 3 /2003 CITY OF TUKWILA Community Development L ,rtment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Perini; i. Mechanical Permit Public. Works Permit No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** "Zt h Page I City State Day Telephone ( ) 3--is 68 74 City State Zip Fax Number: (tt 0 ) 7 4 C Z(!j 3 i t• GENERAL CONTRACTOR INFORMATION Company Name: 1i . 'k-1 C Mailing Address: City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF. RECORD - All plans must be wet stamped by Architect of Record City Day Telephone: Fax Number: A 45 M}ti /MMlf State State Zip ENGINEER OF RECORD = All plans must be wet stamped by Engineer of Record Zip City Day Telephone: Fax Number: ` :nl�oR3.'�' t • :�Rbv :J!�'Yfi�LFISK[rNkl' :.MS'Hr!p4� 1 .,BUHAUNG IERIVI! 1.1N1! UHIMAI1vN —1u6- 431 -Sb it) Valuation of Project (contractor's bid pric ; �. a.►o a Existing B± Valuation: $ Scope of Work (please provide detailed information): COAS MANCi t bid F A A E" Will there be new rack storage? ❑ ..Yes No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) t *For an Accessory dwelling, provide the following: 1 Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If"yes", attach list of materials and storage locations on a separate 8 -I /2 x I I paper indicating quantities and Material Safety Data Sheets. 'applications permit application 0-2003) 3/2003 Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC I" Floor 1474 2nd Floor tag L t 3ra Floor Floors thru Basement / 57 Accessory Structure* Attached Garage Q /c / Detached Garage Attached Carport Detached Carport Covered Deck P Uncovered Deck 1 .,BUHAUNG IERIVI! 1.1N1! UHIMAI1vN —1u6- 431 -Sb it) Valuation of Project (contractor's bid pric ; �. a.►o a Existing B± Valuation: $ Scope of Work (please provide detailed information): COAS MANCi t bid F A A E" Will there be new rack storage? ❑ ..Yes No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) t *For an Accessory dwelling, provide the following: 1 Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If"yes", attach list of materials and storage locations on a separate 8 -I /2 x I I paper indicating quantities and Material Safety Data Sheets. 'applications permit application 0-2003) 3/2003 Page 2 PUBLIC WORKS PERMIT INFORMATION - 433 -0179 Scope of Work (please provide detailed ir, nation): Water District ❑ ...Tukwila � .. Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ilit.. ValVuc ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑..Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ...Construction /Excavation/Fill - Right -of -way ✓ Non Right -of -way ✓ pl ...Total Cut 1- A.e Total Fill / 6-0 ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Firc Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ... Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Water Meter Refund/Billing: Name: Mailing Address: bpplicalions\permit appltcauun (3.2003) 3/2003 Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards 11 It If . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line Call before you Dig: 1 -800- 424 -5555 WO# WO# WO# Private Private Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ . Work in Flood Zone Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size " Day Telephone: Mailing Address: City State Zip Day Telephone: City State Zip 1:1'i:f;1`.i4Y ),fit+ Unit Type: Qty Unit Type: Qty Unit Type: . • Qty Boiler /Compressor: Qty Furnace <IOUK BTU ' Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> I OOK BTU Evaporator Cooler ,' 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 3 15-3011P/1.000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent t Hood �_ 504- }IP /I,750,000 BTU Heat/Refrig /Cooling System i Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm /Ind MECHANICAL PERMIT INFORr " '.TION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Day Telephone: (ZerC 87-4 Q1z 7A3 Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): $ 2-r d-t) �` Scope of Work (please provide detailed information): I f t ( ��� i k- A f_ Contact Person: E -Mail Address: a. A. V-• IN e. Q Y\-th - t- r Fax Fax Number: Use: Residential: New ..... Replacement .... Commercial: New ....El Replacement ....❑ Fuel Type: Electric [) Gas Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire 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. 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. BUILDING OWNS AUTHORIZED Signature: Print Name: job. \applicauunslpermit appticauun (I.2001) J1200) Mailing Address: C Date Application Accepted: -7- z4 4- o 3 Date Application Expires: Page 4 City State Zip City Date: Day Telephone: (i er• a CA 7/1 State Zip Staff itials: . e�..::' v�1'_:' �1Ss '•+'. {R:ntltd<eawrr..- -..... Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment RD Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600110 3809 S 132 PL TUKW CASCADE GLEN - LOT 11 R03 -01018 SKS 1165 DREAMCATCHER HOMES Check 2254 Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description 000/322.100 000/345.830 000/345.830 000/342.400 000/342.400 000/345.830 000/386.904 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 2,185.45 .00 Account Code Current Pmts 2,068.95 - 1,344.82 1,344.82 37.00 45.00 30.00 4.50 Total: 2,185.45 ti •13/•20 r7I. :1'1t.i1 D03 -219 APPROVED 07/24/2003 2,185.45 08/19/2003 02:29 PM $0.00 Printed: 08 -19 -2003 TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2 =F . RECEIPT i� W Q � JU Parcel No.: 1422600110 Permit Number: D03 -219 U O N 0 Address: 3809 S 132 PL TUKW Status: PENDING rn w Suite No: Applied Date: 07/24/2003 ... ▪ H Applicant: CASCADE GLEN - LOT 11 Issue Date: N LL W O 2 Receipt No.: R03 -00896 Payment Amount: 1,633.32 g Q N 0 Initials: BLH Payment Date: 07/24/2003 12:29 PM I F-. W User ID: ADMIN Balance: $2,125.45 Z = F— O Z F— Payee: DREAMCATCHER HOMES LLC 2 j U 0 O N O F- Type Method Description Amount H 0 Payment Check 2234 1,633.32 LI Z PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code Current Pmts 000/345.830 000/322.100 000/345.830 000/345.830 1,344.82 250.00 23.50 15.00 Total: 1,633.32 1 :?,2:5 P/20 't7. 6 TOTAL TTAL 3.141 . >, Printed: 07 -24 -2003 a U — 0 Z ojec : Type of lnsp tion: r� P0 I3 6 p Date Called' f� ! ^ Special Instructions: Date Wanted: tt a ;m, 2 plI D Requester: Phorylo( - �1(.-P oZ Approved per applicable codes. Corrections required prior to approval. OMMENTS: o L /- 7i; I , _ J o p pit oitPept) ., .. /. I .... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector 2.72-7-10Y Z7 $47.00 REINSPECTIC FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. ��.}: M' FlAol ��` ��-0 H�%': `,SS`Ff'�48'.'tt \�..�i.�nt �:.}:I �.:lYr`�'C`4.n:nS:G 1.�.. COMMENTS: Type of Inspection: ,-- f a I �-"" Address: 3809 3 1321. Pi D at e Called: 2- —o4 W 2% f 4 (,Cvtu,f (12-chu -e 7`l) 9A ) ril` / ii "e G(.0 La A, ` t/ Y1. P ! yr) Date Wanted: 2— Zo -D a.m. Requester: Nick Phone No: 2 6 730 7-12 v/a .. (A c_ 6 cowl) 2/.2 L / /�) y c,,-e ,: 'III* i - 7 1 6— ( ? /47P.A ' .-?../140 V Acp ,z --e-,d /zyd ‘ ?--- de 9—/Lci 0 V 7L 9 Uf Project: cascade Glen d Type of Inspection: ,-- f a I �-"" Address: 3809 3 1321. Pi D at e Called: 2- —o4 Special Instructions: L-Of ) ) Date Wanted: 2— Zo -D a.m. Requester: Nick Phone No: 2 6 730 ,A j% INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd: #100, Tukwila, WA 98188 (206)431 -3670 Doi- Approved per applicable codes. Corrections required prior to approval. Inspector: 6 U Date:,, / { / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ject ce.A? ( / e7i ) Type of Inspec l co�rn A ssAimp s /32 f/ Date Called: 2-q / b Sp a l Instructions: Date Wanted: Requester: t tc__ Ph" U:ce i 736 (02 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. g Corrections required prior to approval. COMMENTS: l ' J Jul. - �1 24.✓t tn/� e t �1 G-•C -� 21 O IAA '- -� ..}. k-t - J9 Inspe or: r., Date: $4 .00 REINSPECTIONIFEE REQUIRED. f or to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. Recipt No.: Date: Prig c "t v' Qi Type of Inspection: FT 6 4E01 si 13,?)14- Date Called: 4 � j 0 Special Instructions: Date Wanted: �a m 1 / p.m. jft / Requester: N ( ck Phi LP - -730',`7(r?-R x:dduYt;a'S:�xb INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 aC` El Approved per applicable codes. `Corrections required prior to approval. COMMENTS: 1\\ (s'r t Ali C9 1} 14 Q n pe('% !" 4 l ( spektor: D e: AA kt, 7.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P( / c d ' L \e4 — I ( TYPe of IgsP�Stio� n �'-1 .�/ Ad 0 S r 1 r Date Called: i / / Special Instructions: Date Wanted: ' , fD/O* p.m. Requester. N) i Ck" Phone No: - C� . �, �. �, 1•' ,oG.1;;.4.;:r:,is.�A�S�%LU':' i..., w .,,...'- •Jk.;�...:4 INSPECTION RECO Retain a copy with Tf PERMIT NO. CITY OF TUKWILA BUILDING DI ' ISION' 3 '" ? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I INSPEC. ON NO. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: tr Inspector: Date: ( /!f� //J $47.00 REINSPECTION ritE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ba �,J , �,L-. , , , , -4�n T.c.. f , , ;, . - ' 4 /L ,f Type of Ins ection: ... i .Q ''' � J _:r "___ it _ t_ il . •►� 4iligtri Ar Date Cal led. .,� ' (1� �� , Specia Instructions: r a 0-44 3 ) , v ft..e..,r.! C .. /ei./..-1- `7 •4 r/ ,! 4 7i) VI a.m. Requester: c ) //l'% td /- , /.'1 7i- t t4J 7 / :m t . P2.9 C.R_ `" / . ' , 49e, off; LB.r-• 40, L I e" "A ,f1 b ¢7'n /4 €vA S de- - r -if/i- 7 /fit' , / ,, , ).; ' ' Project: �� C_�t,�a..� '�-'� C i� Type of Ins ection: ... i .Q Address: r)9 s , 1 � , Date Cal led. .,� ' (1� �� , Specia Instructions: Date Wanted: 2—/20/ a.m. Requester: P2.9 C.R_ `" INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Y 1% Gri PERMIT j Corrections required prior to approval. Date: 1 ❑ $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee munt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr 'ecctt: DD ^^ . Ll d Q l" eh ' ' ( Type of Inspection: • . f f _e --- � i A d J Dat Called V 0/.103 Date Wanted: 6 r 1 S`t p.m. Special nstructions: • J Requester: M cJ J J Phone No: ZOO —' 7.317 0qt4 INSPECTION RECORD Retain a copy with permit INSPECTI.N NO. PERMIT NO. bro3:-19 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) ❑ Approved per applicable codes. 1 -3670 El Corrections required prior to approval. COMMENTS: rv� V et \ r04 V ( (> *LC0(1 Date: S 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: &ie Type of Inspection: 5D Address: S 132 s t Date Called: . t Special Instructions' '''! 9/1D/0 D•5) T\f h 1-4. A—� ! 1 t0, C_ cs•tip.A ({ . h C, + 11,1kArt.0 e N . k. (J,) -h) p , € . ( (.AA.. S 4-7. , t _ .4s Q,\ L; . (c, t - t FluiNA C, _ . G ) $1 i titi ,11( 6 or,. Project: it &ie Type of Inspection: 5D Address: S 132 s t Date Called: . t Special Instructions' '''! ,02t" " ! 1 Date Wanted: a.m 9 - p - I o -03 p.m. Requester: A� , L. hr IS Phone No: 206 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit P03 -219 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 9 ED $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'P Date: P ect: 'Type C .Ir i (7th -td. l of Ins ection: � ( ,01 I bo" .... Address: . Da Called: 1 1 Special Instructions: if 0- V ` ` Date Wanted: ( JJ •• Requester: C � C , Ph No: t — 1b — 'Lo 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 0 • )4 1 -3670 Approved per applicable codes. J Corrections required prior to approval. COM TS: rspe`ctpr: Date: I I GivtA.--1 .00 REINSPECTION F E REQUIRED. Pri I r to inspection, fee must be at 6300 Southcenter lvd., Suite 100. all to schedule reinspection. Receipt No.: Date: Pr• •ct: .6�. - --� - ' / �r f C) ype I spection: a �►1 .. Date Cal ed: I i ( 7( 0 3 � . e•—•• ler res 1 t 0 c 1 : •ecial Ins uctions: Date Wanted: I I r ,m, Requester: 1 !VI f ` Phone No: 2.0l -7 -- - � INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: Ins ector: / .. \ •.A ... c Aj:::*,_ A Date: ) Il ) i `c3 1 o 47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., ite 100. Call to schedule reinspection. Date: Receipt No.: Pject: ,/, ca e (2-tof i Ty o Inspection: « ailed: WI 1 r2(� A : a ess• ? P � g , a Date t / ! (7 l b 3 Special Instr actions: e't Date Wanted: a.m. C 2 Ns4Al#: J ` i� � Requester: Y " k cr Phone No: , _, , 2-4262 - : a:::.......... 2::..,. a. ,.<.::m.c)1`w,::�......:.`e'�«: _-: f.. i� St...tV!jsa..r'.::.+.=1i:�C,.;5 . 7s ^ pJ:: ihtk — .GU • � F.t.+r,3.x.d.:f -L.T t. +. ,�.�«..d,._ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .Approved per applicable codes,. Corrections required prior to approval. COMMENTS: F' L.A l` a , QJ-iGtL 'lrp' t ri. v lt✓'tc Date: it /19 0 7.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P 'ect: d gica Leii1 Type of Inspection: ‘ (.4. t 1 A drw: 01 . c. 1 Date Called: i i 1 Special Instructions: Date Wanted! I, . . ll ligiD .m. Requester: ik ) 1 Ck Phone No: 7( 0 -2 7 ) 0 — - .11 Da INSPECTION RECORD .r\ Retain a copy with permit .010.3 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 12}Approved per applicable codes. El Corrections required prior to approval. COMMENTS: R ipt No.: Date/ ) 11 / /0" 7.00 REINSPECTI N FEE REQUIRED. hior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t COMMENTS; j o c ( 1 `� � J c1 'z _ t ct��(y 57� I r i -e l IN 't 5,5 h()td C.(Aw115 c A . T S (644 . 2 ) .: v� -P 1 3 w , t 1 \ t SS I Lri`Ck 6 GtA/ N SUV- -L e vj 3) COava . IpJ __1 Iv: ssI L ! x 10 r i \ r .. 0,,5'+" c 4 ,4*r,'t r tc)a■_ t4.'a el ;l -- Gr 49 S ,{ _ ..... >;=1: I I 11 -SL ¥\o . s -pi V wr,�1:. n look /R 5. (Q- I &. T- - 1 ut.a -. -k>r,. 4 (.0 s - C L ti. . ikks � tl- � a a � � 1 g Loot t t t h 4ro►r rye 'eeS S 3 Si--uc a-k (),A..0 1 -ec4 -es Project: ay�ej (c ?PL c-_ , -t - (I Type of I s , --r -t 0 dres . S. i 3 1q D ate Called. 11 (7' 3 Special in r ctions: • '. JV.S :tAt .. • -' -77U C,.tj'-. : ). -7 • / • ' . ' • . 0� Date Wanted: . , a.m. 00/o c Requester: )02-- L � Phone RP: l� /� / \J�/ //) (/ lick e INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ISir Corrections required prior to approval. (206)431 -3670 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z F- z • W 6 J U O 0 0 W � u_ W 0 N d = W H = Z F. I- 0 W ui U CI N CII- OW 2 0 I-- — W Z U= 0~ z COMMENTS: — 1.) l ih fluor S "eGr wGt1 s yac.., •. C GIGS .stni I , L co- v\ 0 v\ct iJook.. \)ev � J _ \ P "(it leve IPv' o "c C to r t C 8- :Q - e .o w�,p 1,44 --t (1 L > - Tray USc Ov\U1k-Gc- r Ur S CA r el 4 a , � t act Al i, r 't w-e tc4 vi v S. - s 1 /-4 1 I kA 64\ Ia : v�U 5 )CDo wN 1 1 �}ePct r o b w‘ i I, 1■ ri o C U k tm-e -e,'\ -e r p< < ,t. \ . e iro KG v1 C o rov k - ■ Li P C1A 4 i re Oce se V vki- r?l n-Q iz- I h< v G `f-e Pr*ct: (( l:.. (Pv. 1 1 Type of inspection: 1.- r414,1I Address: s 1 ?\ Date Called: f1 - - 7 - - G . Special Instructions: Date Wanted: } 1 - ' 1 - 0-- a.m. P.m. Requester: Phone No axi :'L. ° ti s x�: xi'�d, �4;;a�:y''•,`�a &: , i' ' : :5:N { . { {r S�`:i r: i.ii: :. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 - 3670 Corrections required prior to approval. Inspectors? " '"' Date: 1 + $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 17pject C , , e -, - T 6 - I d . 1 Type of Inspection DA,a1. LAY( 4404 C f Actas D f . i 1 A Date Called: I 90[03 Special Instr ctions: . Date Wanteth. 611/0/03 P.m. Requester: \ —.) a- 1 Phone No: ot.z 362o-L44 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 COMMENTS: Ins)ector: $47.00 REINSPECTIO FEE REQUIRED. Prio to inspectio \A 04-4....) Date: paid at 6300 Southcent- Blvd., Suite 100. Call to schedule Receipt No.: I 0 , fee must be reinspection. Date: Approved per applicable codes. El Corrections required prior to approval. Projt ct: LA CC-16 6/41 t o 4 g i ,8fInspectio) • (....4r( TYP I— IP ' / :4,412.11;•'-'#. •A‘') Athre : I s. 3 vf i D a led: Special Instructions: LoT /I Date Wanted: 9/ Requester: . niGg Phone No: INSPECTIO NO. INSPECTION RECORD Retain a copy with permit PERMIT 1- / CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431- ffr EJ Corrections required prior to approval. COMMENTS: Dateq_ ice El $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .1' Pr ject: (m 7 4z-64 i , ( let4-14.1-1 1 Type of Inspection: . ,-"/ '.- • f----0 dress: 0 C 5 .. 1„ . / .32 kt P I , Date Called. ( 1/ ) '• /Of) Spicial Instru dons: . t•,,,-• _ Date Wanted: a.m. Requester: Phone No: it.CL( - ?00- 1,4 7q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila, WA 981 88 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: — 2- 3 $47.00 REINSPECTION FEa REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: pate: INSPECTION RECORD Retain a copy with permit (206)431-3670 P `rt 1 W+ 'i Type of Inspect . / f A r %o9 sI 1.2 it - D Calle9: v/.24103 0 Special Instructions: Date Wanted: / m. Requester: /C.-4 Phone No: 2o/ --- O'/(A COMMENTS: 514EAR 0 'Q. / L L- -4. .c. I c r: Date O • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IiQ? PER MK NOw (206)431 -3670 Ti fiApproved per applicable codes. El Corrections required prior to approval. Receipt No.: Date: 47.00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be - / paid at 6300 Southcen er Blvd., Suite 1 0. Call to schedule reinspection. I/ P coae 61.64_6)01 Typ Inspectio9: i ( Ac ..... ):...,7 ?Is Date Called: 6) Special tations: Date Wanted: 9 ern. Requester: i v , cy) Phol ....730—,39( ,. CTION INSP NO. - r■lr" ,- . - t - jr - ry • INSPECTION RECORD • Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 .. r2jApproved per applicable codes. El Corrections required prior to approval. COMMENTS: S Da - $47.00 RE1NSPECTI N FEE REQUIRE b. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: Date: PrOect: ,-- j (4,ete . , (7:Y ter-- Type of ppe a-x-I hati-/167((-1 ,76-.2.,-7 Address: 3 O9 /_•90::r /. Date Called: Sppcial Instructions: / ,L(7/ fi . - , c Date Wanted: p.m. Requester: / Phone No: .9-•()7 300 6S71 INSPECTION RECORD Retain a copy with permit , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT N 6300 Southcenter Blvd., #100, Tukwila,,WA 98188 (206)431-3670 a pproved per applicable codes. El Corrections required prior to approval. COMMENTS: spect — N4-1 A A 473O REINSPECTION FEE REQUI ED. Prior to in pection, fee must be pa� at 6300 Southcenter Blvd., Suite 100. Cal to chedule reinspection. Re • t No.: Date: Date: Proje / 1_.c t • � , -4r // Type of Inspection: t�� ,: Address: e.,,s ei) 9 S ,&2 ✓°. Date Called: F- ,mod -Cd.? Special Instructions: 6'?..-4ere a d r - Ve) ey / - �,1c.�i� - ."rd--4.- ' „a -, ,:r. '40 . .. Date Want O "�/ dr. m� .m. Requester: (...._:./.___, Phone No` • ii r -.7 G 6 1'60— cC -7y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Doe- ,2/9- PE T NO. (206)431 -3670 1531 Corrections required prior to approval. COMMENTS: / Q t Inspe An ra/�C+A l ► A r 547.00 REINSPECTION FkE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. C4 I to schedule reinspection. Date: Receipt No.: 'Date: Proje ,G,./ C_ -e c-4 x � // ' Type of In ction: v �� Address: -3,4'd9 S /.3 ,/°G Date Called: i e? -- Special Instructions: /90V- 6 add,' DO Date Want O3 la.m p: m. Requeste / C // Phone No �'d 79 2 n..z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION * ■■ • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ch 'f&Approved per applicable codes. COMMENTS: Insp zevwt"--, Date: 47.00 REINSPECTIO FEE REQUIREDrior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. ceipt No.: Date: El Corrections required prior to approval. File: D03 -0219 35mm Drawing #1 z CL 00 u, o: W I H, WO lL Q, N � Z d. W _. Z� I- 0 Z 2 uj U 0 O (. O I--. ZU - O Z W -_ O~ z LATERAL ANALYSIS FOR DREAM CATCHER HOMES AN ARCHITECTS NORTHWEST PLAN PLAN M2675A3SU -1 TUKWILA, WASHINGTON CITY OF TUKWILA 7 J U L 2 4 2003 PERMIT CENTER I EXPIRES 8/23/05 f 7115 0 3 NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. Jamieson Consulting Job No. 23256 JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 03-219 WIND PER SECTION 16 DIV III Design Wind Pressure: ' P = Ce * Cq * qs * Iw where: Ce = Exposure Factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor SITE /PROJECT SPECIFIC VALUES: Ce = 0.62 Exposure "B" (< 15') Cq = 1.3 Method 2 qs = 16.4 80 MPH Iw= 1.00 P= 13.22 PSF (< 15') 14.28 PSF (< 20') • 15.35 PSF (< 25') 16.20 PSF (< 30') 17.91 PSF (< 40') DESIGN CRITERIA PER 1997 UNIFORM BUILDING CODE EARTHQUAKE PER SECTION 16 DIV IV Base Shear: V = 2.5 * I * Ca * W / R where: I= Importance Factor Ca = Seismic Coefficient W = Total Seismic Dead Load SITE /PROJECT SPECIFIC VALUES: I = 1.00 Ca = 0.36 R = 5.5 V = .1636 W Zone 3, Soil Type D Shear Walls STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. FRAMING LUMBER : SPECIES Group III (or better) HORIZONTAL SHEATHING: 0 S B (minimum Panel Grade 2 -M -W) See Table 23 -II -H (use common nails spaced at 6" o.c . © supported edges and @ 12" o.c. field) Roof: 7/16" OSB w/ 8d nails Allowable Diaphragm Shear = 170 x 0.82 = 140 plf Floor: 5/8" OSB w /10d nails Allowable Diaphragm Shear = 215 x 0.82 = 177 plf SHEAR WALLS: SEE SHEAR WALL ANCHOR BOLTS: 5/8" Dia. X 10 ", A307 or better, w/ 7" min. Embedment MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (206) 803 -2581 ''1 {,r�.':� „.:;3%;:v + +�1: ^,. �a: ai:C;i,i;f'ci.�?.:i.ufii' su l K'a4:iii az ^ ;:t: tli SHEAR WALL SCHEDULE (see 1997 UBC tables 23-11-1-1& 23- 11 -1 -21 P1 -6 v = 198 plf 7/16" OSB, w / 8d (0,113 ") nails @ 6" o.c. Anchorage (interior walls only) to SINGLE joist (or blkg) below: 16d @ 6"o,c. P1 -4 v = 304 plf. 7/16" OSB, w / 8d (0.113 ") nails @ 4" o.c. Anchorage (interior walls only) to SINGLE joist ( or blkg) below: 16d @ 4"o.c. P1 -3 v = 350 plf 7/16" OSB, w / 8d (0,113") nails @ 3" o.c. Anchorage (interior walls ) to DOUBLE joist (or blkg) below: 16d @ 3 "o.c. (stagger nails to alt. mbr) P1 -2 v = 516 plf 7/16" OSB, w / 8d (0.113 ") nails @ 2" o.c, note: use min 3" nominal studs @ adjoining panel edges Anchorage (interior walls only) to BEAM below: 16d © 2.5" o.c. (staggered) NOTES: The shear values in this table are based upon the use of 8d pneumatically driven nails with a minimum shank diameter of 0.113 ". All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c. along intermediate framing members.. d @I ca" o, e. . Lo -ATE eal4EATHIr e4 I�I r-1 ' JoiNT @ G'Mfr oh) JOIST. I ME1-15E1i, �NEAF� TRAI■FEtZ C WALL JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 SEISMIC: V = .1636 W Wr = 1528 SF @ (15 + 10) psf = ' Wuf =1554 SF @ (10 + 15) psf = Dead Loads: Wmf = 1100 SF @ (10 + 15) psf = Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Redundancy Factor: v = 2 x V / A* *(112) Check max "v" for p = 1 A = 1554 sf v (max) = 452 plf Wall REAR FRONT TOTAL SIDE /SIDE: V = L(eff) 19 19 38 FRONT /BACK: V = Wall L(eff) LEFT 11 LCEN 21 RIGHT 10 TOTAL 42 Redundancy Factor: v = 2 x V / A* *(112) Check max "v" for p = 1 A = 1554 sf v (max) = 763 plf Wall REAR RMID FMID FRONT TOTAL LEFT LCEN RCEN RIGHT TOTAL SIDE /SIDE: V = SEISMIC ANALYSIS # 23256 FOR DREAM CATCHER HOMES Level w Roof 38,200 Upper Fir 38,850 Main Fir 27,500 Total 104,550 L(eff) 6 13 13 6 38 FRONT /BACK: V = Wall L(eff) 14 14 10 6 44 UPPER FLOOR SHEAR WALLS 8902 L(eff) = 38.0 v = V Section Length 4451 28.25 4451 24.5 8,902 8902 V 2331 4451 2119 8,902 MAIN FLOOR SHEAR WALLS 6143 L(eff) = 38.0 V Section 5421 2102 2102 5421 15,045 6143 L(eff) = 44.0 V Section 4286 6405 1396 2957 15,045 h wxh 28 1069600 19 738150 9 247500 2055250 therefore: 52% 36% 12% Vr = Vuf = Vmf = L(eff) = 42.0 v = Section Length 16 14 21 v= Length 28 14 17 13 38,200 38,850 27,500 212 shear 146 318 101 8902 # 6143 # 2060 # Total V = 17,104 234 plf shear 158 182 max S/S max F/B 162 shear 194 150 124 417 max S/S v = 140 Length shear 12 357 14.5 442 max F/B 10 140 16.5 179 Notes SEISMIC ANALYSIS # 23256 FOR DREAM CATCHER HOMES Redundancy Factor: Check max "v" for p = 1 v = 2 x V / A* *(112) A = 1554 sf v (max) = 868 pif LOWER FLOOR SHEAR WALLS SIDE /SIDE: V = 2060 L(eff) = 38.0 v = 54 Wall L(eff) V Section Length shear REAR 8 5855 39 150 concrete RMID 19 3131 12 261 max S/S FMID 0 490 4 122 FRONT 11 7629 39 196 concrete TOTAL 38 17,105 FRONT /BACK: V = 2060 L(eff) = 32.0 v = 64 Wall L(eff) V Section Length shear LEFT 8 4801 8.4 572 max FIB LCEN 19 7628 16 477 RCEN 5 1718 32.5 53 RIGHT 0 2957 30 99 concrete TOTAL 32 17,104 NOTE: Redundancy Factor "p" = 1.0 Notes LZ COMBINED WIND & SEISMIC ANALYSIS # 23256 FOR DREAM CATCHER HOMES For ALLOWABLE STRESS DESIGN use Wind or (Earthquake 11.4) • WIND: side /side • Fr = 200 SF @ 17.91 psf = 3582 # 205 SF @ 16.20 psf = 3321 # Total Roof sls: Fr = 6903 # Fuf = 186 SF @ 15.35 psf = 2855 # 201 SF @ 14,28 psf = 2870 # Total Upper Floor s /s: Fuf = 5725 # Fmf = 385 SF @ 13.22 psf = 5090 # Total Main Floor sls: Fmf = 5090 # Total s/s = 17,718 front/back Fr = 212 SF @ 16.20 psf = 3434 # 222 SF @ 15.35 psf = 3408 # Total Roof f /b: Fr = 6842 # Fuf = 219 SF @ 14.28 psf = 3127 # 207 SF @ 13.22 psf = 2737 # Total Upper Floor f /b: Fuf = 5864 # Fmf = 380 SF @ 13.22 psf = 5024 # Total Main Floor f /b: Fmf = 5024 # Total f/b = 17,730 SEISMIC: V = .1636 W Wr = 1528 SF @ (15 + 10) psf = Wuf = 1554 SF @ (10 + 15) psf = Dead Loads: Wmf = 1100 SF @ (10 + 15) psf = Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h w x h Roof 38,200 28 1069600 52% Upper Fir 38,850 19 738150 36% Main Fir 27,500 9 247500 12% Total 104,550 2055250 therefore: Vr = Vuf = Vmf = SUMMARY: Wind controls both levels, both directions. 38,200 # 38,850 # 27,500 # 6358 # 4388 # 1471 # Total 12,217 L3 ' COMBINED WIND & SEISMIC ANALYSIS # 23256 FOR DREAM CATCHER HOMES UPPER FLOOR SHEAR WALLS ' SIDE /SIDE: V = 6903 L(eff) = 38.0 v = 182 plf Wall L(eff) V Section Length shear Type REAR 19 3452 a 19 122 P1-6 b 9.25 122 P1-6 28.25 FRONT 19 3452 a 17.5 141 P1 -6 b 3.5 141 P1 -6 c 3.5 141 P1 -6 TOTAL 38 6,903 24.5 FRONT /BACK: V = 6842 L(eff) = 42.0 v = 163 plf Wall L(eff) V Section Length shear Type LEFT 11 1792 a 4 112 P1 -6 b 4 112 P1 -6 c 4 112 P1 -6 d 4 112 P1 -6 16 LCEN 21 3421 a 4 244 P1 -4 b 10 244 P1-4 14 RIGHT 10 1629 a 21 78 P1 -6 TOTAL 42 6,842 COMBINED WIND & SEISMIC ANALYSIS # 23256 FOR DREAM CATCHER HOMES Lb MAIN FLOOR SHEAR WALLS SIDE /SIDE: V = 5725 L(eff) _ • 38.0 v = 151 plf Wall L(eff) V Section Length shear Type Notes REAR 6 4356 a 4 156 P1-6 b 7 156 P1-6 c 17 156 P1 -6 i- H 28 �e; w RMID 13 1959 a 4 140 P1 -6 6= ' b 10 140 P1 -6 00 14 cow FMID 13 1959 a 4 115 P1 -6 W I b 13 115 P1 -6 co u. 17 w 0 FRONT 6 4356 a 6 335 P1 -3 2 b 4 335 P1 -3 g Q c 3 335 P1 -3 CO D TOTAL 38 12,628 13 H W F RONT /BACK: V = 5864 L(eff) = 44.0 v = 133 plf Z 0 I— O Wall L(eff) V Section Length shear Type w I- LEFT 14 3006 a 4 250 P1 -4 j o b 2 250 P1 -4 v c 4 250 P1 -4 o N d 2 250 P1 -4 w H w = w 12 i -v LCEN 14 5287 a 6 235 P1 -4 LL. ~O b 8.5 235 P1 -4 z. 14.5 U u RCEN 10 1333 a 10 133 P1 -6 P. F RIGHT 6 3081 a 3.25 187 P1 -6 z b 7.25 187 P1-6 c 6 187 P1 -6 . TOTAL 44 12,706 16.5 COMBINED WIND & SEISMIC ANALYSIS # 23256 FOR DREAM CATCHER HOMES SIDE /SIDE: V = Wall L(eff) REAR 8 RMID 19 FMID FRONT TOTAL 0 11 38 FRONT /BACK: V = Wall L(eff) LEFT 8 LOWER FLOOR SHEAR WALLS 5090 Leff) = 38.0 v = 134 plf V Section Length shear Type 5427 a 30 181 CONCRETE 5253 a 4 438 P1-2 b 8 438 P1 -2 12 a 4 115 P1 -6 a 30 219 CONCRETE 460 6578 17,719 5024 V 4262 LCEN 19 8270 RCEN 5 2118 RIGHT TOTAL 32 17,731 0 3081 L(eff) = 32.0 Section a b c d a b a b v= Length 2.4 1.8 2.4 1.8 8.4 4.0 16 20.0 19 11.5 30.5 HORIZONTAL DIAPHRAGM SHEARS / LOAD PATH ROOF DIAPHRAGM LCEN: SHEATH TRUSS per P1 -4, L = 3421 - (4 x 140) / 300 = 10' See Detail A UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. LCEN: @ 8.5' wall; v = 8.5 x 235 / 14 = 143 plf OK MAIN FLOOR DIAPHRAGM RMID: © 8' wall; v = 438 plf A35 @ 12" o.c. rim to wall top plate LCEN: v = 413 -150 = 263 plf ADD A35 @ 16" o.c. blocking to wall top plate RMID: @ 4' wall ; V = 1752 # (4) 5/8" A.B. REQ'D © 8' wall; V = 3504 # (7) 5/8" A.B. REQ'D LEFT: © 2.4' walls; V = 1215 # (3) 5/8" A.B. REQ'D © 1.8' walls; V = 911 # (2) 5/8" A.B. REQ'D LCEN: @ 4' wall; V = 1652 # (3) 5/8" A.B. REQ'D @ 16' wall; V = 6608 # (12) 5/8" A.B. REQ'D 157 plf shear 506 506 506 506 413 CONCRETE 413 P1 -3 69 69 Type P1 -2 P1 -2 P1 -2 P1 -2 P1 -6 P1 -6 CONCRETE ANCHOR BOLTS USE 5 18 " fa Anchor Bolts @ 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) v(II)= 830x1.33= 1104 # /5 =221 plf NOTE: If v (plate) > 350 plf Then V (bolt) = 1104 / 2 = 552 # Notes Up WALL UPPER FLOOR WALLS SIDE/SIDE FRONT/BACK LEFT 4 112 4 112 4 112 4 112 4 244 10 244 RIGHT 21 78 MAIN FLOOR WALLS SIDE/SIDE REAR 4 7 17 RMID - 4 10 FMID 4 13 LCEN FRONT OVERTURNING - HOLDOWNS FOR DREAM CATCHER HOMES Note: 0.67 DL +/- W» 0.9 DL +/- E /1.4 V REAR 19 122 9.35 FRONT 17.5 141 8 3.5 141 8 3.5 141 156 156 156 140 140 115 115 6 335 4 335 3 335 8 8 9 9 9 9 9 9 9 Mot wdl 18544 80 9675 9126 160_ 4686 19740 80 8208 3948 80 328 3948 80 328 3584 80 3584 80 429 3584 80 429 3584 80 429 7808 80 429 19520 80 2680 13104 80 11819 5616 90 429 482 9828 150 2462 23868 170 16459 5040 80 429 12600 170 5695 4140 150 804 13455 210 11889 18090 90 1085 12060 160 858 9045 160 482 FRONT/ BACK LEFT 4 250 9 9000 130 697 2 250 9 4500 130 174 2 250 9 4500 130 174 4 250 9 9000 130 697 LCEN 6 235 9 12690 90 1085 8.5 235 9 17978 90 2178 RCEN 10 133 9 11970 90 3015 RIGHT 3.25 187 9 5470 90 318 7.25 187 9 12202 90 1585 6 187 9 10098 90 1085 Mnet 8869 4440 11533 3620 3620 467 1 475 3 659 1 1034 5 1034 5 3155 789 1 3155 789 5 3155 789 5 3155 789 5 7379 1845 5(2) 16840 1684 5(2) 1285 61 OK END CONDITIONS* L I F R R / BK • • 3 3 1 5 1 5 5 5 1 • 5(2) 5(2) OK 5134 1283 1 5 7366 1052 6 6 7409 436 OK OK 4611 1153 5 2 & 4(2) 6905 691 5 2 & 4(1) 3336 834 5 2 & 4(1) 1566 120 OK OK 17005 2834 5(2) 5(2) 11202 2801 7 7 8563 2854 7 7 8303 2076 1 5(2) 4326 2163 5(2) 5(2) 4326 2163 5(2) 5(2) 8303 2076 5(2) 5(2) 11605 1934 7 7 32639 3840 6A 6A 8955 896 5 5 5151 1585 6 6 10617 1464 6 6 9013 1502 6 6 LI OVERTURNING - HOLDOWNS FOR DREAM CATCHER HOME S Note: 0.67 DL +/- W »> 0.9 DL +/- E 11.4 . WALL END CONDITIONS* R 1 BK L V H Mot wdl Mr Mnet T L / FR 7 6A LOWER FLOOR WALLS SIDE /SIDE RMID 4 438 9 15768 90 482 15286 3821 7 8 438 9 31536 90 1930 29606 3701 6A FMID 4 115 9 4140 90 482 3658 914 1 7 .... 7 7 1 7 6A _ OK OK . FRONT / BACK LEFT 2.4 _ 506 140 270 •381 _ 6.3 7651 75 30_ - 7 1.8 506 6.3 5738 140 152 5586 3103 7 1.8 506 6.3 7651 140 270 7381 3075 7 2.4 506 6.3 5738 140 152 5586 3103 7 LCEN 16 320 9 46080 100 8576 37504 2344 6A RCEN 19 69 9 11799 160 19350 -7551 -397 OK 11.5 69 9 7142 161 7133 9 1 OK *END Pdl 1 of wall Wall V(upper) < 1000 # V(main) = H * v CONDITIONS Dead load Perpendicular reaction at end Exterior 2 Perpendicular Wall (min) 4 - 16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 198 # / ft (varies) . 4 A 35 Framing Anchors CS 16 Strap = 1353 # = 450 # each 5 6 HPAHD 22 Holdown @ 1725 # — 6A HTT22 @ 4650 # 7 STHD14 or STHDI4RJ @ 4430 # LS 0 0 - o r z U u 31 Y9u n ao .st • ;aavoe srrpra1 ojnr SSAz11 " 1 Ina 1 u 'u! iw qq to , v4°'IYafl1ORK1S 55(l2LL 113c • 58.12i1 4113 2194 •1Y2Y110111114 • 5 a •AGY .I -$ luta • 71 's a NIYH "'kg.' .I-.I1 OOa J. - 1144Yd •71 NOTICE: IF THE DOS DUE TO THE QUALITY OF THE DOCENT. N THIS NOTICE IT LL UPPER FLOC) CS16 TO FRAMING BELOW DBL CS16 TO FRAMING BELOW CS16 @ OPENING, SEE DETAIL B NOTE: ALL EXTERIOR WALLS AND GABLE ENDS TO BE P1 - 6, U.N.O. „R WALLS (LIO { 4•-0' 15' 4' I 4' -0' 4 (2) 3 511. /1J 3°6 S.H. CS16 TO FRAMING BELOW DBL CS16 TO FRAMING BELOW (2) A35 IN CORNER OF WALLS CS16 @ HEADER, SEE DETAIL C (1) A35 IN CORNER OF WALLS HTT22, SEE DETAIL D 4x10 D.P. RI. • <4) 2E NOTE: ALL EXTERIOR WALLS AND GABLE ENDS TO BE PI - 6, U.N.O. MAIN FL '1f 'ASS"8l? LLS o • a Q.N► I D FM► rD Fe4 1�T (9) aec►' o bx6 POST 200 P.1. • lb (2) F-1. J • lb t12 • 14• O G. _2.10 F. .). • 14' c).1.' — 17711 7 I . 1 (2) P .1. C2) FJ. 2*t0 P .1. • IS 0C. 200 P.J. • 1b• Q.. • .2x4 • lb' 0.2 '5 "".T. 0414 eAut kg, (0) ID LI A 0 rg AP 6 (?0)40 m A35 @ 12" O.C. RIM TO WALL TOP PLATE A35 @ 16" O.C. BLOCKING TO WALL TOP PLATE RAISE CONCRETE STEM WALL 2'-0" ABOVE SLAB PROVIDE CONTINUOUS HEADER OVER DOOR t SHEAR WALL END FOUNDATION PLAN USE 5 18" 0 ANCHOR BOLTS WI 2" X 2" X 3 /16" WASHERS @ 5 O.C. U.N.O. ,stli. 5 I Cs n • 0 I t2N R. • "I! I , ' I ;. .4"0516(5.1A1FW.114 HTT22, SEE DETAIL E g •1 .s LING OP FILL 45Y, PA4/0 3 4 5.4 .• < STI441 e MAN AM. 0)1zZQ • HTT22 @ BASE OF DBL STUD FROM HTT22 @ TOP OF WALL, SEE DETAIL D (2) 5/8" 0 ANCHOR BOLTS REQ'D (3) 5/8" 0 ANCHOR BOLTS REQ'D (4) 5/8" 0 ANCHOR BOLTS REQ'D (7) 5/8" 0 ANCHOR BOLTS REQ'D (12) 5/8" 95 ANCHOR BOLTS REQ'D z eG 2 -J 0 u) a u) W I 1.- U) IL 0 2 u_ < a W Z 0 Z 1-- W al O V O 1- W I() I- :- IL 1- - 0 ; Z (J) o 1 z J JAMIESON CONSULTING ' Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 71-1 EATN TP' 1' ; Pnovl2s P► - _:._ 11JragmlrreWT • FRAM ICU A ✓0‘.111 to d @ N @ 4 "alf so--c pTAIL 2 X A' 0 D e-,H CAR WALL hae r .AN6 pP '1InE �L'�kft4 U..t?AND 644 e-JfR V . 4/‘71 4. hr$. PULL ;vti>H of WALL PLL 12' >:Nb' LE� 'r,!-1 , To • JOB NAME D Q--e frM C p v H - c 'YZ �M, 6 JOB NO, 2 3 24 5Z4 BY DATE 1 1 - O - 6 SHEET NO. L l 3 OF L I `te f saucy a Co* W11:1 SNEAK W. LL L UTK P TA W - 5 PUIJc UFtE..o Wc.u.. • (2) 1-1f-1'1•F{1, w%Tiv$ l�Tt.22 5ia'! 0 : . ALt, .T 4F AD (2) .µEM` = l:I� '6TuD R,g400 DETAIL D G 51 to WtO OP WALL, 05 Z' -c" MAY ENS LElJGT 4, avv E;GK'G AS R =_o'c. 'EWe LE1-142T1o" z Z CL w � 0 to w J < w = Z Z w U ON 0 F- w HI- z w co O � Z t I i _ 1- ._ .m IP / r.' ,./.t. • J JAMIESON CONSULTING ' Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 71-1 EATN TP' 1' ; Pnovl2s P► - _:._ 11JragmlrreWT • FRAM ICU A ✓0‘.111 to d @ N @ 4 "alf so--c pTAIL 2 X A' 0 D e-,H CAR WALL hae r .AN6 pP '1InE �L'�kft4 U..t?AND 644 e-JfR V . 4/‘71 4. hr$. PULL ;vti>H of WALL PLL 12' >:Nb' LE� 'r,!-1 , To • JOB NAME D Q--e frM C p v H - c 'YZ �M, 6 JOB NO, 2 3 24 5Z4 BY DATE 1 1 - O - 6 SHEET NO. L l 3 OF L I `te f saucy a Co* W11:1 SNEAK W. LL L UTK P TA W - 5 PUIJc UFtE..o Wc.u.. • (2) 1-1f-1'1•F{1, w%Tiv$ l�Tt.22 5ia'! 0 : . ALt, .T 4F AD (2) .µEM` = l:I� '6TuD R,g400 DETAIL D G 51 to WtO OP WALL, 05 Z' -c" MAY ENS LElJGT 4, avv E;GK'G AS R =_o'c. 'EWe LE1-142T1o" z Z CL w � 0 to w J < w = Z Z w U ON 0 F- w HI- z w co O � Z C JAMIESON CONSULTING Consulting Engineers 733 7T11 AVE STE 108 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803 -3289 • 3' • , • • . • I; J (2) NEM -F1R �, • S rtJ ; P::a' D, • • • , v ; ;',?• • p'o • I T NTT 22 iALL T NE, A D • JOB NAME 2. -H m An `I ` Eb JOB NO. Z ?J' BY DATE '- 5 " 0 SHEET NO. 1 ---•\ 4 OF PcR •H —4ur,. 'R 4cHtAssiv 2 1 -Z W U O 0 N o WI H SQL W O u_ ?. cu I . F- . 2 F- O w • D" • . O in .O —: W W �F O LL! 2' , • 0 = 2 • TYPICAL END CONDITIONS [L15I :_ _ _ - J i i 4 ENC • LENGIN ;. Typical CS ..r _ Installation as a Floor -to• ? . Floor Tie (CMST requires " 1 . minimum ; 2.2x shills) ' = :� : t✓0 Provide min. L t end distance for CS and CMST ` for Equal number. of specified nails in each end • , -.4 j - _ 4 _+ INSTALLATION 3 gR � . c • Single Pour R ;�n . 10.164 4 * Maximum (t '-r"a 2030 oaseo Joist Installation 'r; z I •' , fastener ; i i excee tame _�. .,,,,,... i.. t 1 ' a. a 13'' 4L; T ` .1-- '� . ►:s" ,.;�3- e ` : - `4 ''. ' k�, 0,. �' • ,;,: MIN BONE .. Rohl REam. .CORNS."^• INS Y Nails Mao on out not to loan c a R IMST48 w/(34) 16d T = 2945 # I I CS16 w/ (22) 10d T = 1465 # l [HPAHD 22 w/ (11) 16d sinkers: T = 2030 x .85 = 1725 # I i',1 '1.4- . r; i r `; NAILED , ,,-.•,......?..,-. f .: 1 i• PORTION I•q�9 SIMILAR Y ;., , 0,:` al'::. `• a te. • p•1 s 4 ON, R4 *I''‘..41.-7-,- , r•=k: -..¶ " o P.EBAR'N it 1 4=' � F bw ° SHEAR ,,�` �.; � �� 12'ldlN. i - ' ,tv �'- o R:BAR a. . - k• 'fit. 1 1. x + i3 _ .y:. �F 'fi � r-;" '� i .f r -: '� t:: c` ' ^'� +' � 30' MIN. LR BAR ; MIN. REBARry'?.;. REBAR IN SHEAR CO LENGTH a -' )y ' .: CONE y x �. I , DISTA LENGTH z' , . 12'MIN. ` NCE 0 1 rz M IN . REBAR y y 1 ;•� FROM '(LENGTH v � -� CORNER ....- �: Typical STHDI4RJ Typical STHD Corner Rim Joist Installation Installation on 3 -2x • CONE LENGTH c t _ • studs }4 :.4.- . "{}` e' / � ti}- 1 l , :', j�:`• ` � y S, D_ r �. y+ "`,�' �`� 1., e? , 1�J p,. a••.: ✓ A35 ,)/ tf l ^ a " E : R:R ... i i ; 1' �c2 nn f, !ux" '.' +'..:� �, $"` " r� I 1'2 ' • . j ,:, d U• I'� p ./. - i I 3 ,� ,. c! c L ,F a ' +: '�fr,,..7:47.4f-*- c�� ..'' a * £' ; .. �sn u —s .; a . f '∎, �`b r? _,, A35 [STHD14 or STHD14RJ w/ (38) 16d sinkers: T ° 4430 # I k35 w/ (12) 8d F = 950 # I ISTHD10 or STHD1ORJ w/ (28) 16d sinkers: T • 2990 # JAMIESON CONSULTING CONSULTING ENGINEERS 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 SIMPSON WOOD Strong -T CONNECTORS CONNECTORS THERE IS NO MILL Nov.12. 2003 2:27PM BMC WEST BUILDING MATERIALS Dustin (farrow BMC West Everett Truss Division 320036hAvenue NE TiL 42:10030e61 Fax. 425,262430e No.0009 P 2 To whom it may concern, In regards to the ladder framing between the C2 trusses on J.A.K. house hot 11.T The assumption is taken the ladder framing is 2' -0" o.c. to support the plywood roof diaphragm. Ladder framing should be installed perpendicular to the top and bottom chords of the C2 trusses. This is sufficient; the C2 trusses are designed to carry 3' -0" of roof load each. RE E . L Da; -1 2003 BUILDING DEPARTMENT EWNORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville. WA 98072 November 11, 2003 To: Pierce County RE: Dream Catcher Homes ANW Plan M2675A3SU -1 P: 425 -485 -4900 F: 425 -487 -6585 Toll Free:1- 888 -ARCH -100 Email: ANW @ArchitectsNW.com To Whom It May Concern: It is acceptable to lower all beams to be flush instead of upset into floor. If you have further questions regarding this matter, please feel free to contact my office at (425) 485- 4900. Thank you for your time and assistance in this matter. Sincerely, Zachi ' ams Systems Manager Architects Northwest, Inc. h TEart , inc e l lehttkeltr� +evaa1001831341Swrvmlalal9tieil nauction 11%644 IMO LI AeDnl90Rllra1 &mom • Fleld Re.. x• -L , :a ob No. - Page • F;eppott No. Time O 6lle me Off Sire . . D ,, - : G Day OF Week u - } � r -s � �.na � } �' � „ trials taetl1 P(aCe tt ., Sub l of rev WA 98005 aellevue (425) e43 -3760 • Toll Free m8147394870 — PAX (425) 746.0890 . • AILY ELD REPOREP noll T ime .� Pam No. Vleltors - .. I / •• -� -: . _- General Contractor genera! . -. • s slper{rd ndent ClentiOwrter R ooan'd Unt neolosa ey Madill) ColilrICtor Grading Foreman ... • . • • By i' ___ Date 6 b6 O Are approved Plans/Permits on -site i Yes ■ Na Pro = « No. Permit No. If No, contact the s ilding department or explain below: � l R ... i .�: f l �� a.• . <.: A. • r�'. IIIIIIIIIIUIIMIIIIIIIWIIIIIII • -+� :_mot_ .:.. . _ - � jr _f ?1111111 . g ill"allr"5""MiPIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.I.ia 1.111111 1 /111/1/ 11.11111.111.111111 'CAI JAI I — —, L... -- _ -.. i /� ,..ail 1 4 i) /1 " 4 4. i A't• r WAWA,' 1W - "122A �a 701 .111101EIMI/111111101111 -w -' : ' COPY TO: " `' l! - UV C • NT1NUED ON NEXT PAGE ❑ J r 08/26/2003 02:23 4257460860 08/26/2603 13:56 2538389718 ryn EARTH CONSULTANTS MINUTEMAN PRESS F W PAGE 02 PAGE 02 ,. L.9/08/2003 08:50 4257460860 FAX TO: ay FROM: ,..11. .. i . SUBJECT: Pt R At rg- FAX COVER SHEET CC:1. (.1 1 Q T u w t I C. es 'Du..n a vva,i rY1.r m r' enc.? 2 . L..." ,..a EARTH CONSULIANIS Reference: 6'1017(o Date: Oct 9c3 FAX NUMBER: •2oC0. 242- . ©-} 2 �+rty o 1 -64.4. o 61,(o NUMBER OF PAGES INCLUDING COVER SHEET: 3 If you have any questions, please call (425) 643 -3780 Our FAX number is (425) 74-608 -60 2c-.. o r2T3 /4-60 -XeZ ro 1805.136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746-0860 Toll Free (888) 739.6670 1 <' s' sP13 iX�41 ':k:.aYi.'`:?Qi+;o;��'� «':i:i' . 2.0 CD -L131 - 3 (LCD 5 -'AGE 01 Earth Consultants Inc. GceicchnIc I Cnsfin m, Ccvb,gisis & EnNrorltnrtnlrilS,len ts ,,c. $ 74z ' Q's Tr cxazre>rD t LIJh.' . 1._ -r _ . Q - - • o...l • t _ .► .. - - �ee.I..te IZ vgALd , a Cr A P --..1..1Lg6t . i4, rrve t ,3t.•.>lta.pe.,j . iI I ,za, �. -.os,lrs - cry _ 'r►+ts S j R.,.t, r+wl2 IF. A•. -.I..� lot 9 — t2 1.10.J G2t.1.+ a ° . C.s•vsrtte. e•�t ./u�45 .:._oa.ke t r-t_.raSE teal Gr3t,tFoa C „r a 1t,..ms s wz t,a/ 4s t6 5 1z* C mcan-a).41 N . • L cll - Z e e I2a Leer Z .. � _. • - or t S • ).-No G o M•. • - .r • 4✓ s T i - — ! .v■ • — :.--1 .Y - - .n.. i.C._ ■ - _. rau.C.•"la - ?ow_ ray Cit.w.TL4 MED i- -eke As,Sxa ores a or f2 Gc.46�! G.cn-e Te c.Tdl� • ..01...w nr 41i...e., C. A..Z•4 l T . • • . te.AT (VA : •• • - setae •.-r - Lcrr - -e- 14.1372 • L Tu CA - r ' -5,44, o ► = TW N oa.. e . - 1.44,141eICO C,a 1.--st .110 cif , Cas+•. (1/44 44,4 T4 'P107 41 L . t.tf.. GL - D e.T Ma A0- ttritvire 'j' Je. Ty f 456- -- et lZ, 0 0A, 4 CI Witt OM _. G Gar-. -L. L. 2.__ L. NI e : I Ya3 • EC.X. EC. tilt ii.. -,:. ..; zot? � tcnr422:3 1 C':� �. 4,- 764. 25'5”. �7G Z �`` Zr T1 C . . 437 - • 045 Fi -- . r c • O s' tP:1/ tntId Ott on Project N i i� s i af. l4o.+ta } General Contractor Grading Contractor 4L7f40000U Earth Consultants, Inc calw.Titttk,s P!r*Vr1. ORfbprit A 0AffnmInisY4felwegA Owymicilon TrmnR A MAO/ I WAX, hmeetrnn Ari't' 1805 138th Places N.E., Suite 201 • Bellevue. WA 98005 Bellevue (425) 643.3780 • Toll Free (888) 739.6670 FAX (425) 748.0860 DAILY FIELD REPORT Grading Foreman Are approved Plans/Permits on -site ❑ Yes ❑ Project No. Permit No. ■1•1\ I I I VU11JIJ1■ 1 111 I • ..+ Field Rep. rA - p/ Time o Slte 23: 30 Awl Travel Time 1. 5 Permit No. Job location (CASCADE" G..e:H) 4 17. ° ' J) Sr , u k,, 111 General Contractor's Superintendent Job No, Time Of[Stte 9:4 5 Ate Mlles 6o Weather y / e lEAL W /bowl Hrs. Charged vbltora f o Client/Ov.msr S. A k as�%*,n5+i1 Pape of Z Date 09.04. 0 3 Received Unchecked By 1 .'1v.. IJ N Day of Ws Thin '17AvJ rii63 If No, contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE ❑ I `�4 ; :•10 VJI VV/ L'+V•• 4nso • •••.+ Proiect (411.1. t Je. Ulowait:s Earth Consultants, Inc raT•Cr1r,1at1Fnl "GmkrM'aL•1f.lRrrnmar O IRAAI n TANAK A 10131 WADI) hixrf1'n ant 1806136th Place N. E., Sub 201 • 11)4111evtAt, WA 96005 ReUwue (425) 643 - 3780 • ToN Free (888) 739 FAX (425) 746 -0880 DAILY FIELD REPORT General Contractor Grading Contractor Job location CCAS0*4 EE m i) 42 51 Sr - 4146.2 Field R Time Of Site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. OD/ 76 Tern Off Site Miles Client/Owner .7:4.k Page 2/0 Date 4.at.a3 Repot Nos Day or Week Ti4b,� Weather Hrs. Char1. Visitors Received Unchecked By Ctle i By_ IA] • Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below COPY TO: CONTINUED ON NEXT PAGE ❑ 1 AL' . • • _ reel*" et Lai- 2O — .EVE4I. G4.0-1 ...1 Dar -..1) ' ....- t . I✓6 S 0 - _ .�- c 'S ' L o? 'Z a f' 4 6.....T' L.a i • /4+-k• A . t -tq (,e c ,1 taitco tai JAI o rl ii 9rC C i p ri 0s-4 'L5 1 } . il__..... I = -I► _ I. a. / lej I tl' $ 331R7 * 4 FIJI/ ...AU ` TVL�: j VJI VV/ L'+V•• 4nso • •••.+ Proiect (411.1. t Je. Ulowait:s Earth Consultants, Inc raT•Cr1r,1at1Fnl "GmkrM'aL•1f.lRrrnmar O IRAAI n TANAK A 10131 WADI) hixrf1'n ant 1806136th Place N. E., Sub 201 • 11)4111evtAt, WA 96005 ReUwue (425) 643 - 3780 • ToN Free (888) 739 FAX (425) 746 -0880 DAILY FIELD REPORT General Contractor Grading Contractor Job location CCAS0*4 EE m i) 42 51 Sr - 4146.2 Field R Time Of Site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. OD/ 76 Tern Off Site Miles Client/Owner .7:4.k Page 2/0 Date 4.at.a3 Repot Nos Day or Week Ti4b,� Weather Hrs. Char1. Visitors Received Unchecked By Ctle i By_ IA] • Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below COPY TO: CONTINUED ON NEXT PAGE ❑ 1 "1 AUG-23-2003 12:51PM FROM-ARCHITECTS NORTHWEST -• Date Permit No. FILE COPY . • 1 understand that the Plan Check approvals are subject to errors arid omissions and of. plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. 1 =1iVro'aZION PERMIT CENTER dt r, • 6.y h.,1 • ' r) .f,5 ir r ,/! . • to , ..■ ,.... .,_., 11\--V4][ Mitchell Engineering, Inc. 7821 - 168th Ave NE Redmond, WA 98052 (425) 747-1500 • Fax (425) 747.-5403 To: 4- Gt. , ....-- Date: AC. 0,5 . 7 1 4 3 Job#: A !mem Job Name: Subject: r 0.1 WALL glaiski-J Fax: 425-487-6585 T-135 P.001/002 F-475 M '‘' N.TCHELL ENGINEERING INC. AUG -23 -2003 12:51PM FROM- ARCHITECTS NORTHWEST 425 - 487-6585 PREPARED BY DATE Cetaw144* 12" i 4 C� 1 roc 1;-2L 44-,g4L'el„ I ' 4 4alDwva. a 60L. 44 W ea: 5 • PROJECT SUBJECT, • I� 4 a 1 -*0 1� i - i � 1 h i trv �) .. • '. • • • • i p a. 15r.% T rc A4re- 101Xi-if mss. FILL o '' . ✓ • • 1 4- 3 ' T -135 P.002/002 F - 475 7E121 - 168th Ave. Redmond, WA 9. (425) 747- t RECEIVED CITY OF TUKWILA AUG 2 52003 PERMIT CENTE1� SE.er !� • • w SHEET NO. , 2 OFZ JOB NO. 0.6 ~,7/ C1 Y CF TU'MILA APPROVED AUG P'1 �7�Ft..1 AUG 2 • i3 z QQ _ JU 00 OD 0 W= 1-- U) W g - OD 7 ' ) = W z = W W Uc) O H w z I U= 0 1— z • Uniformly Loaded Floor Beam(97 UBC (91 NDS)1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3-1 - Lo :tion: BEAM BETWEEN DINING AND LIVING Summary: 5. I • 11.50 IN x 8.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use ection Adequate By: 54.0% Controlling Factor: Area / Depth Required 8.15 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: Beam Data: Span: Maximum Unbraced Span: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor Loading: Floor Dead Load: Side One: Floor Live Load: Tributary Load Span(Side One): Side Two: Floor Live Load: Tributary Load Span(Side Two): Live Load Duration Factor: Wall Load: Average Uniform Live Load: Beam Loading: Beam Total Live Load: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Controlling Total Design Load: Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: FILE COPY understand that the Plan Check approvals arF: 1 urtdc rava, . t . tr.� errors and omissio Valiattl violation any r t Rut.h� :Ize= the , „ t of can- DLD= LLD= TLD= RL= RD= RT= BL= L= Lu= L/ L/ DL= LL1= TW1= LL2= TW2= Cd= WALL= LLave= wL= BSW= wD= wT= wTcont= Fb= Fv= E= Fc_perp= Fb'= Fv'= M= V= Sreq= S= Areq= A= Ireq= I= 0.01 IN 0.05 IN = L/1936 0.06 IN = L/1518 2400 661 3061 0.89 8.0 1.334 360 240 10 0 0.0 40 15.0 1.00 0 40 600 15 165 765 765 1350 85 1600000 625 6123 2328 54.5 121.2 41.1 63.2 129.7 697.0 LB LB LB IN FT FT 1348 PSI 85 PSI RECET ILA CITY OF J UL 2. 4 2.003 PERMIT CENTER PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF PLF PSI PSI PSI PSI FT -LB LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor BeamF 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEAM BETWEEN NOOK AND FAMILY ROOM Summary: 3.50 IN x 11.875 IN x 14.0 FT / 2.0E WS Parallam - TRUS JOIST - MACMILLAN Section Adequate By: 9.9% Controlling Factor: Moment of Inertia / Depth Required 11.51 In Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.42 IN = 11396 Total Load: TLD= 0.54 IN = L/311 Reactions (Each End): Live Load: RL= 3360 LB Dead Load: RD= 911 LB Total Load: RT= 4271 LB Bearing Length Regd.: BL= 1.88 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 0 PSF Tributary Load Span(Side One): TW1= 0.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 12.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 130 PLF Total Maximum Load: wT= 610 PLF Controlling Total Design Load: wTcont= 610 PLF Properties For: 2.0E WS Parallam- TRUS JOIST - MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2892 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 290 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 14947 FT -LB Shear (@ d from beam end): V= 3667 LB Comparisons With Required Sections: Section Modulus: Sreq= 62.1 N3 S= 82.2 N3 Area: Areq= 19.0 N2 A= 41.5 N2 Moment of Inertia: Ireq= 444.6 N4 1= 488.4 N4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEAM IN FRONT OF CENTER GARAGE BAY Summary: 5.50 IN x 11.50 IN x 13.0 FT / #1 - DOUGLAS RR-LARCH - Dry Use Section Adequate By: 16.1% Controlling Factor: Section Modulus / Depth Required 10.67 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= 1= 0.11 IN 0.21 IN = L/752 0.32 IN = L/488 2340 LB 1270 LB 3610 LB 1.05 IN 13.0 FT 1.334 FT 360 240 10 PSF 0 PSF 0.0 FT 40 PSF 9.0 FT 1.00 90 PLF 40 PSF 360 PLF 15 PLF 195 PLF 555 PLF 555 PLF 1350 PSI 85 PSI 1600000 PSI 625 PSI 1348 PSI 85 PSI 11732 FT -LB 3078 LB 104.5 N3 121.2 N3 54.4 N2 63.2 N2 343.2 N4 697.0 N4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3-1 - Location: BEAM IN FRONT OF FURNACE Summary: 5.50 IN x 9.50 IN x 11.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 69.5% Controlling Factor: Section Modulus / Depth Required 7.30 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S. Area: Areq= A= Moment of Inertia: Ireq= I= 0.04 IN 0.15 IN = L/900 0.19 IN =L/695 1540 LB 455 LB 1995 LB 0.58 IN 11.0 FT 1.334 FT 360 240 10 PSF 0 PSF 0.0 FT 40 PSF 7.0 FT 1.00 0 PLF 40 PSF 280 PLF 13 PLF 83 PLF 363 PLF 363 PLF 1350 PSI 85 PSI 1600000 PSI 625 PSI 1349 PSI 85 PSI 5486 FT -LB 1708 LB 48.9 N3 82.7 N3 30.2 N2 52.2 N2 157.3 N4 392.9 N4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEAM OVER LIVING ROOM WINDOW Summary: 5.50 IN x 9.50 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 47.0% Controlling Factor: Section Modulus / Depth Required 7.84 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.07 IN = L/1330 Total Load: TLD= 0.09 IN = L/1038 Reactions (Each End): Live Load: RL= 1600 LB Dead Load: RD= 451 LB Total Load: RT= 2051 LB Bearing Length Reqd.: BL= 0.60 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 0 PSF Tributary Load Span(Side One): TW1= 0.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 10.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 400 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 113 PLF Total Maximum Load: wT= 513 PLF Controlling Total Design Load: wTcont= 513 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 874 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 85 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 4102 FT -LB Shear (@ d from beam end): V= 1645 LB Comparisons With Required Sections: Section Modulus: Sreq= 56.3 N3 S= 82.7 N3 Area: Areq= 29.1 N2 A= 52.2 N2 Moment of Inertia: lreq= 106.4 N4 I= 392.9 N4 3•.. s' 4i:1.: .:rs.....;:.u.r..+�.:'.w;v:.:it r.., �� .:ic�util.ii.i;...d� �...u.Y..c:�t,twt . �: i:. N. a. ,:..::�.�;u= iWn,a,i..ac:.•��:�: Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEAM SUPPORTING DECK Summary: 3.50 IN x 9.25 IN x 9.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 20.3% Controlling Factor: Section Modulus / Depth Required 8.43 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Regd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= 1= 0.02 IN 0.12 IN = L/901 0.14 IN = L/755 1350 LB 260 LB 1610 LB 0.74 IN 9.0 FT 1.334 FT 360 240 10 PSF 60 PSF 5.0 FT 0 PSF 0.0 FT 1.00 0 PLF 60 PSF 300 PLF 8 PLF 58 PLF 358 PLF 358 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1048 PSI 95 PSI 3623 FT -LB 1335 LB 41.5 N3 49.9 N3 21.1 N2 32.3 N2 92.3 N4 230.8 N4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: FLOOR BEAM OVER GARAGE Summary: 3.50 IN x 11.875 IN x 14.0 FT / 2.0E WS Parailam - TRUS JOIST - MACMILLAN Section Adequate By: 9.9% Controlling Factor: Moment of Inertia / Depth Required 11.51 In Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.42 IN = L/396 Total Load: TLD= 0.62 IN = L/271 Reactions (Each End): Live Load: RL= 3360 LB Dead Load: RD= 1541 LB Total Load: RT= 4901 LB Bearing Length Reqd.: BL= 2.15 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 0 PSF Tributary Load Span(Side One): TW1= 0.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 12.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 90 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 220 PLF Total Maximum Load: wT= 700 PLF Controlling Total Design Load: wTcont= 700 PLF Properties For: 2.0E WS Parailam- TRUS JOIST - MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2892 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 290 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 17152 FT -LB Shear (@ d from beam end): V= 4208 LB Comparisons With Required Sections: Section Modulus: Sreq= 71.2 N3 S= 82.2 N3 Area: Areq= 21.8 N2 A= 41.5 N2 Moment of Inertia: Ireq= 444.6 N4 I= 488.4 N4 Uniformly Loaded Floor Beamf 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: GARAGE DOOR HEADER Summary: 3.50 IN x 11.25 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 21.2% Controlling Factor: Section Modulus / Depth Required 10.22 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Regd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW Side Two: Floor Live Load: LL Tributary Load Span(Side Two): 7 W 2 = Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.10 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= I= 0.02 IN 0.07 IN = L/1442 0.08 IN = L/1135 1920 LB 518 LB 2438 LB 1.11 IN 8.0 FT 1.334 FT 360 240 10 PSF 0 PSF 0.0 FT 40 PSF 12.0 FT 1.00 0 PLF 40 PSF 480 PLF 10 PLF 130 PLF 610 PLF 610 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 960 PSI 95 PSI 4877 FT -LB 1867 LB 61.0 N3 73.8 N3 29.5 N2 39.3 N2 103.7 N4 415.2 N4 Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 Bv: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEAM BETWEEN NOOK AND KITCHEN Summary: 7.00 IN x 16.00 IN x 24.0 FT / 2.0E WS Parallam - TRUS JOIST- MACMILLAN Section Adequate By: 60.5% Controlling Factor: Moment of Inertia / Depth Required 13.66 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Reqd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Concentrated Load P2: Live Load: PL2= Dead Load: PD2= Total Load: PT2= Location: X2= Properties For: 2.0E WS Parallam- TRUS JOIST - MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =0.97 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 12.0 FT From Left Support Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Sreq= S= Areq= A= Ireq= I= 0.17 IN 0.50 IN = L/578 0.67 IN = L/433 2513 LB 955 LB 3468 LB 2727 LB 1008 LB 3735 LB 0.76 IN 0.82 IN 24.0 FT 0.0 FT 1.00 360 240 40 PLF 10 PLF 27 PLF 77 PLF 3640 LB 910 LB 4550 LB 12.0 FT 640 LB 160 LB 800 LB 16.0 FT 2900 PSI 290 PSI 2000000 PSI 650 PSI 2809 PSI • 290 PSI 36060 FT -LB 3632 LB 154.1 N3 298.6 N3 18.8 N2 112.0 N2 1488.6 N4 2389.3 N4 Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEAM IN FRONT OF FAMILY ROOM WINDOW Summary: 3.50 IN x 11.875 IN x 14.0 FT / 2.0E WS Parallam - TRUS JOIST - MACMILLAN Section Adequate By: 41.5% Controlling Factor: Section Modulus / Depth Required 10.50 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Reqd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Concentrated Load P2: Live Load: PL2= Dead Load: PD2= Total Load: PT2= Location: X2= Concentrated Load P3: Live Load: PL3= Dead Load: PD3= Total Load: PT3= Location: X3= Properties For: 2.0E WS Parallam- TRUS JOIST - MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 7.0 FT From Left Support Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Sreq= S= Areq= A= Ireq= I= 0.19 IN 0.30 IN = L/565 0.48 IN = L/347 2475 LB 1556 LB 4031 LB 2475 LB 1556 LB 4031 LB 1.77 IN 1.77 IN 14.0 FT 1.334 FT 1.00 360 240 50 PLF 30 PLF 10 PLF 90 PLF 1500 LB 900 LB 2400 LB 2.0 FT 1250 LB 750 LB 2000 LB 7.0 FT 1500 LB 900 LB 2400 LB 12.0 FT 2900 PSI 290 PSI 2000000 PSI 650 PSI 2892 PSI 290 PSI 14008 FT -LB 3942 LB 58.2 N3 82.2 N3 20.4 N2 41.5 N2 338.0 N4 488.4 N4 • Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: BEDROOM 2 WINDOW HEADER Summary: 3.50 IN x 9.50 IN x 7.0 FT / 2.0E WS Parallam - TRUS JOIST - MACMILLAN Section Adequate By: 17.7% Controlling Factor: Section Modulus / Depth Required 8.76 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Reqd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: WD= • Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Properties For: 2.0E WS Parallam- TRUS JOIST - MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =0.99 Cf =1.03 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 3.5 FT From Left Support Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Areq= A= Moment of Inertia: Ireq= I= Area: 0.06 IN 0.10 IN =L/857 0.16 IN =L/533 2050 LB 1258 LB 3308 LB 2050 LB 1258 LB 3308 LB 1.45 IN 1.45 IN 7.0 FT 2.0 FT 1.00 360 240 50 PLF 30 PLF 8 PLF 88 PLF 3750 LB 2250 LB 6000 LB 3.5 FT 2900 PSI 290 PSI 2000000 PSI 650 PSI 2961 PSI 290 PSI 11040 FT -LB 3239 LB 44.8 52.6 16.8 33.2 112.7 250.0 N3 N3 N2 N2 N4 N4 Multi- Loaded Beam197 UBC (91 NDS) 1 StruCalc 4.06 Bv: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 05 -08 -2001 Project: 2675A3 -1 - Location: CENTER BEAM OVER GARAGE Summary: 5.25 IN x 9.50 IN x 13.0 FT / 2.0E WS Parallam - TRUS JOIST - MACMILLAN Section Adequate By: 2.2% Controlling Factor: Moment of Inertia / Depth Required 9.43 In Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.42 IN = L/368 Total Load: TLD= 0.56 IN = L/280 End Reactions(Left Side): Live Load: RL1= 5702 LB Dead Load: RD1= 2151 LB Total Load: RT1= 7853 LB End Reactions(Right Side): Live Load: RL2= 2858 LB Dead Load: RD2= 847 LB Total Load: RT2= 3706 LB Bearing Length Reqd.(Left) : BL1= 2.30 IN Bearing Length Reqd.(Right): BL2= 1.09 IN Beam Data: Span: L= 13.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= 400 PLF Dead Load: wD= 100 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT= 512 PLF Concentrated Load P1: Live Load: PL1= 3360 LB Dead Load: PD1= 1541 LB Total Load: PT1= 4901 LB Location: X1= 1.0 ET Properties For: 2.0E WS Parallam- TRUS JOIST - MACMILLAN• Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2972 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.03 Fv': Fv'= 290 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 13408 FT -LB 5.764 FT From Left Support Shear (@ d from beam end): V= 7447 LB Comparisons With Required Sections: Section Modulus: Sreq= 54.2 N3 S= 78.9 N3 Area: Areq= 38.6 N2 A= 49.8 N2 . Moment of Inertia: Ireq= 367.2 N4 1= 375.1 N4 ACTIVITY NUMBER: D03 -219 PROJECT NAME: CASCADE GLEN - LOT 11 SITE ADDRESS: 3809 S 132 PLACE DATE: 08 -27 -03 Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # X Revision # 1 after permit Is Issued DEPARTMENTS: rzg-c,13 Buildig Division Li Public Works ❑ Complete Incomplete ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural 0 PERMIT COORD COPY Planning Division ❑ Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -28 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INmALS: DATE: DUE DATE: 09 -25 -03 Not Approved (attach comments) 0 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 7�, i:aiL.iu:�ticiF' LYaYaaSSY';ta nu T,?t.4 slit +.F,t ACTIVITY NUMBER: D03 -219 PROJECT NAME: CASCADE GLEN — LOT 11 SITE ADDRESS: 3809 S 132 PLACE X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 07 -24 -03 Revision # After permit Is Issued DEP RTMENTS: Bui ing Division Publi�W Works ro-5 Complete 1- COORu copy PLAN REVIEW /ROUTING SLIP ?( ../eL 7 -28.03 Fire Prevention Structural ❑ Incomplete ❑ Planning Division 0 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -29 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT •NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -25 -03 Approved ❑ Approved with Conditions rF1 Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 COORD DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,,.. .. r•_._.� •�.. .. f a;.:. w ?I�.i:iiTw.t�.dct:s5p;�4 1fY,'Al"fti? sus'' iu4 � ERu ,:�;n. r...i�i;nhw���?i: �ii. �h1xt4 .�« z w J U 00 o O J U) u. w co u.j =w z � I— w 0 o E- w w `— W Z UN H O ~ z Revision I No. I Date Received Staff Initials Staff I Initials I Staff Initials Date Issued Staff Initials i e 3 Summary of Revision: S,i5 I Received By: . 1 Summary of Revision: Received By: ;� ,S Received�� Revision No. Date ! Received I Staff Initials Date Issued I Staff Initials ! Summary of Revision: Summary of Revision: Received By: Summary of Revision: Received By: Revision No. • Date Received Staff Initials Date I Issued Staff Initials 1 ! Summary of Revision: ! Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials N Summary of Revision: _ ! Received By: Revision No. Date Received Staff Initials Date ! Issued ; Staff Initials N I ! Summary of Revision: Received By: PROJECT NAME: 6.A .4'._ Z 67(1 // Site Address: _ 8, 9 S /3Z. Pt - - -- REVISION LOG PERM!' J0:.. • 3 Original Issue Date: P/9 D3 (please prim) (please print) (please print) (please print) (please print) • City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 /z c:76 • Plan Check/Permit Number: f 3 _ Z 1c) 0 Response to Incomplete Letter # 0 Response to Correction Letter # .R] Revision # I after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: c c . Project Address: 3 9o" Contact Person: -�74 i z Phone Number: ( G 71-f Summary of Revision: ai Ca, IWO 2 5 7003 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . t Entered in Permits Plus on e d3 08/06/03 fr w SITTS & HILL ENGINEERS, . INC. CIVIL STRUCTURAL SURVIVING 2901 S. 40tl► STREET UCCK WA 90409 (293) 174 -9449 NORTH SCALE I " - 50' 50 0 50 100 BASIS OF BEARINGS BOUNDARY UNE ADJUSTMENT AFN 20000501900015 a 46 C" EASEMENT FOR PEDESTRIAN WALKWAY .-8J (SEE AFN 20030213002255 FOR ACTUAL UMITS ON THE WIDTH AND MATERIAL I OF SAID WALKWAY) A8805'28'20" R- 2915.00 L= 278.41 \ ":3 O S rt _ r a r+ 7' y' 1 "' C. l0' _ I I I I SOUTH UNE TRACT 60 RIVERSIDE INTERURBAN TRACTS ,II 15.00 227.28' t N71'03' 59"E 20.00' PRELIMINARY PLAT NO. -1.99-0023, L99 -0024 FINAL PLAT NO. L03.008 A PORTION OF THE SE 1/4 OF THE N'r! 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON REBAR & CAP LS 111926 A= 02'14'23" R= 2935.00 L= 114.73 / ---REBAR & CAP LS 111926 0� 9 1 -8-15' PUBLIC WATERUNE EASEMENT AFN 20020826001754 V (MODIFIES EAEMENT AFN 10 SIDEWALK EASEMENT AFN 20020826001754 ' f-.-- WATER EASEMENT (VARIES IN WIDTH FROM 18' -23' I PER AFN 20020924000206) 20000731002064) • N89' 17'51 "W 2.5' 149.43' 5.4' TRACT "F" LEAD Ic TACK SET ON S'LY EXTENSION 11.3' FROM CORNER 23.09' 15' UTILITIES EASEMENT 77.35' • 8 .�1 LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 589'17'51"E 120.00' 8 C' 0 TRACT "A" OPEN SPACE 300.99' LINE TABLE LENGTH 27.50 20.89 20.89 21.40 30.27 4.23 24.01 12.87 12.89 12.86 11.18 1.05 52.50 6.68 15.38 40.68 36.38 5.03 CASCADE GLEN 0 rt M Nil 0' �8'26•W • , b o a BEARING 589'53'40 "E N71'26'54 "E NOO'0O'2Q•E 535'35'09 "E S00'37'tni ,500'37'49•W NOO'37'491 500'42'09'1y 514'24'57"E NQ4'33'Q411 N48'23'44"y( N25'43'051y N42'53'19•W N48'26'49"W NO0'06'20 •W • LEGEND . 4 9 STANDA$„ OF TUKWILA MONUMENT • TO BE 0 ' FOUND REBAR & CAP STAMPED ISM 29294' • FOUND REBAR k CAP STAMPED ISM 29294' MAY, 2002, REPLACED WITH 1-1/2* ALUMINUM CAP STAMPED 'LS 17669" Ic LS 18002" . • FOUND MONUMENT AS DESCRIBED • ' SET LEAD & TACK STAMPED "LS 17669" (R) RADIAL BEARING EST. = ROAD ESTABUSHMENT PER KING COUNTY RESOLUTION NO. 26623 BLA • BOUNDARY UNE ADJUSTMENT ' • AFN 20000501900015 --- +�=++- EXISTING WOOD FENCE - -o ---- -o . OLD CEDAR POST Ik 8ARBWIRE FENCE IN POOR CONDITION (LOCATED JAN. ' STREET ADDRESS . Q INGRESS, EGRESS AND UTILTITY EASEMENT PER EASEMENT RECORDED UNDER KING . COUNTY RECORDING NO. 20000731002065. (TRACT N89' 17'37"W 367.16' 220.14' .. 90.23' N89' 18'48'W 450.99' N 1'26' 11)= "E NOO'06'20 "E • " a ss ; 5' . 5 '33 . CURVE LENGTH C1 39.29 C2 6� C3 15.00 C4 15.01 C5 C6 C7 C8 Cl C1 C11 C12 58.21' c_ 71.70' • �' To N N67'32'3"W 36.36 FENCE IS 3'*' NORTH CURVE TABLE 8.45 39.75 59.59 31.59 37.34 65.53 16.05 19.60 34.92 24.69 40.11 4,t &•3 29.92' S8l'49' N8 6'40"W 63 STORM DRAINAGE do ACCESS EASEMENT V1156 t � ) .3 S L6 RADIUS 25.00 325.00 325.00 325.00 325.00 110.00 35.00 52.50 52.50 52.50 52.50 52.50 52.50 160.00 160.00 DELTA 90'02'07" 11'52'33" 2'38'43" 2'38'44" 1'29'20' 2Q• 42' 10' 97'33'08" 34'28'25' 49'45'0,' 71'31'07" 17'30'44' 2173'17" 38'06'54" C50'25" 14'21'53', FOUND 3' BRASS MONUMENT IN CASE AT STATION 50 +441 OF ROAD ESTABUSHMENT (SEE REFERENCES USED) BUILDING UNDER CONSTRUCTION 75.00' N67'30'25"W 24.07' 147.02' ci 1 O N 8 REBAR Ic CAP "TRIAD' 23. 2003) 60.93' TRACT . 9.29' CURVE TABLE CONT. CURVE LENGTH C16 44.13 C17 44.13 C18 45.15 C19 9.83 C20 36.73 C21 52.82 C22 , 39.25 C25 29.16 C26 • 11.93 C29 56.73 C30 76.03 C31 RADIUS 160.00 160.00 160.00 160.00 275.00 275.00 25.00 25.00 50.00 65.00 65.00 35.00 4 200.00 215.00 300.00 DELTA 15'48'11' l5 '4p.+.w 1 f t0'QS" 3'31'01)", T39'06" 11'90' 19" P9 C23 C24 38.54 31.60 8C19'05" 30' 12'58" 2 41' 10'39'46" C27 C28 22.12 52.77 48'12'58' 1 5'07'06" 15'07'06 ", 14'31'16" 21.66 _ 300.00 _04'08'09' VOL. / PG. SHEET 3 OF NO0" '38"E - 547.90 CALC 548.00 EST 4 N88' 13'38"W 24.81' REBAR & CAP FALLS IN J -BOX UD - NOT SET n TRACT "D" 119.04' 0 r 1 1 38.62' (1 30'X150' INGRESS, EGRESS AND UTILTIY ESM'T PER BLA & MODIFIED •r - PER AFN 20000731002062; (SEE NOTE 5, PG. 4) .• 8 • in 589'53'40 "E 149.00' 85.18' - 589'53'40 "E �^ n 1 N119'19'1 7:W 4 / 105.85' 0 MO CIO + C3 105.00; DEED 105.85' CALC «GRAVEL'. FOUND DISTURBED REBAR do CAP -COULD NOT READ / 0.9' SO. OMINEI 30' IV) 11 0 1 z' n L 0 g \ 6 5 T i I ‘Ct OQ :- Z 1- I \lio c2' ao n A 30' 30' In n •r v► N 1 � W Liu w i 0 30' 3 9 lb FAN TESTED GFM • 0.5' P&&. MINIMUM FLEX DIAMETER MAXIMUM LEN&TH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LEN&TH FEET MAXIMUM ELBOYVS i 50 4 INCH 25'•O" 4 INCH 10' -0' 3 3o 5 INCH 90 '-O 5 INCH LOO' -O" 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 N/A 4 INCH 20 '.•0" 3 80 _ 5 INCH 15' -0' 5INCH 100' -0' 3 80 6 INCH 90' -0" 6 INCH NO LIMIT 3 100 5 INCH 2 N/A 5 INCH 50'-0" 3 100 6 INCH 45' -0" 6 INCH NO LIMIT 3 125 6 INCH I5'-O" 6 INCH NO LIMIT 3 125 1 INCH 10' -0 1 INCH NO LIMIT 3 FLOOR AREA. FT MINIMUM SMOOTH DUCT DIANE:TER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LEN&TN I BEDROOMS 30-60 6 INCH 1 INCH 2 OR LESS l 3 1 3 1 INCH 4 1 5 3 6 8 INCH 1 2O 8 110 -240 9 INCH I I INCH 20' •0" 3 MIN. MAX, MIN, MAX. 95 145 110 165 Q t 100 150 115 113 105 158 120 160 110 165 125 166 2001 -2500[ 10 105 65 126 100 150 115 1/5 130 195 145 218 160 240 2501-3000- ' 15 113 4 10 135 105 156 120 180 155 205 150 225 165 246 9001 -3501 Ao 120 95 143 110 165 125 188 140 210 155 233 110 255 3501 -4000 85 1215 130 195 145 218 '1 § 4001-500C 1 95 148 140 210 155 233 5001 -6000 t 105 136 150 225 165 246 6001 -1000 I 115 113 F4 160 240 115 263 1001-6009_ 125 188 170 ,255 185 218 6001 -9000] 135 203 160 270 195 245 $1000 _1 145 218 190 265 205 I 308 j REQUIRED mow (GFM) PER TABLE 3-2 MINIMUM SMOOTH DUCT DIANE:TER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LEN&TN I MAXIMUM NUMBER OF ELBOW a 2 30-60 6 INCH 1 INCH 20' -0" 3 1 60 -125 1 INCH 6 INCH 20'-0" 3 I15. -115 8 INCH IO INCH 2O 3 110 -240 9 INCH I I INCH 20' •0" 3 • GENERAL gaL?E ALL OtediUIRENeNTS of THE OM UNIFORM WILDING GODS, ALL APPLICABLE Gems AND AUTHORITIES NAVIN, JURISDICTION SHALL B!: rouoveo. ,DUILDIN6 CONSTRUCTION Type' VN SEISMIC ZON O• d 0441.1PANCY SNOUT R-d WIND !MEDM a0 MPH PIM ZONE' EXIVOURE GATf•ORYs I CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS MC CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY IMAGINE, AS 11152UIRED UNTIL ALL PERMANCNT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE /ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAMWNiES. SIT WORK siriMMAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENL'SED SOILS EN4 INEL'"R IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSWeD A SOIL BEARING CAPACITY OP 21000 POP. EXTERIOR POOTINEPS SHIALLL, BEAR 1'•6" MINIM4JM BELOW FINISHED GRADE. ALL POOTINde TO DEAR ON PIRJ4, UNDISTURBED EARTH BELOW ORGANIC 3URPACC SOILS. ALL BACK PILL MATERIAL. SHALL BE THOROU6I LY COMPACTED. FOUNDATION VENT'S SHALL NOT iurepereme WITH DIRECT LOAD PATH OP COLUMS. CIONCRETE 6FN AL GLANS AND USE A. POOTI Nb3 B. SLABS ON GRADE 3" I -1/2" I -1/2" 5/4 CARPENTRY F'G 2500 2500 GLEE LAMINATED TIMES POU6-FIR LARCH (24P -V4) STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER PARALLEL STRAND LEER LOADIN& ROOF FLOOR GEILIN & DECK INTERIOR PARTITION EXTERIOR PARTITION ......+.r.. . ,....�.. •....+. -,.. �.,. ,. 511,15 HEM -FIR 05 STUD GRADE JOISTS 4 RAFTERS HEM-FIR *2 (2x10) HEM -FIR *2 (2x12) BEAMS, HEADERS, LINTELS S 6 4" NOMINAL. L7OUS -FIR *2 6" NOMINAL DOUG -FIR MI �.T1 (UNITS I_ Nom`' • V SUJM° 5 -4 9 -4 MINIMUM SACKS / G.Y. 5-1/2 3-1/2 I. AIR ENTRAININCs AGENT- (5% TO 6%) TO BE USED IN ALL CONCRETE FLAT Y4ORK EXPOSED TO WEATHER. 2. POSSOLITH 300 somas (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 5. MIX MAY BE CESI6NED IN ACCORDANCE WITH THE PROVISIONS OP THE UNIFORM BUILDING GOIDE. 4. WATER TO CEMENT RATIO PER INFORM BUIL.DIN5 CODE. Rig INNORG1N6 STEEL ASTM A6I5 6RADE 40, REINPORGINS STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED. IN AGI REPORT 315. CONCRETE CAST A6AINlSiT AND PERMANENTLY EXPOSED TO EARTH. CONCRETE EXF•OSED TO EARTH OR WEATHER. BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. ALL FRAMING SHALL COMPLY YVITH THE UNIFORM BUILDING COD[ CHAPTER 23. ALL WOOD IN CONTACT 11T14 CONCRETE TO BE PRESSURE 'TREATED. 6 MINIMUM CLEARANCE BETWEEN MOOD AND EARTH. 12" MINIMUM CLEARANCE 917 ' °N FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. Ir 15 15 15 /5 95 65 165 285 240 15 PSF DEAD LOAD + 10 PSF DEAD LOAD + S PSF DEAD LOAD + 5 PSF DEAD LOAD + F 615 1,015 460 460 1,550 2,400 1,600000 2600 2,400 25 PSF LIVE LOAD 40 PSF LIVE LOAD 10 PSF LIVE LOAD 60 PSF LIVE LOAD E 1,2OOpOO 1200 1,5001000 I,00 000 1,600,000 Ib00P000 1,400x000 21`..00,000 w 40 PSF w 50 PSF • 15 PSF w 65 PSF s - 1 PSF w 10PSF Y4000 BEARING ON OR INSTALLED WITHIN I" OP MASONRY OR CONCRETE TO BE TREATED. WITH AN APPROVED PRESERVATIVE. SOLID BLOGKIN S OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/6" DIAMTER YWITM 2"x2 PLATE WASHERS • 4 ON CENTER UNLESS NOTED OTHERWISE. 1" MINIMUM EMBEDMENT. ALL METAL FIRAMIN6 ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRO 46' TIE CONNECTORS AS MANJFA&TURLD BY SIMPSON GOt. Ni Y OR APPROVED EQUAL.. PLY, Y�OD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE I/2" COX, UN IJ533 NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d • 6" O.G. AT PANEL !WOES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SIE:ATHIIN64 SHALL BE 5/4" COX "rONSUE 4 6ROOVE UNLESS NOTED OTHERWISE. MIINM4JM NAILING SHALL BE IOd • 6" O.G. • PANEL ED6ES AND 12 O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. 5TA6 S R AU., PANEL ED8ES AT ROOF AND FLOOR SHEATiIN6. ORIENTED STRAND BOARD (0.515) SHEATHINr6 PRODUCTS OP EQUIVALENT NT SPAN RAT1N 6S SHALL BE ALLOYED. GLUE LAMINATED TIMBERS ALL SLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARGI4, FABRICA TO THE REGIJIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OP SUCH &RADE TO PROVIDE NORMAL Y4ORKINS6 STRESS VALUES OP; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1000 PSI IN COMPRESSION PARALLEL. TO &RAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO 6►RAIN AND 165 PSI HORIZONTAL SHEAR (GOM DINATION 24F -V4). OUR LAMINATED TIC TO DE AITG CERTIFIED. USE WATERPROOF CUR. MANJFAGTURED 5SES ALL TRusees SMALL BE DESIONED BY RE6rI6TERED STATE EN I INRR AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE 6TMP D BY TM E 46INEER OR BY A QUALITY CONTROL AGENCY SUCH AO THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED MR APPROVAL PRIOR TO PABRIGA►TION. ALL NON MARINO WALLS OR PARTITICJNIB SHALL BE HELD AWAY PROM TEE MSS BOTTOM CHORD D WMTH AN APPROVED FA$TENlR TO ENSURE 114AT THE MEG BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTm0N. APPROVED HANSOM !H'A,L Or USED AT ALL CONNECTIONS OP RAPTERS, JACK OR HIP 11 TO MAIN OIRDER TAMES. ALL ROOF 1'1 I S 614 U. BE FRAMED AHD TIED INTO THE PRAM! MOO RK AND StJPPORTIN O POLLS SO AS TO FORM AN IN1 6RJAL PART OP 'TM MOLE STRUCTURE. ROOF 'TRUSSES SHALL L HAVE JOINTS WELL PITTED AND SHAD. HAVE ALL MOON MEMBERS Wd.L TIONTEMD BEFORE ANY LOAD 115 PLACED IPON THE MEG. DIASCR4AL AID MAY SHALL PE USED TO BRACE ALL TIRJId•CS. ALL TRUSSES SHADE BE DESIGN ED POR UNIPOIRM LrOAPIN O AO POLLOWIlle TOP CHORD SI PIP OP TRIOJTARY YMDTH BOTTOM CHORD I PEP OP IRIDUTARY NIDTN TILE ROOF 4111 P!P TOP CHORD I PSP BOTTOM GIRD PiIREPLAGES ALL MASONRY FIREPLACES AND CHIMNEY* * SHALL. BE CONSTRUCTED TO COPPORM TO ALL APPLICABLE PORTIONS OP THE UNIFORM BUIL.DINIS CODE AND The UNIFORM MECHANICAL GOD!!. MIA! LINER MINIMUM, O /8" PORE GLAY (OR E UIVALIENT) PLR UDC. PLUM AREA PER USG. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY PESIGP 7 TO SUPPORT ADDITIONAL. LOADS. ALL riiesmAcess !HALL Ile PROVIDED v m TIGHTLY PITTINI6 MLLE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL SAND AN OUTSIDE SOURCE OP COMBUSTION AIR. MINI•RJMI DUCT SIZE OP 6' SQUAW INCHES IN AREA PROVIDED WITH READILY AGGESEIBLE PAMPER LOCATED IN FRONT PART OP FIREBOX. PIREPA RIGATED FIREPLACES. GHIN+MEYS AND IMLLATCD COMPONENT'S TO BEAR U.L. OR 1.43.0. SEAL OP APPROVAL AND TO BE INSTAUJED PER MANJPACI REWS SPECIPIGATIONS. HEARTIES SHALL EXTEND 20" MIN) IN MONT OP AND 13" (MIN,) BEYOND EACH SIDE OP PIREPLAGE OP!P4INII►R. PIREPLAGES SHALL BE PROVIDED WITH TIGHTLY PITTING GLASS OR NETAL DOORS. INSULATION AND MO IS PROTECTION UN.ElSIS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHNNOTON STATE ENl7R4rY CODES. INSULATION DAPPLES TO MAINTAIN I -1/2" CLEAR SPACE ABOVE INSULATION. . DAPPLES TO EXTEND 6" ABOVE !MATT INSULATION. DAMES TO EXTEND 12" MOVE LOOSE PILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BAITS. PRIGTION PIT PAGED SATTS USE 4 MIL (0.004 9 POLYETHYLENE VAPOR DrARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OP ON! (MAX) R -I0 INSULATION UNDER ELECTRIC YVATZR HEA'TE'RS. INFILTRATION CONTROL, I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS EMMEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THIROU&H WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INC.LUDIN16► ACCESS PANELS INTO UNHEATED SPADES, SHALL BE SEALED, CAULKED, &ASKETED OR YE:ATF!R- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DE3I6NlED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITIONS. DOORS BETWEIM RESIDENCE AND 6ARfr6E ARE NOT CONSIDERED "FIRE - RATED" AND MUST MEET THE ABOVE REQUIREMENT. ENT. 5. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING, TO STANDARD ASTMI E 265.13. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL NeATfelt-smirreo, CAJLKED A t4D MADE TIGHTLY PITTlNI6. 4. LI6HHT FIXTURES TO LIMIT AIR L.EMC,JA6E PER W,S.E,G. PIPING FOR HOT MATER / STEAM SYSTEMS OF PIPIN6 FOR CONTINUOUSLY GIRGL L-ATIN16 HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE VtS.EG. SERVICE WATER PIPINStS SHALL BE INSULATED TO A MINIMUM OF R-5. VAPOR BARRIERa I GROUND GOB AN APPROVED VAPOR BARRIER SHALL RE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED MERE GEILIN469 ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATT'S WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLE'S SHALL BE PLACED NOT MORE THAN 6" O.G. AND GAPS BETWEEN THE FAGINi6 AND THE FRAMING SHALL NOT EXCEED I/16 ". A 6R? COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAW. SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET PRIM VENTILAT11 6 AREA FOR ATTIC VENTILATION MAY BE I/500 OF TIE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RAT1N6 NOT EXCEEDINIS ONE IS INSTALLED ON THE WARM SIDE OP re IN E L.ATION . • itaisswestbse TA1114.1.1 mones POR411111UM RQ04MMMCY CLIMATE ZONE * thsok 131 L UL Gods %.d Floor 12% I,,' d Grey R-3 pp U•Fa6'Ior Vertical 0.35 0.40 , 0.40 Overhead" 0.5E 0.56 03$ DM' 9 U -Paco` 0.20 0.20 R -'1S Vaulted Gable R -30 R-30 R-30 Ahem Graded R1S 1 -21 1 -21 War• Ine Below Grade R -15 , R -21 R -21 Wad• erce Below Grade R-10 R -10 R-10 Ross , 130 R-30 1-30 Slab on Clads 1-10 1-10 110 0. NOMINAL R- VALUES ARE FOR WOOD FRAME A56EME5LIES ONLY OR ASSEMBLIES BUILT IN ArGGORD,ANGE WITH SECTION 601.1 OF THE YWS,F.G. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A 6L.AZIMMS RATIO TO THE GONDIT ZONED FLOOR AREA OF 15%, IT SHALL GOMP'LY WITH ALL OF THE REGVIREMENTS OP THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE 5PEGIFIG REQUIREMENTS OF A LISTED OPTION ABOVE MAY GAJ.GtLA►TE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE YM.SLG. 2. RE JI LT' APPLIES TO ALL CEILINGS EXCEPT T 31NOLE RAFTER OR JOIST VAULTED GEILIN63. 'ADV DEMOTES ADVANCED FRAMED GEILIN6. 5. REGIJIREMEIT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW DY4 GRADE WALLS SHALL BE INI.ATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OP R -I0, OR ON THE INTERIOR TO Tie SAME LEVEL. AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED POR IT'S INTENDED USE, AND INSTALLED TO THE MANUPAGTLRER'S SPECIFICATIONS, SEE SECTION 602.2 OF THE IN.S.ELG. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. RECLJIRED SLAB PERIMETER INSULATION SHALL DE A WATER RESISTANT MATERIAL, tlw4JPAGT REP FOR IT'S INTENDED, AND INSTALLED ACCORDINS TO THE MANUFACTURER'S SPEfC.IFIGAT10N5. SCE SECTION 602.4 OP THE VtSLC. 1. NOT USED IN CLIMATE ZON! I. 6. NOT USED IN CLIMATE ZONE I. 4. DOORS, INCLUDING ALL PIKE DOORS, SHALL BE ASSIGNED DEFAULT LI- PAGTORS PROM TABLE 10.66 OP THE WI.SLG. 10. ICBM! A MAXIMUM •I.AZIN S AREA IS LISTED, 1 '! TOTAL AREA (COMBINED vorncAL PLUS ) AS A PERCENT OP GROSS CONDITIONED FLOOR AREA !MALL BE LEM THAN OR CC AL TO THAT VALUE. OVERHEAD OLAZ2NO YIN U- PAGTOR OP V•OAO OR LESS IS NOT INCLUDED IN MLAZW * AREA LR4ITATIONS. II. OVERHEAD •LAZJt* 5156 I. HAVE U- PAGTOIIS DETERMINED ED IN ACCORDANCE FM WPC ru OR AIS SPECIFIED IN SECTION 50215 OP THE YM.SL'.C. 12. LOS AND SOLID TIM M 1104 -LS WITH A MINNI4J M AVIIR OE OP 9.5 ARE EXEMPT poos, WINDOWS AND S DOOn TO 11! EXTERIOR MULL HAVE A MAXIM/ 1 1•1/2' SIfa TO A MINIMUM SW Oar LAWIIf. ALL iLl1ZINS SHALL MlET 11! IIESNREMINri OP THE Y'lftG. TA/L! H IPUIN NOTED 071eY"rK. ALL fICYLIMI% Mb fiGYl"U1LLf SHALL HAVE LAMINATED GLASS UNLESS ND'T'!D 07flRWNt. ALL BEDROOM DMlRiR1OY ei11!'N WINDOWS SHALL HAVE A MINIMUM NET GI.lN! OMANf Or 9.1 id11JM!! PEET. MINIMUM NET CLEAR OPEN AOLC WIDTH OP 20 AND A MIWMIJMI NET GLEAM OPENING IiIiNT Or 24•, MAXIMUM FINISHED FILL HEIGHT OP 44• A10V! FLOOR. ALL FACTORY QUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM IIrIL?RATION Or 05 GPM PER LINEAL FOOT OF OPEIt/IC1.! SASH PERIMETER AS T!l7ZD BY STANDARD IS?M E 20019. SITE QUILT AND MILLWORK SHOP BUILT MIOODlN SASH AR! EXEMPT FROM INPILT1t1►TION CRITERIA MOVE, OUT SHALL 0! MADE MlAMR- STRIPPlD, CAULKED AND 00 MILD! TIGHTLY FlTTINi. SLIDING GLASS DOORS TO PERMIT hIAXIMIJM INPIL11tATION Or os cam+ PER SWAM FOOT OP POOR AREA. SEE PLANS FORT I. MAXIMUM GLAZIN& AREA. 2. LAZING O MANUFACTURER AND MODEL NUMBERS. 5. WEIOHTEP WEIGHT UA GAI.•II.ATIONNS FOR SUBSTANDARD GLAZING. SAPETY GLAZING LOCATIONS PER UNIFORM DUILDINS CODE. I. INS AND MRCSS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 5. SHOWER AND DATNTUD 4. GLAZING WITH THE !OE WITHIN A 24' RADIUS ARC OP EITHER VERTICAL EDGE OP A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE MAL.KIN " SERFAGE. 5. GLAZING GREATER THAN 9 SQUARE MET THAT IS LESS THAN 16" ABOVE FINISHED MOOR. 6. GLAZING IN ALL GUARD RAILS. SRS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED D GLASS IS USED AS SINSLE GLAZING OR IN ALL PATES INSULATING EMIT AND ALL OP THE FOLLOWING CONDITIONS ARE MET. I. THE GLAZING ARE DOES NOT EXCEED 16 !MARE PEET. 2. THE 14161 T POINT OP GLASS IS NOT MORE THAN 12'-0 ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 5. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCE!!D 5/16 ". MECHANICAL SOLID FULL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM SEATERS, FACTORY BUILT PIREPLACES AND FIREPLACE INSERTS. ALL SOLID P1 "'L. CUMIN& APPLIANCES SHALL COMPLY WITH THE PROVISIONS► OP THE UNIFORM BUILDING CODE AND T'fE UNIFORM 1W GHfAN41GA L COP . liCATIISI EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAAINITAINNI6 A TEMPERATURE OF 10 P!stRee9 FAmRENHEIT AT A HEIGHT OF 5 ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.G. DEFINITION OF BUILDING ENVELOPE PROM THE WASHINGTON STATE ENER6Y COO THE ELEMISITS OF A BUILDING Y61IGH B4CLO3E CONDITION ED SPACES THROUGH WHICH THERMAL ENEMY MAY BE 11RANSPERED TO OR PROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE WLS.EG. I. PUJEL BURNING APPLIANCES LOCATED WITHIN THE SUILDINIS ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING EWELOPE SHALL MEET THE PROVISIONS OF TIE UNIFORM MECHANICAL CODE. S. DUCTWORK LOCATION AND SOURCE OF COMMOTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CLOD!. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED ASGY AND , INSTALLED PER THE UNIFORM MECHANICAL CODE. IANGES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL ELOPE. WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH Access ONLY THHROUGH .H ROOM OR SPACE, EXCEPT DIRECT VENT ENCLOSED AND I F TRIG HEATING ruRNAces PER THE UNIFORM MECHANICAL GOP!. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WILIER THAN THE FURNACE OR A CLEARANCE OF 5" IALQ 45 THE SIDES, BACK AND TOP AGGORDIN6 TO THE UNIFORM MECHANICAL CODE. LLIQUEFIED PETROLI5JM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, 1 SA5ENENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. AAPPLIANGES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR • ACE OR BASEMENT UNLESS SUCH LOCATION IS PRO'V'IDED WITH AN APPROVED MANS FOR 'Pei4OVAL OF UNEIURNED GAS PER THE UNIFORM MECHANICAL CODE. }EATING ANC? GOOL.IN& APPLIANCES LOCATED IN A &ARACsE AND WHICH 6�ENERATE A 6L01.4, c PARK OR FLAME CAPABLE OF IGNIITIN6 FLAMMABLE VAPORS SHALL BE INSTALLED WITH HE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES S AT LEAST 16" MOVE THE FLOOR SERFAGE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSIM 'TH#R J H�C'XJ�Gh THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS V4ITHfIN THE GARAGE ARE 'CONSTRUCTED OP STEEL. HAVING A THICKNESS NOT LESS THAN 0.014" 040. 26 6ALVANZED 514EET 6MJGC) AND HAVE NO OPENIN6S INTO Tie GARAGE PER THE UNIFORM BUILPW4G CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPADES SHALL COMPLY YWT'H THE UNIFORM MECHANICAL GOLD. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHHAANGAL. CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE 5V4 GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 'TERMS OF ITS LISTING, MAMUPACTUNRE RS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OP THE LINIPORM51 MEGHA IGAL WOE. A TYPE B OR DWI OAS VENT' SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2'-0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH Tie ROOF OP THE BUILDING AND AT LEAST 2'-O' HIGHER, R, THAN ANY PORTION OP THE BUILDING WITHIN IO OP THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED MP SH/AL,.L,. BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE t NIP011 M MEGNANICAL CODE. 1 AMM EGIUIPMENT ALL HEATINS EGLJIPMNT !MALL MEET THE REQUJI OP THE P461 NATIONAL APPLIANCE !NERder CONSERVATION ACT %W A) AN!? BE 50 vamp. EGUIPMHT lSI41ALL ALSO GON•LY ■MTM SECTION 1411 OP THE YM.SLLG. I'IVAG EQUIPMENT FOR LOWAISE IIIESIDENTIAL SHALL BE SIZED NO G ATM THAN l90% OP D!SION LOAD • , .0 t� �U 2400 REVISIONS -4wNvilliair NO CHANGES SHALL in WO1 TO THE SOOPE OF WORK WITHOUT PMON rI "ROYAL OF TO LA BU LD!N. DIVISION. ID,. • A MN" PLAN ♦UI ITTAL ,thaddleart MOLE NOUSE VENT SYSTEM sPeoricATioNe PROM THE 2000 WASHINGTON STATE VENTILATION AND WOO* R AIR QUALITY GOD! POR 71.11 INTERMITTENTLY OPERATED INTEGRATED FORGED AIR VENTILATION WfSTEM. I. SOURCE SPECIFIC VENTILATION A. 1.N41AUST PAN REQUIREMENTIN I. ISATHROONO, LAUNDRIES AND POWDER ROOMS • 50 GPMI • 0.219" WO. 2. KITCHENS - 100 GPM • 0.21' PLO. MANE HOODS AND DOP 4 DRAFT RANGES MAY BE RATED AT 100 GPM • 0.10' Wrb. (MIN) MIi 1 USED MR EXHAUST PAN TREQUIREMINTIL I. '!)G&AUST DUCT REQUIREMENTIN I. BE INSULATED TO *-4 MK) IN tt4G NDITION!'D SPACES. 2. It EQUIPPED WITH A BACK DRAFT DIAMPM S. TERMINATE OUTSIDE THE ULNLDINS D. 4. GOM PLY WITH Tfra.E I•I ON THIS SHEET. 2. OUTDOOR AIR SHALL. Or SUPPLED TO ALL HABITABLE ROOMS THE FORGED AIR SYSTEM USING THE POLLONNO METHOD. 5. FRESH AIR INLET DUCT SHALL COMPLY WITH 1 MU A. OE SIZED ACCORDING TO TABLE 5-5 ON THIS SHEET. O. !S: DUCTED PROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM MMTI.NN POUR PEET UPSTREAM OP THIS MANAGE BLOWER. G. Or INSULATED TO R-4 MK) *TEN LOCATED WITHIN HEATED SPA !I. D. BE PROTECTED PROM THE ENTRY OP INSECTS, LEAVES AND OTM R POIREIGN MATERIAL. E. NOT RLiGEIVe AIR PROM THE FOLLOWING AREAS" I. M TEN PEET OP AN APPLIANCE VENT OUTLET, UNLESS 71H! VENT OUTLET IS 'THREE PEST ABOVE TH! FRCOH AIR INLET. 2. MORE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR rtAimmAeLe VAPORS. 5. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HHAVIN6 FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN PEET PROM A VENT OPENIIN & OP A PLUMB** DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THMREE PEET ABO'V! THE MESH AIR INLET. 6. ATTICS, CRAWL SPACES OR OARA0193. 4. THE INLET DUCT SHALL BE E JIPI•ED WITH ONE OP THE FOLLOWIN61 A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TIM , OR B. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED PLOW RATES AS S! eariED IN TABLE 9-2 ON THIS SHEET, OR G. AN AUTOMATIC FLOW lREGULA'TINIG DEVICE WITH FIELD MEASUIRED MINIMUM NEGATIVE ritessure OF 0.10' YVAT! R 'SALJVSE AT THE POINT Y THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A CLOCK TIMER INSTALLED IN A (READILY ACCESSIBLE L.OGATION. THE TIMER SHALL DE CAPABLE OF GOKflNaOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL AT THE TIME OP Tie FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OP EIGHT HO(*5 A DAY. A LAM. SHALL DE APF OOD TO THE CONTROL THAT READ'' @IOL.E HOt,JSE VENTILATION (SCE OPERATING INSTRUCTIONS) NOT& KING COUNTY RECOMMENDS TH E INSTALLATION OF A C "NTRAL.LY LOCATED WHOLE HOUSE EXHAUST PAN WITH A MINIMUM SONE RATING OP IS AND SIZED ACCORDING TO TA9L! 3-2 ON THIS SlreE r AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE rves4 AIR PISTRIBU'fON AND Repuce THE POSSIBILITY OP MOISTURE LADEN AIR BENS DRIVEN INTO Tie BUIL.DIN S CAVITIES. memo* DOORS SHOULD BE UNDERCUT ONE HALF INCH (I/2") ABOVE TIE FINISHED FLOOR. TALE 3-2 VENTILATION RATES FOR ALL 6ROUP R OCCUPANCIES FOUR STORIES AND Lewes MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC PELT PER MIINRJ'TE (GPM) • FOR RE'S ENCES THAT EXCEED b BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 eepRooms BY AN ADDITIONAL 15 GPM PER BEDROOM. THE MAXCIMMJM GFM IS EQUAL TO 1.5 TIMES THE MINIMUM. TABLE PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. "ALE 3-5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING NOTE, I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAL I INCH. 2. FOR ELBOWS NUMDERINS MORE THAN S INCREASE DUCT DIAMETER I INCH leareiltiOKS I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL. AS SET FORTH BY THE UNIFORM MECHANICAL CODE. 2. REGTAN6I.LAR, FLAT, OVAL AND ROUND DUCT JOINTS AMR? SEAMS SHALL BE AIRTIGHT PER THE UNIFORM MEGHHiANICAL. CODE. 5. INSTALLATION or STS SHALL COMPLY WITH THE UNIFORM MECHANICAL GODS. 4. DUCT INSULATION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL GODE. SEPARATE PERMIT Rf FOR: Iff ECHANICAL LECTRICAL PLUMBING GAS PIPING CITY OF TUKYYIU► BUILDING DIVISION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authc; ize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. '17-‘7EI4, �0 z, i t)03•P•2.11 r • ! A! r ! I' ��IF 8§80 � WIPV J� ; Oriiigq DESIGNED BY: TG DRAM BY: DATE: " WV 10/13/ LATE *AL WY: DJ 0 h DATE: 144 DATE: 5/5/0 MIMED 8Y: DATE: • �1 • ANR INFILTRATION I ELEVATION IM OVER bM1EATNIN6 'PLAN Z - PLASHIN0 gg9ISNAL M 6" MIN. II QU+IDATIQN I CANTIW01J9 4" DIA. PERF. FOUNDATION DRAIN n err --rir 1 . — TICHTLINE f pI IREt� = O _r I 1411 iato n - 0 - •6 MIL. BLACK V. d. • • I [VI _ • 4 '' N • • . '" 4 (2) *4 DAR GONTI mJOVs • ' II • ) ( 3 1 1 6" ria* 6" FOUNDATION WALL FRAMING 4 FOUNDATION DINENSION FINISH PER ELEVATION OVER I LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING M D IM 0 u (I) *4 BAR CONTI 4" DIA. PERF. FOUNDATION DRAIN rie51+11.1rE 7111 n 'TO Jla INTERIOR STAIR FINISH PER PLAN INSULATION PER PLAN 2X STUD WALL PER PLAN SHEATHING b ATFER RESISTANT BARRIER METAL LATH CULTURED STOPS TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATNNb BED 11 I� I - : •II '. I1. 1-• 11r . _I1 . fr.. — II: • !' .II • . (2) *4 BAR CONTINUOUS * 5 1 / 6N 4 .5" )( 6 GARAGE FOUNDATION WALL 2X4 THRUST BLOCK BALU51 tv 3 TO CONFORM TO UBG SEC. 1005.5.5 4 504 2x P. T. SILL PL., A • DOLTS i 2 x2 "X /1 " PAR, SHEAR . 12" M 4 4 1/2 " MI PROM ENDS. use � / 14 " D. " 2 x2 x3 /I • 46" OZ) I *4 BAR VERTICAL. • IS" O.G. '�► i HORIZONTAL • 10" 0•G. _ 1 —'1 1 1`�I I I I 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.40. PLYWOOD SUBPLOOR CLUED 4 NAILED (3) 2XI2 STRINGERS SCALE : I" as 1, - 0" 2x STUDS PER PLAN BOLTS . � � R W ALL A} SCHEDULE 12" MAX. FROM ENDS S 1 MIN. = ar T. USE 2 "x2 "x5 /I6" WASHER , USE 5/5" DIA. x 10" ANCHOR BOLTS • 45" 0.G.w/ 2 "x2 "x3/16" 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL • • • . 4 y • . • y: r ��. •� y •; t♦" r1Y. �ti � �•.P. re • 1 *4 BAR VERTICAL • 15" O.G. 4 HORIZONTAL • 10" O.G. SCALE : I" = 1, NOTE: SPACING SET/VEEN INTERMEDIATE GUARDRAIL MEMBERS TO SE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BEAM PER PLAN BELOW STAIR INSTALL 5/8" TYPE 'X' GAB. (2) LAYERS • CEILING, (I) LAYER • WALLS FIRE BLOCKING • MID -SPAN NOT TO SCALE NOT TO SCALE ,SION mNI'SN PER ATE OVER LB. DUILDI R' ��� I � AIR ItJfIL� IQN OVER SNEATMIns Z - TLA5HIN6 51R 17 TRIM 0NIJ. ATION PERF. FOUNDATION DRAIN 2 8" FOUNDATION WALL f ; T : T : 4 • • 4 3OTTOM OF - FOOTING TO BE LEVEL w/ In TOP OF WALL AFTER STEP BOTTOM OF FOUNDATION POOTINS SKYLIGHT I die 4" b" 4 4"Ae aP FRAMING PER PLAN T II � A III N ,� //r- II • .4 (2) 2X4 • • 2X4 INF'ILL FRAMING a f¢ a,aa 5/5" TYPE "X" 6.1N.8. 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.40. PLYWOOD SUBPL.00R +SLUED 4 NAILED 0 u . RR .l16. PER PLAN 2x P. I TS • 2 x " ' /Ir" min SHEAR W ALL SC.HED. I2" N.• �'' �. 4 4 I I M END: t • A.X1 0 " D. 1- 11 2x2 x /I6" WASHERS • 46" O.G.' �T*4 BAR Vy • Ib" O.G. i HORIZONTAL • 10" O.G. o � :4 \ 4 °' �\ +. ` \ � . ATT INSULATION ~ � ±,. PER PLAN -.-6 MIL BLAGK V. B. • - 1 (2) *4 BAR CONTINUOUS Iti SCALE : I " • I 1 -0" h . • • 4 \ • \ 4 a ° � 4 24" ♦ : \ O '. •\ \ rll — ^l rir 1 rr i 1 k- I jP - REIWPORGEMNT r r _ I= i t l I I III I _I I PER PLAN ' SCALE : 1/2" = I'-O" SECTION THROUGH STEP FOOTING rt GRIGKET '` ° `' (2) 2X4 2 X 6 BUILT -UP CURB . .. SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS - RECOMMENDED BY MANUFACTURER, (2 LAYERS LAMINATED &LASS • +12' -0" A.F.F./ 2 LAYERS TEMPERED GLASS • - 12'-O" A.F.F) RAFTERS OR TRUSS BEYOND SCALE : I" = 1 NOT TO SCALE ;s) IJ HW1EIHT Y!N!ER 0/ SHEAThIN& (1e) LIGF4ThEIHT venom 0/ CIOMGRETE VARIES I MIN GRANULAR FREE DRAININ0 BAGKPILL Citti=rr 1.7:7 - 77 i*.t.."77.771-. L-. r t tl '47;0. +. • t1 • d . 1 - w ' } "rsiii TIT -1 , , , = I 1 I v .., � y% + » 10 ; :y.,,,,:f.' t is ; 1 1— ' _1 I r I LU ('J * % 4 DAR',, LITI i =1 I I GONT I N u0 U S.:., _i III — I I • r ��•, .r BATT INSULATION - PER PLAN G i 15T5 - (5)bd NAILS • EACH TRUSS SIMPSON H-I SEISMIC TIE • 24" O.G. 2 X STUD' PER PLAN BATT INSULATION PER PLAN I, CANTI LEVERED RETAINING WALL FLAT CEILING ' EAVE GABLE END DEATIL BRACKET DETAIL - TYPICAL. ROOF DIAPHRAGM 5 • 4" GONG. SLAB 1. Vie. O R L. "BLACK GRANULAR PILL 'ROOFIN6 MATERIAL PER ELEVATION OVER BUIL.DIN6 PAPER 4 SHEATHIN6 PER PLAN ROOF FRAMING MEMBERS PER PLAN -Sd NAILS • 6" O.C. I PER PLAN -74 INISH PER ELEVATION OVER '1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE : I" = 1 (2) 0 4 BAR CONTINUOUS 94 TIGAL IN Y GCNTZR OF WALL BENDS) (ALTERNATE M4 BAR • 10' O.G. HORIZONTAL • I fl_ 1 I CLEAR • '–" -1 1 1— Govan - •III ---I L xI2 2x5 TRIM �� st. • •• •,K . • fw • .rl!' rte :1 :.• SCALE : I" •= I I-O" INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH 11/2" CLEAR AIRSPACE H VENTED 2X BLOCKING IN/ (3) 2" DIA HOLES PER 24" O.G. 2x6 SOLID BLOCKING • 48" O.G. (3) I6d TO BLOCKING EACH END TYP. 4x4 BRACE FASCIA BOARD 5" CONTINUOUS GUTTER NOT TO SCALE NOT TO SCALE 4 THICKENED SLAB 2X P.T. I WAY WAWA =WM SOLID BLOCKING .. BOTTOM OF SEAM SIMP MINE SON A NCHO! • EACH POST A24 I I ' I I • 111 . =_ III — 11= 11 :,111 1 ; 1 1 I , 1011E , 111∎ 10M111 I ► 31 ►ET1► li -0 BLOCKING (2) I/2 "x5 1/2" GARRAGE BOLTS THRU JOIST 4 POST P.T. DECK JOIST PER PLAN POST CAP PER PLAN ISOLATED FOOTING PER PLAN DECK I — 1 =III ... IE ;11 „11111�,� • PRR7VIDE MINIMUM I" END DISTANCE TYPICAL CS INTSALLATION AS A - FLOOR TO FLOOR TIE EQUAL NUMBER OP SPECIFIED NAILS IN EACH Q4D 2x STUDS PER PLAN PLR. JSTS. PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUSFLOOR 6LUED 4 NAILED 1 1 -4 " • • • _ • 2X6 P.T. TOP RAIL IX4 P.T. EACH SIDE 2X2 P.T. PICKETS • 5 5 /8 "O.0. .. , 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING f 4" GONG. SLAB OVER 6 MIL. BLACK V.D. OVER 4° CRANMJLAR PILL I I I i1�� ■-(2) *4 BAR CONTINUOUS P.T. R PLAN (3)5/8 "x5" LA6 SCREWS THROUGH P.T. LEDGER INTO RIM JST. • 16" O.G. (STAGGERED) P.T. POST PER PLAN POST BASE PER PLAN ' IIE -171 •111. BEAM PER PLAN 2X4CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. B. TYPICAL END CONNECTION er 21 .d .• _sY'r_.wI' • f.a_.1• .;1... (2) *4 BAR CONTINUOUS SCALE : I" = 1 SCALE : I" = I'-O" SCALE : I" • I'-0" MST46 n/(54) I6d SINKERS= T• 2045 GSI b r4(2b) 10d Is 1465 NOT TO SCALE 2x STUDS PER PLAN 11 �� AT TRA "r� " E j I:R PLC a�e �► �i�s� yy Z —F �FL,ASHIN0 OPTIONAL. 6" MIN. I I TICHTLI X ;MUM? • . DIMENSION (I) *4 DAR CONTINUOUS DI FOUNDA TION DRAIN 2x6 PONY !NALL NAIL SHEATHING TO _1 I HEADER •3 O.G. E.W. II APA RATED SHEATHING 3/8" MIN. 24/0 EXP. APPROVED HOOKED END WOOD TO CONCRETE CONNECTORS • 24" WIDE PANELS I 1/2" CLEAR FROM PACE OF CONC. MIN. • . • . .. 4 �. Z - FLASHING PlOOD TRIM OPTIONAL FRAMING 4 FOUNDATION 6" MIN L- FINISH GRADE - . * LATERAL RESTRAINT PANEL • II II I I TIGHTLI E —_ STORM DRAIN; Y ;' FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN YVATERPROOF 4" DIA. PERP. FOUNDATION DRAIN r .. �I II=III IF REQUIRED • Y • •x • .4 J+���1a.• I'-O" MIN GRAN U .AI F • REE DRAINING ... .`�: f•'. ; •. ; BACKFILL '" � `' • I 1/2" GLR. . r, -La I I I z I II 'Y ''� - :� IC MEMBRANE r. • w . r te *4 BAR • IO" O.G r .., ,•.t I r *4 DOWEL 0 :11; 1;: f' ; ' 1 16. .. ";;, ". 43. ..... :::: ‘:.% 4' - 5" MIN. ABV. TOP or . �,• t , ;:` 1 4 ; 7. : ' F,,,_ • • •.,, '.•.l: 4, . ' +.w. 1 i 11 111 =M• � (2) *4 BAR ''� . � ,.1. .. =I I •GONTI 1JOt,1' w :. • • 4 • 6" • • • .. • • • ,: .I I• '4111111 • 4 4 I�? • 11 • it • •» 4- • . • 'P _t •�- • i 24" MIN. • •' wF a" -� 4 - • - . , I /. ' - . I I • I I ANC 5 HOR 6" BOLTS 10" 4 .I{ I 1 III III III -�11I 11I IS « SSMT. FOUNDATION WALL 5/4" T.40. PLYWOOD SUBP'LOO* CLUED 4 NAILED PLR. ,JSTS. rem PLAN —BATT INSULATION rem PLAN T 12" MAX PIROM 1 1? 2"x2"x,/16" WASHER (ELSEWHERE- *4 BAR VERTICAL AT 18" OZ. 2.) *4 BAR CONTINUOUS 0.C. ALL PLATES, 'R-5 Ik1010 2X TOP PLATE 1 (2) 2X STUDS, NAIL SHEATHING TO EACH (2) 2X BLOCKING JOINTS 1 (2) 2X PLATE NAIL SHEATHING TO EACH PLATE 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" TAIG. PLYWOOD SUBFLOOR GLUED NAILED (2) *4 5AR CONTINUOUS PLR. JSTS. PER PLAN FOR FLR. JSTS. PARALLEL TO FOUNDATION HALL PROVIDE (I) SIMPSON A54 SILL ft TO Pj r4/ AD. SCHEDULE, 12" MAX. FROM 4 1" MIN. EMBEDMENT. *4 BAR • 12" 0.C. VERTICAL 2x4 FURRED WALL NOTE: FLOOR FRAMING PALLS TO BE IN PLACE PRIOR TO BACKFILLINIS FOUNDATION HALLS R16 114SULATION • CLEAR COVER CONC. SLAB 6 MIL. BLACK FILL • Nho I I ' 0j 5 " : t vxj me!! fkillig nsggEglis% 6 .e1: 1 ; / s!h;WO pp rrii05 CA Elmo 2 la— I - a$ F § gii %-gr ; ‘ L i j coa Op ? II/t o DESIGNED BY: (r) s< T .9 10/15/ DATE: DRAWN BY: DATE: LATERAL 111Y: DATE REVISED BY: DA TE: 0 • • F I_ _ STh1OL PCUImATION NOTES 4P* 86" X IZ" THICK GONG. FOOTING WITH 3 - *4 BARS EJ"l POST t GOMEGTION PC1! PLAN � �JO' DII�METER X 12' THICK GONG. POOTINb WITH 3 - *4 BA1l5 E.W. POST t GOMEGTION rER PLAN ■ 24" DIAh�TElt X a' TNIGG GONG. FOOTINb WITIi Z - *4 AS E.MI. POST a GOMEGTION rElt PLAN O lb IO' X D' T C, P1G. fOOPl6 hFIGK O TI YYITFI Z - *4 6ARS EyI. POT 0 GO*EGTION RIt *LNi LATERAL RSTR.AINT HARDWARE snreoi. ►+oLflorw Me AP frJ4oIMrs 0 siMPSoN ►+PAH'22 (e) Torte. INSTALL i -in• FROM cow�¢s OR Rcu6H oPEwiNs, USE lsU 16d NAILS. 51MPSON 51?IDI4RJ (b) TOTA1.. USE (38) (39) Ibd NA FR4M CORNERS OR ROUbH OPEh11N65, 0 • 31MP:30N 5TIVI4 (I2) TOTAL. INSTALL. I -I/2 FROM GOIi►�R5 OR ROU6M OpENINfsS, USE (3b) Ibd NAILS. VENTILATION REQUIREMENTS (SEE 2000 MIASHIN6TON STATE INDOOR AIR QUALITY coves SYMBOL FAN TYPE „ i4117 "MlTOPE" QT 190 IA SORBS IOZ GfMI • .25 MI6 _ I'90 GtMI • .10 MS . "MlfCPE' QT EO 13 SOWS 69 GrM • 25 W6 00 GPM • .10 1"O PlOTL'0. Z. USE QT 00 MO Grhl MIND KITCHEN FIOUbE FAN. ALL OTMlRLOGA S. ALL FANS TO VENT' DIRECTLY TO OUTSIDE. 4. ALL OTHER RCQlMtlMlNf'S Or 2000 NIOEG/7000 VIAQ MST BE MST. LATERAL RESTRAINT HARDWARE SYMBOL ►IOI.aONN TYPE AND AMOUNTS SIMPSON r��ca� ON TOTAL. INSTALL 1 -I/4' FROM CORNERS OR ROU6Ii OrENIAl69, USE (21) 16d NAILS. gli SIMPSON 9TFD14RJ (6) TOTAL. USE (56) Ibd NAIFROM COMERS OR ROJ6H OrEWIN6b, I AREA SUMMARY . L 1 AR FLOOR: 15/ S.F. MAIN FLOOR: , I4 S.F. :1904 S.F. 80e6 5?. UPPER FLOOR: TOTAL MOW AREA: SARf4E1 _ q,0 S.F. i d1 n m PI-8 PI-4 PI -5 PI -2 2 SKYLIGHT W/ LAM. 6L ASS TRELLIS BELOW V V. Iqb PLF V • 304 PLF V • 550 PLF V • 516 PLF EPR1I4 CARPET 6° 81 -FOLD S.D. 0 6° SI -FOLD 10 BEDRm 2 CARPET SOFFIT DO TO 1 AP F. 2 2° f - V to 5 4 .4. 34 al 2 4' 4 I � • (L I,'I O S.D. 4 1 -0 " (2) 2x4 WALLS 2 R. t S. R.• S. (2) 2x WALLS A2, 14 VINYL . 1 O V X N Pi (7) 0 1 Vi1t I 8A CARPET BELOW 2x4 KNEE . 34 "X60" SHOWER 4 J R . # S. L vi 1 1NI G T CARPET of I� \ /1 I "\ 2 I \ I 2 22"x50" ATTIC, ACCESS INSULATE 4 W.S. (2) 2x4 WALLS 5 I/2" OM. OIMOM IMO .1.111. S.D. i ONO ONO WHOLE HOUSE FAN W/ AUTO TIMER i MANUAL '.7'VERRIDE LINE OF FLAT CL6. MSTR BEDRM CARPET LINE OP INTERIOR VAULT 5 LINE OF FLAT CL6. , ir PI-4 Fr ANL Allk MINN 0 0 in t 7'-O" SCALE: I /4" a I NOTE. USE %" • ANCHOR DOLTS rs/ 2" x 2" x" MASHERS • 5'-O" O.G. U.N.O. 12 (2) 3 5.H. VW 5AP. 6LAS55 14 7 2' SHEAR WALL SC (SEE Igq'1 MG TABLE 23- II -I -I, R 29- 11 -1 -2) v N ct. 2 S.N. MD NV VINYL. , 4'-0" Ct LINE OF ROOF 0 S.D. p (9) 2i PICTURE N I _ 41_ON 1/2 LINE OF MALL BELOW 5 5 r IO'-0" UPPER FLOOR PLAN 7/16" 0.55., ri/ bd (0.115 ") NAILS • 6" O.G. AN (INTERIOR WALLS ONLY) TO SIN8LE JOIST (OR BLOCKING) BELOW: Ibd • 6" O.G. 1/16" O.S.B., ru/ bd (0.119 ") NAILS • 4" O.G. ANCHORAOE (INTERIOR MALLS ONLY) TO SIN8LE JOIST (OR BLOCKING) BELOW: Ibd • 4" O.G. NOTES: I. THE SHEAR VAUJE*S IN THIS T/BLE ARE BASED UPON THE USE OF bd, PNEUMATICALLY DRIVEN NAILS NIITN A MINIMUM SHANK DIAMETER OF O.II5 "; INTO HEM -FIR &RAPE STUDS. 2. ALL SHEAR WALLS TO BE SHEATHED FROM TOP PLATE TO BOTTOM PLATE UNLESS S NOTED OTHERMSE. 5. BLOCK ALL PANEL EDGES. NAIL'SPAGGINd IS FOR ALL PANEL EDa1es. SPADE NAILS AT 12" O.G. ALONE, INTERMEDIATE FRr 11NS roemeens. rlllC PLACE BELOW 5ONU ROOM CARPET 4 °4° SKYLIGHT IN/ LAM. GLASS GONT. HANDRAIL • 56" ASV. NOSING CRICKET .. a_ - - • 36" A.F.F. TYP. 1 1/16" 0.53., r4/ bd (0.113 ") NAILS • 3" O.G. ANCHORA61! (INTERIOR MALLS ONLY) TO SINGLE JOIST (OR BLOCKING) BELOW: Ibd • 3" O.G. (STAB NAILS TO ALT. MBA) Mb" 0.3.8. ri/ bd (0.113 ") NAILS • 2" 0.G. NOTE. USE MIN. 5" NOMINAL STUDS • ADJOINING PAN& !DOES ANCHORASE: (INTERIOR MALLS ON-Y) TO BEAM BELOYw Ibd • 2.5" O.G. (ST ) 16 OPEN TO BELOW 7' NOTE" ALL EXTERIOR WALLS N *ABLE 154175 TO DE P1-6, U.N.O. 6 (2) 3 S.H. I4'-O 2L0 .1111•16 •11110. f 1 �� 0 41_/1 N N LJ - -- • TAPERED COLUMNS BELOW SKYL I W/ LAM. G IGHT LASS in a L mamma 0 G516 TO FRAMING BELOW t� DOUBLE G516 TO FRAMING BELOW • (2) ASS • CORNER OF WALLS GSI6 • HEADER, SEE DETAIL 'C' ON PAGE 6/6 • (I) ASS • CORNET! OF MALLS CI HTT22, SEE DETAIL 'D' ON PAGE 6/6 urnarwas GSI6 TO PRAMIN6 BELOM DOUBLE GSI6 TO FRAMINS MOM ED GSI6 • OPEN 1N6, SEE DETAIL 5' ON PAM 6/6 • 4 IOd • 4" O.G. SHEATH1N15--- M11 DETAIL F IOd • 4" O.G. JOIST IOd • 4" O.G. 2x AS REQUIRED MEA INALL 1:LANS. NOT TO SCALE (2) F.J. j 6x6 POST OVER 1/2 WALL • 42" A.F.F. : rJ y . it KITCHEN HARDWOOD w 1 6 3 2 SIMPSON HU4I2 MAX. HANGER NOOK HARDWOOD DINING 2 ° . 2x10 F.J, -- I "x16" .Sl. 2.0E UP° I N INTO FLOOR ABV 51-6 N I N 2 1 N 41 v 1 .. �V L. '•V - (2) 2x4 WALLS 4x10 D.F. FLUSH PREP ISLAND • 36" A.F.F. PI Q� PI -4 L . I t 0 11 45 I u II di I ! I 6 I I I I I I1 I I I I I I tee' I 1 I ' r 1 �_ r 1 t�1�1 L. ' I H I II ii u u u u � u EI m 2x4 CEDAR in 2 5.H. 595 PICTURE FOYER HARDWOOD 2x10 F.J. H.B. I.1• PIG. 2 I • 16" O.C. If H II 11 It U U u U U 36" HIGH RAIL PI/ 2x2 PICKETS • 5 3/8" O.G. TYP. 24 "W.xb "D. P.T. 4x12 TRELLIS HEADER DESIGNED BY: TG DRAWN BY: LATERAL BY: DJ REVISED BY: DATE: Iqq DATE: I0 /I3 / • DATE: 5/3/0 DATE: 4 Y (2) 2x4 WALLS a Q SOFFIT DOM TO b' -I" A.F.F. BUILT -IN HUTCH PURN. 4 W.H. FLUES ow Pm, 4x$ POST N in 12 SCALE: I/4" l'-0" FLOOR PLAN NOTES: CL 15" 5 5 15" 40 OVERALL 54 ..., ✓(;) \ MAIN FL.00R'FL 12 !1 4 C, .. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS al / �. . � CONDITIONS PRIOR TO CONSTRUCTION. 4 4 --.�- 2. AL I- BEAMS i HEADERS TO BE 4X10 DFS2 • 2X4 MALLS • ' .._. 6X6 PP*2 • 2X4) MALLS U.N.O. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FI IN6 • ALL PLUf'BIN O PENETRATIONS. 3. WIN70N1 R DOORS ARE S+HOYW 4 NOTED AS NOMINAL SIZES. 6. MIN7OY4 HEADERS • /' -6" ABOVE FINISHED FLOOR • MAIN FLOOR, U.N.O. I11N DDOW HEADERS • b' -b" ABOVE FINISHED FLOOR • UPPER FLOOR,, U.N.O. 7. ALL MOOD IN CONTACT 111TH GONG. TO OE IIPIRESSURE TREATED. 6. EXTERIOR WALLS TO BE 2X6 STUDS • 16" O.G., U.N.O. q. INSTALL SIMPSON GONG. TO MOOD HOLDMINS 1 1/2" FROM CORNERS ♦ WINDOW ROUSH OPENIN dle, ALSO SEE MANUFACTURER'S SPECS. 10. INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. II. SMOKE DETECTORS: I SMALL BE 110 V INTERCONNECTED Yr/ BATTERY BACKUP SHALL. BE INSTALLED ONI EACH FLOOR AND IN AU.. BEDROOMS ° SHAL.L. BE INSTALLED IN EACH LOCATION MERE THEE IS A CEILING GMANSE *MATER THAN 24" 12. SCE SHEET I FOR ADDITIONAL NOTES. 19. ALL EXTERIOR 14ALLS TO BE PI-6 U.N,O. I2 "_ 5' N 2' N L I6HTWEI&HT CAP STONE SOFFIT, VENT, 4 INSULATE FLOOR ABV. = I8 "xIb" TAPERED COLUMNS t iolir 0 11 1%Ci .40:c 4 n ;0 j 1S • q 2 SKYLIGHT W/ LAM. &LASS ..•••■•• - ,.. -.-, .r............. ,w 2 SKYLIGHT W/ L.AM. OLA55 ,111111 IIIItt.. ...Milli' 111111111.. ../1111 11111111 11111111111h1. •IC11111111111111 11•1111111111111.. •II ■I111I ■1111111111 1111 ■11111111111 ■I1.. ■ I . ■I1 I 111aI incrincrII .iil.IIIIIiliuIIlIa;; I III 1 II � 11111111111 1 11111111111 111111 ■1111 111111111111 111 ■11111.111 111111111I■11 ■■ ■■ 111111111111 1111111111111 1111111111111 (■11111/11111 [ 1111111111111 111111111111 111111111111111 I I 111I1 111 1 I 111 1111111111111111 11111111111 ■111 ■ 11111111111111 11111111111111 1111■ 111' IIIII.i., ■. ■I ■l. ■u■■■1 ■s■ ■ I■s■• ■1j11 1111 ■1■1■.■I ■�■.■i■c■. ■i ■l ■.■1■m.. •1111111 ■11111■ ' 1 1 1 11 ■I 11111■ II 11 I/ il,■ I■..•■ I■...■ I■... ■I ■• ■• ■I ■..• ■I■• ■•■I ■.■. ■� ■.... ■.■.■ r,r..i.r r. rim■.... r.. r .a.�■..r,r,rrr..,r..r ■a, ..,.ra," ■ra,..■ , . 1 I■ ■ I ■1 .........•.. 1111 ■1111111 ..•_,„ 1111111111111111 rra rr.rrr r .u��ra■rrr�r�rrrirr.rr��ilr�rra �■rrr�r■rrair•�►. air■ .rrr�w.rr�.�.rrrirr.wr��rr. ■ ■a. r_rr ■rrair■ ■rr. 111111111 ■111x. rs111 ■111111111 1111111111 ■Ii 111111111111 ■r II '. 111 ■I1I 1 ■1■ � �. �. �. ■ ■.. 11■II 1■ . ■I■ .. .1■ ■ .,■ ..I■ . 1 ■I• 1 1 1 ,1�1 ■1�� /Irl�� ■I ■11.1 ■1�1 ■I�I�I�Ir1�1.1�1 CONT. GUTTER OVER S FASCIA 111 ■11111 ■111111 1111 nu 11 1 1 1 1 1 .,111111 IIIIIb. .11111 1111 IIIIIIIIir .1111 ■1111111 1I ■I111I1111i,. .111■I111I11111I1 III ■IIIII ■IIIII•.. .•ii ■11111 ■11111 ■1111 1111 /IIIIIIIIIII111r. .I ■1111III1111 ■1111111uiiTdu11/1 /11111 /11111II1111,_ 111111■1111 IIr1. IIIs11nII•IImu•1mIri111I ■111111 11111111111 ■11111/1111 111111111/111 ■ ■ ■ ■ 111 /11111111 1111 ■11111 ■1 11111 ■11111 ■I 111111/111111 -- -- ,�1111�11 I /11111 /1111 , 111 ■11111111 IIIIIIIII1111111 111111111111111 111111111111111 111111111111111' 11111■111111111r 11111 ■ 11111111 4x12 TRELLIS HEADER 4x12 TRELLIS HEADER ■. BFLOOR It • MAIN J- I II al I in Il II ��1 1 i 5 -b. 1 S.d. I rill ,■ M 1 5.6. j 5.6. w lk �- w 1 ti� i A� +, i 1 , 1wr� 7 pact ; �,,Ir►; I -.; - II I ';,,, d: Ell 111:10 r i • L �• * trill• ti• ��r ti�� �, �- 4,%fe. 4+�i�+:!*14411:$111014 0 �r ti r * ‘ 4 16 01%! P . o . ,• ..r r • � 1 �,;�A1i1.►�1Ir �,f.► r• k.�i►• �,�/r r�i � . � ►�o d,� ��.�.''r / ��1`I'' :r'��:�.�.Ii`�.��I, �►�►���Ir i ' � �� �'` �� - `�I'�i� "" - ~ . � • �,.+��C - � 70,. cren-volegotoviet � !+� � ' �r a , �r 4 ,pfp �. 'fir 7. `1� 4 • !.r !1. ■ � ; r� ; �; �Ih ��Irl�. l�lrll�l ,, �.1 - �� ; •r � - .. , r: � , .r ,., .; l• 1:1 • Il�.11;l "'�'�''�- .'' :,►r- EA X11 ', 1,1 tc - 1 1,1 1 r w - 4 ., r 1 ,. - 1.1 Mil l l / , r 4 1 1 till ll,lir T.. 'T 1 �l *Ili' 1 �1; 1 A�►% L1. 1 `1 - r-- - 1 1.1,1,�. � 1.1 - 1-1111:11:4°` ,, ©11■ RIN flo;m /m1 a iii C.■ .�A1I ■■1 �■ 1111 ■■ ���� -4 !N. I.., ��� • ;p p r.rj AI, ..� tom ,- 1p4 .in�il I■. - Am VIP 41 I 0,,,,„•11 la- it el ki 1 V.,,-ti Ilk - - •41 1 !SoLO I , r_Ov di AA! I I IIIKr fi !4 _ I � �r � 1 Mb 1 _ �,,I��1 - 1110 1 I �i . }! ■ I d T.O. HIGH SLAB LEFT ELEVATION V ... I 111 '‘41S1 11 .�1� 11111 II ■1111 11 `I 11 1/11 I■IIk 11111/11 1 111 ■111■ /11111/11 11111111 111111111 - 111111111111 111111111111111 111111111111111111 1 111 11/111111 111/111/ 111111111 IIIIMI I 11/111111 RIGHT ELEVATION bGAL I/ • I' -0' V • I 2x10 TRIM 12 4 • It • UPPER MAIN FLOOR 4x12 SEAM W/ 4x4 BRACE OVER 2x• TRIM ir TAPERED COLUMNS WRAP W/ ROUGH SAWN FIR 2x8 TRIM 2x8 TRIM (HORIZ,) W/ 2x4 TRIM (VERT ) • WINDOWS TYP. 2x4 CORNER TRIM TYP. b" EXPOSED LAP 5IDIN6 II11._ 111 ■11.. IIIIII _ 1111 11■I1111111111111i. . 11IIIIIIIIIIIII ■IIIIIL�11111111I■1111111111i. ..tPlli1I■I Iii SI III1IlIIIIIIIIAIIIIIII ■IIIIIIIIIIIII. - 1:11111111111 ■II111111 i:l! 11111 ■11111■11111■11111111111■111., ,111111 1 1 1 11■ 11111111111■ 11111 ■11�1;1 /111111. r 1 1 1 1 1 ■I1111■11111 /11111111111■1111111111111riiiI iu.l ■11111/1111111111114. •I IIIIN Ilicall m 1, 11111 / 11111■ 11111. 1111111 ■ ■11111■IIIIINImI.m.r■111 11111 1 ■I111111111I■1111 IIII111I■111111I11 11 ■I 111111 • 1111■111111111111111I 1111■I1111111111■11 111111 11 II111II11111■IIIII■II 1 111111■IIIII■IIIII■II 11111 �I N 1111111 /I1111■I1111■ �A N IIIIIIII■I111I■IIIIII L! • II■I11 .�.1.1.� 11111 111111111111111111 1111111111 1111 1111 111 1 I 1 .■I■11. ■1.1 ■. ■1 ■9■d11 ■11111 ■11111 ■11. ■, ∎■ ,■ .■s■ 111■ 11111 ■11111 ■11�. ■,.!■. ■,■x.1111 'IIIIIIIITiill 11111 1 IIIIIIIIIIIIIIIIIIIII11lIIII11IIIIIII■ I1111■IIIII ■IIIIIIIIIIIIIII1 ■1 1 11■ 1 1 1 1111111111l111■ 11111■ 11111■ 11111■ 11111■ 11111■ 11111■ 11111 ■I1111■11111111111111111■Ill w 1 11111 / 11111■ 11111■ 11111■ 11111 ■IIIII■I1111■11111111111■I1111 ■11111 ■1111 II 111 II I1 1 I I 1 ■11111 I1 I 1 111 1 11 ■11111 ■11111 ■11111 ■11111 ■11111111111 ■11111 ■11111111111 ■11111111' 'I■ 1 1 1 11■ 11111■ 11111■ 11111■ 11111■ 11111■ 11111■ 11111■ 11111■ 11111■ I1111■IIIII1I1111■11111■11111■r 11 1■ 1 1 1 11■ 1 1111 ■11111■I1111■I1111■IIIAI ■11111■ IIIII ■IIIII■IIIII111111 ■11111 ■11111111111■IIIAIt 1 IIIII ■I1111■I1111■Illll■11111■I1 111■ 11111111111 ■I1111■I111I■I1111■IIIII■Illr 1 IIIII■ IIIII■ IIIII■ 11111■ IIIII�I1111�11111�11111i11111Arrimi11111111111111111 ■IIIII/1` ��. r. rrr��.rrr�rr■rrr�rr�rrr.r.rrr�r �- -.. �. �-. �ra.r.rrr��.rrair.r• 2x10 TRIM PP" . � ■ „ dim , ■1111 .1111I■1111I ■11 !i11I111111 ■11111■ 2x10 TRIM .,1111 1111b. .1111111 1111I11br •ihli11111■II 11111131111•._ •iI ■11111 /11111■ 11 ■IIIII■I1111b,_ .1 11 111111111 ■11111 X1 11 1111111111 .. 1111111111� - 11111 • ■ _ . .II 111111/11 ■11111 ■II 11 ■I � Ain 11 111/11111/ 111111 111111 11111111111 ■.. ■ 1111111M1�1 11! 111111 111111111111 I ■1111111111 I 17:11.1 1 1 • 1 111111 1111 11!111 ■111 ■ ■ UI I IIIIHIIIII III I/ ! 1111111 1 11 1 1 1 11 1 111111 111111111■ ,,,� X 11 1 ■II 11111 111111 IIIIIIIIIllr.11 11 1 ! 111 ) 1111111111 IIII I 1 1111i111.1111111 1111i111.1111111 111111 11/11111111111 I■ ! 11111111111C 11111 !111111111111111111 11111!111 ■111 1 lhII. ■. ■, _ - �...,�11111111111111111 11111 ■11111 ■11 11IIIIII ■111 - 11111 /111111 .1111 . N11■1111 . o 11111 1/11111 dI•1I1.IrIiIS 11*. 1111111•. 111111■I1111._ 11SIUSS NIU11I1U1. 2xIO TRIM 2xb TRIM 11 1 / 1 1 1 11111 .■ 11 111. ■1 ■1 ■.■I■M■I ■MO11 ■11111 " 11111111111 /11111111111111111 ■11111.111 ` 1111 111. 111u1aI uuii.IIIRI■Iuiai.Iuiui.Iuuii.It IL • LIVING 4 DINING 2x4 CORNER TRIM TYP. b" EXPOSED LAP SIDING MAIN FLOOR COMPOSITION SHINGLES TYPICAL 4x12 BEAM W/ 4x4 DRAGE OVER 2xb TRIM PT 2x10 TRELLI eOARDS p LINE OP INTERIOR VAULT (3 s 12) FRONT ELEVATION 1,Ccipr; :tr • P&VIg b $j&IrTtee •A •r •.rte,... kdar*- . liNr.11lr. Il mollr A n;� i � : -"Si - � /!� rte* 'Pio 001 of:04d m•-• r - gor,-10 PAO :AA" 4elka ► s. iti COMPOSITION SHINGLES TYPICAL CONT. GUTTER OVER 8" FASCIA 2xIO TRIM T.O. H6$ $ SLAB R ELEVATION x vt, vr. r 4 KKYLIONT W/ L.AM. .LASS LIGHTWEIGHT STONE VENEER (RIVER ROCK) SEE DETAILS 15,16 ON PAGE 2. ROUGH SAWN FIR PLYWOOD ELEVATION NOTES: ord;:=P••• I I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN t SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.S.G. 3. CAULK ALL EXTERIOR JOINTS • PENETRATIONS. 4. PROVIDE WEATHER STRIPPING * FLASHING AT ALL DOORS • WINDOWS PER U.B.G. 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTERFLASHING • ALL ROOF PENETRATIONS, CHIMNEYS i SKYLIGHTS. 6. PROVIDE CONTIMJOUS METAL GUTTERS 4 DOWNSPOUTS • ALL EAVES, TYPICAL. 7. SEE SHEET I FOR ADDITIONAL NOTES. • It • UPPER SHINGLE SIDING 2x6 TRIM (HORIZ) W/ 2x4 TRIM NERT.) • WINDOWS TYP. SUBFLOOR 1 //l 41 744 ?o oh fE • FAMILY ROOM F I Ettpii <r a u oL W" a p ItLIIX Ylg lilf [5 1 4 04.18N1040.: v ia 0.00 t U immi" U ce DESIGNED BY: TG LATERAL. BY: DJ 0 SiV 10/13/ DATE: !g DRAWN BY: DATE: DATE: 3/3/0 REVISED BY: DATE: • 4 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER III 'CEILINGS R -38 MAX. GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 15.88% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED 'PROPOSED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 VERTICAL U -VALUE 0.39 FLOORS OVER UNHEATED SPACES R -30 MAX. OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U- VALUE 0.51 DUCTS IN UNHEATED SPACES R-8 MAX. DOOR U -VALUE ALLOWED 0.20 PROPOSED DOOR U -VALUE 0.20 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 17.85 MAXIMUM KW OUTPUT OTHER FUELS: ,. _ . , CONDITIONED SQUARE FOOTAGE X 20 = 60700 MAXIMUM BTU OUTPUT r ROOM I OF WND. WND. MANUF. FRAME WDW. MODEL AIR GAS LO-E U -VAL. AREA UA Alma WNDS. W. H. TYPE TYPE NO. GAP 1 SCALE = I" • I'- 0" D DETAIL D SHEAR TRANSFER II HEADER FIREPLACE/ WINDOW PUNCTURED SHEAR WALL PROVIDE SLICE, f3EHI ND G5I6 STRAP (0C-516 STRAP TO HAP!R FLOOR JOIST, PER PLAN II II II II V NOT TO SCALE G5I6 FULL WIDTH OF SHEAR. WALL, PLUS 12" END LENGTH TO HEADER CSI6 FULL WIDTH OF WALL, OR 2' -0" MAX. END LENGTH. ADD E3LK'6. AS REO'D. " END 1 EN SHEAR HALL LENGTH •�, NOT TO SCALE DOOR/WINDOW HEADER NOT TO SCALE (2) HEM -FIR STUDS !MARRED GLAZING SCHEDULE FOYER DEN FAMILY FAMILY NOOK NOOK KITCHEN DINING LIVING LIVING UPPER FLOOR 1.00 3.00 2.50 1_ 5.00 2 3.00 1 6.00 2 3.00 2 1.50 2 3.00 FOYER BATH 2 MSTR BEDRM MSTR BEDRM MSTR BEDRM MSTR BATH BEDRM 2 BEDRM 3 PICTURE PICTURE PICTURE S.HUNG PIC T S.HUNG SLIDER SLIDER UTILITY BONUS ROOM 2 1 2 2 3 2 1 1, 1 2 2.00 1.50 1.50 3.00 2.50 3.00 5.00 5.00 2.00 2.50 4.00 1.50 1.50 5.00 2.50 5.00 4.00 4.00 4.00 5.00 MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL S.HUNG S.HUNG 53201/2" 5320 1/2" 5320 1/2" 5220 1/2" 5320 1/2" 5220 1/2" 5120 1/2" 5120 1/2" 5220 5220 1/2" AIR AIR AIR AIR AIR AIR AIR AIR 1/2" AIR AIR YES 0.35 YES 0.35 YES 0.35 YES 0.39 YES 0.35 YES 0.39 YES 0.38 YES 0.38 YES 0.39 YES 0.39 16.00 2.25 4.50 30.00 18.75 30.00 20.00 20.00 8.00 25.00 5.60 0.79 1.58 11.70 6.56 11.70 7.60 7.60 3.12 9.75 DOORS WITH MORE THAN 50% GLASS DEN NOOK 1i 3.001 6.671 SIMPSON 1 WOOD DOOR 6001 3/4" AIR YES 0.36 1 E 036 20.01 7.20 i i i � i 20.01 I 7.20 SKYLIGHTS AND SKYWALLS BATH 2 STAIRWAY MSTR BATH 1 1 1 2.00 4.00 2.00 2.00 4.00 2.00_ MILGARD MILGARD MILGARD VINYL VINYL VINYL SKYLIGHT SKYLIGHT SKYLIGHT 780 780 780_ 3/4" 3/4" 3/4" AIR AIR AIR YES YES YES 0.51 0.51 0.51 4.00 16.00 4.00 2.04 8.16 2.04 GLAZING % = AVG. U -VALUE _ (1) U VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10 B, C, D OR E 4.00 MILGARD 6.00 MILGARD 6.00 MILGARD 6.00 MILGARD 8.00 MILGARD 4.50 MILGARD 6.00 MILGARD I .50 MILG RD 6.00 MILGARD TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) • VINYL VINYL VINYL VINYL VINYL VI Y VINYL VINYL VINYL SCALE = I" • 1 PICTURE S.HUNG S.HUNG PICTURE S.HUNG GARDEN S.HUNG PICTURE S.HUNG 5320 5220 5220 5320 5220 5910 5220 5320 5220 1/2" 1/2" 1/2" 1 /2" 1/2" 1/2" 1/2" 1/2" 1/2" AIR AIR AIR AIR AIR AIR AIR AIR AIR YES 0.35 YES 0.39 YES 0.15 YES 0.39 YES 0.35 YES 0.39 WND. TOTAL: DOORS WITH MORE THAN 50% GLASS- TOTAL: AVG. U -VALUE (VERTICAL GLASS): HTT22 INSTALLATION TO FOUNDATION PLAN M2675A3SU.1 YES 0.35 8.00 YES 0.39 38.00 YES 0.39' 30.00' 30.00 36.00 40.02 SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA 0 482.02 S.F. = 3035.00 S.F. 189.15 UA 482.02 A 27.00 13.77 36.00 14.04 4.50 1.58 36.00 14.04 418.00 102.50 24.00 2.80 14.04 11.70 10.50 14.04 14.41 0.39 12.24 0.51 UA 482.021 189.151 TOTAL 1 TOTAL 2 15.88% 0.39 U -VALUE 4 . 4)412 REAM W/ .. _ 4x4 BRACE OVER 2x6 TRIM • • J. rY MANUFACTURED TRUSSES • 24" O.G. t t" e. • FAMILY ROOM FINISH PER ELEVATION OVER '71b FELT OVER 1/2" GDX OR 0.5,5. SCALE= 1/4" s • . . /♦ •• PO R t l . ' 4109,00 VO R -5b INSULATION • TY'P. • CEILING 1/2" 0.01.5. --•• TYP,, . .. . I 3-GAR GARAGE 4" GONG. OVER 6 MIL (SLACK) V.B. OVER 4" eRANULAR FILL SLOPE 4" TO DOORS • ..i, rrr1 rr• ♦rr rrr rr• rr rrrl rrrl rrrl rrrlIII /\\/s: i ♦ '� / iii 4 SKYLIONT IN/ LAM. OLASS MAIN FLOOR IE • LOWER T.O. HIGH SLAB 2x4 FURRING WALL W/ R -I3 INSULATION BUILD SCALE= 1/4" = 1' -0" COMPOSITION SHINGLES OVER I5Ib FELT OVER 1/2" COX OR 0.58. a •G SECTION 'A' 4 0 4 ° SKYLIGHT 11/ LAM. GLASS too � :••••••••• •••. ••••••••]1/.1111..••.••.•: #0, .t. •... 1 Y•.............. ............1r..•..•..:.:...... a............. t t 4 r'r'r'1 r'r1 , rrr , Wee'es'eVe MerWert'474 t.We'rWrWeVe'r i r'4W. iWee'l 'r• • •e'474W1VM$•r r' 4" CONC. OVER 6 MIL (SLACK) V.D. OVER 4" GRANULAR FILL SLOPE 4" TO DOORS ,2x6 MALL R -2I INSULA TION FAMILY LIVING 2x6 PONY WALL 1 ' i r'r'r'r'r'r'r'r r'rWr r' 4 7 4/4i74•4•r�r �•r •r •4.4'4 Weet' Tat' ILEMEM ::uazu,:aeaumimmm Imitimmtwaras is: T.O. RAILING T.O. HIGH ,SAD 0;"; /// ,r / 7 r . k•V4 1110- ., , r/ r/ / � \ /.<r / r r • ,s 7 I . • LIVING 4 DINING BUILDING SECTION 'B' D sa-- 6 MIL (BLACK) VB. 5'-O" HIGH (MAX) GONG. RETAINING WALL • INSULATION BAFFLE VENTED BLOCKING • UPPER CONTINUOUS CRITTER OVER b" FASCIA SUDFLOOR 1E • UPPER • • r MAIN FLOpR ► r ; ▪ r L,,4 t' • ` ` .A.; • • {, r (. • IL C � • r a File: D03 -0219 35mm Drawing #1 Inch 1 j 1/16 1 I l I I 2 I' 1 31 41 51 I l 6I -WESTCOTT® Since 1872 " 96 7 11 1. ii iiiiliiii�wiliiii�i i,i liiii�i iiiliiii lllllllllllllllliiii lllllllllllllll i — — e been reviewed by the Pub!'; nt for conformance with current city standare cceptance is subject to errors and emissions whicldo" not authorize violations of adopted standards or ordinances. The responsibility -Cr the adequacy of the 7.Uot3 totally with the designer. Additions, deletions or revisions to these dra wgs after this date will void this acceptance dl rqut a resubmittal of revised drawings f5r segt approval. 0 �m m Z � m lVinal cceiPance is subject to field inspection by the I r lic Works utilities inspector. Date: By: � 8 ` g 03