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HomeMy WebLinkAboutPermit D03-299 - CASCADE GLEN - LOT 1CASCADE GLEN LOTI 3830 SOUTH 132ND PLACE D03 -299 z W 00 y 0 W= J I; u-. W0 g J =d �W. Z� I- 0 Z uj p. O- - 0 1- W W` U- - 0% ll! Z U-. O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600010 Address: 3830 S 132 PL TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 1 Address: 3830 S 132 PL, TUKWILA WA Owner: Name: DREAMCATCHER HOMES LLC Phone: Address: 13407 51 AV W, EDMONDS WA Contact Person: Name: )AY KEIROUZ Phone: 206 300 -6874 Address: PMB 1190, 13619 MUKILTEO SPEEDWAY #D5 Contractor: Name: ) A K DEV & CONST CORP Phone: 206 - 300 -6874 Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS Expiration Date:09 /04/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2430 SF SINGLE FAMILY RESIDENCE WITH A 470 SF ATTACHED GARAGE AND 108 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE INCLUDING AT ROCKERIES, AND LAND ALTERING. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $ $237,179.88 Fees Collected: $3,268.81 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN 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 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N doc: Devperm DEVELOPMENT PERMIT D03 -299 Permit Number: D03- 299 Issue Date: 10/24/2003 Permit Expires On: 04/21/2004 Public: Non - Profit: N Printed: 10 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc:ork. I am authorized to sign and obtain this development permit. Signature: ' '_� Date: ©( /0'3 Date: ( Print Name: �'12SH-J 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 D03 -299 Printed: 10 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600010 Address: 3830 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 1 PERMIT CONDITIONS Permit Number: D03 -299 Status: ISSUED Applied Date: 09/25/2003 Issue Date: 10/24/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doe: Conditions D03 -299 Printed: 10 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: 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. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: 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. 23: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of and 50 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. 24: 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. 25: 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. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 28: 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. 29: 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. 30: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 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. doc: Conditions D03 -299 Printed: 10 -24 -2003 44'A liswa: cp xacwrn.4 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: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: \ ii-JA. t _.)z D03 -299 Date: G /Z4/d Printed: 10 -24 -2003 Name: Company Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: Company Name: Mailing Address: Contact Person: E -Mail Address: Vppliationalpennit application (3-2003) 3/2003 CITY OF TUKWILA Community Developme• iepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** Site Address: xEv `� Z % ' C _ Suite Number: Tenant Name: L0 Property Owners Name: -- Mailing Address: t-t 6 ) el 3Q `S ,o _s C " ^r -...4 ! `t om fs� webN state Mailing Address: E -Mail Address: Z • Cz ENGINEER':O RECOx t� . �. �: C ' � 1 � t � 4r Contact Person: �ct_ Page I King Co Assessor's Tax No.: i Gi u •— cw.: (`0 Floor: New Tenant: ❑ .... Yes ❑ ..No City Day Telephone: ` ,r 3 c`�t� �c 8 7z-I City Fax Number: City Day Telephone: Fax Number: } plans must be wet stamped by =Engineer o� Record • r. fit .. (. r. ? f.i. ..= r.. 1i!"Ft t�\ , kt �:': F .... ,}.*.. l �. .. ��'. _t� +rsx;�?xr;:sr.:. . dtazr' �. �=" 2 5 •e...f;?i�t1 %': "f'�xtS ^� "�?52i State Zip L Z '7 i z State State Zip Zip Contractor Registration Number: J 7k. Z: 5 Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCH�T��'l Zip City Day Telephone: E -Mail Address: Fax Number: City State Zip Day Telephone: Fax Number: )R1VATIP' =203:Y =3671 .y },o'•�RJw�: :(41 e:d .ttSC�.L,�({ %�:.q�t,.+���c � bid price): $ ! 5 nr' er o -�1.. iJ ING':P Valuation of Project (contractor's Scope of Work (please provide detailed information): F i:&.S - LL f ' Will there be new rack storage? ..Yes a If "yes ", see Handout No. for requirements. FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ..Automatic Fire Alarm El _None ■applicationskpennit application (3.2003) 3/2003 Existing Building Valuation: $ Page 2 Troy ideAll Building Areas in Sgaa're FootageBelow 2 :Floor; ` th t Basement Accessory; Stricture Attached,Garage , Detached: Garage:: :A ttac he d EC ..Detached C . CoveredDec . Addition tai '; Existtng : Structure 1 267 lo !08 • Type of Construction per UBC �� sJ Type .of Occupancy per,: • UBC PLANNING DIVISION: Q`� Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) I Z7 S g *For an Accessory dwelling, provide the following: Lot Area (sq ft): 71/6 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: R. Other (specify) 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 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. ER.IV�IT�I1�Tt'� T1 Q1' Scope of Work (please provide detailed information): Water District ❑ ...Tukwila K.. Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila R.. ValVue ❑ .. 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 - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ig...Total Cut "..Total Fill ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ Plea refer to1) Works Bulletin #1;for'fees_ and estii>riate "sheet:_' ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑...Backflow Prevention - Fire Protection Irrigation Domestic Water ■.appliationalpennit application (3.2003) 312003 cubic yards cubic yards ❑ .. 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 ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ Deduct Water Meter Size „ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City Day Telephone: City State State Zip Zip > i. S2" ditW,�dxii�`34 + ��1i�"��.J'$� 5 .� :��3<� �l,'r��er,�sY {'r t�.'{ ;:Upit Q U . YP • " : ` !..Qty =' ' .. nit . YPe:' Qty:,:. ' ,.. o eir Compressor.. � , Qty. Fumace<100K BTU 1 Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 3 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 1 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Command MECHANICAL CONTRACTOR INFORMATION Company Name: ., A v_ C-- Mailing Address: Contact Person: E -Mail Address: Indicate type of mechanical work being installed and the quantity below: City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: /o/ o J' / ,02 ( * *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): S C,1j -6 Scope of Work (please provide detailed information): t /`5 .�'r� L f Ess`c•� �7�C S'`z' `-t s Y\ Use: Residential: New .... Replacement .... Commercial: New ....0 Replacement .... 0 Fuel Type: Electric Gas ....EL Other: • 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. BUILDIN( -OWNE Signature: AUTH • RIZED AGE T Print Mailing Address: -,}�� Date Application Accepted: %apptiatiorotpermit application (3 -2003) 3n003 Date Application Expires: v y Page 4 . .........WW're WIValif!!7 kt kell MtS • .... .....egicr�+4. City tors *z r *tom yk Date: '2 / 7 57/.73 Day Telepho `2 A) 6 8 ?Li State Zip Staff Initials: � S Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600010 3830 S 132 PL TUKW CASCADE GLEN - LOT 1 R03 -01297 BLH ADMIN ]AK DEVELOPMENT AND CONSTRUCTION Payment Check 2299 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description Account Code 000/322.100 000/342.400 000/342.400 000/386.904 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,832.55 Current Pmts 1,766.55 23.50 38.00 4.50 Total: 1,832.55 D03 -299 APPROVED 09/25/2003 1,832.55 10/24/2003 03:38 PM $0.00 °VP Printed: 10 -24 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -01177 Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doe: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600010 3830 S 132 PL TUKW CASCADE GLEN SKS 1165 DREAMCATCHER HOMES Check 2271 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Description. RECEIPT Account Code 000/345.830 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,436.26 Current Pmts 1,148.26 250.00 38.00 Total: 1,436.26 D03 -299 PENDING 09/25/2003 1,436.26 09/25/2003 02:04 PM $1,832.55 -- 3046 09/25 9716 TOTAL 4471.14 Printed: 09 -25 -2003 Pro'ect: i ti o ot, .919 C*44 - (of Type of inspect t" 1 60 d s czs, 1 � r / Date Date Called: / 3/ C) Special Instructions: '" L �4i� � n'J IVeASe Wanted: cia.., 01.1 Requester: : q Pho No. . 'J qQQ - 45 2 74 l5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D63 PERMIT.N ^ � ' (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. El COMMENTS: Otc. 'To F1)4(4 Inspector 1 $47.00 REINSPECTIOt�t`FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Protect: CG.S( UAP C. p v\ 1 Type of sp5ction: L iv.sula 'it Address: S 3830 \3) ... Date Called: , 1 30 o Special Instructions: Date Wanted: 5----4-1 t_—! - 0C a. rr�! p.m. Requester: Phone No: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COM ENTS: Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje : t /� cN S.0 G c1 e C11.a to 1 Type of Inspection: • + , 00 T � s S\AGA , (v. Address: 3 30 S 134- -1 Date Called: ' 3O - 0 �, Special Instructions: Date ant : ` „ �`` �iy""�v' a Requester. x,30∎ �I Phone No: PERMIT CITY OF TUKWILA BUILDING DIVISION "' 1/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. COMMENTS: Inspect INSPECTION RECORD Retain a copy with permit I - 1 Date: Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '~ W 6 00 co o co w J = U) u_ w • ¢ = • a I— Z = W O • W U D O N O I— W W H ~ . I I O .. W U= O ~ Z COMMENTS: Type of Inspection: �� 0 i Address: 0 S 132h t) P` ...- 4 / J( t , 441 , 0 /LP.i,f,_oi) d j� � / t , J Alt-- SC-!J�/ r ) 6- Cl AS 1 t -r � `'/ � a C '' "' Requester: � � Ck. Phone No: goo-6874 J P' V 4 aa A/m..1w i 5 di fia,,,virw\Qa 'p.-- r)t/L. A..l£) ,ai cce d f ( 0 f i -n .0 . i /1/ 4c 2,1.0-• / Y-7, ,Li i94,, g4, / OK • Y-' U c (il/` '1 U ' . 4`l7) / c. t,-) r...c, , / // r � (! , =dot/ Yi --f" u1 /-) Lt/' ► . i / / Project: e. bl en Type of Inspection: �� 0 i Address: 0 S 132h t) P` Date Called: a 21-04 Special Instructions: Lot ) Date Wanted: , 1 2 . 8 n t-i.�' -V a C '' "' Requester: � � Ck. Phone No: goo-6874 c(4 003 -z" 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 Approved per applicable codes. El Corrections required prior to approval. Inspector: %U Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: C e as�ae � Glen - � - 1 Type of Inspection: • wall baar nca<i ino Address: 383o S 132nd P1 Date Called: 2- 23- D# Special Instructions: Lot 1 Date Wanted: 2i4'D p m Requester: �i C� Phone No: 296-730-2-`162. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. P03-29/ PER NO. I* (20 • )431 -3670 COMMENTS: El Corrections required prior to approval. Date: ctor: $ .00 REINSPECTION EE REQUIRED. )' rior to inspection, fee mu$t be id at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prgject: ,1 ./). - L C--7 /i 0 Type of Inspection: ' c 1 i , � , , a j Addi ss• / c,3 ,c , /:. Date Calle -)0 / 0 4 Special Instructions: Date Wanted: a.m. ( _ / / r /U Li Cpl Requester: r _•' ) ? i Phone.. o _ 30 , -1 67 V INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 003 - dam PERM (206)431 -3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: 1^ ft ^JC: Date: — 7 -0 $ 47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be /paid at 6300 Southcenter Bl(d., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 PrAect: ( Vik4:Lt 0)...00_ct L.64 .1..... 6, Le-N Type of Inspection: Addrss: 3 6 - 3 0 u2 7_. ? 1 Date Called: .2 — 0 - 0 y Special Instruction' Date Wanted: a.m. 4 2- - % '2 — Oki P.m. Requester: .... /1,... (.... Phone No: 1 0 c, - - 3d0 --&g71,1 •• •••,, • .1■4••■■ • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit PERM A, •Al (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must/be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectibn. Receipt No.: Date: ,• je t . � - i e .1/41 T of Ins ection: — � a . 14/1.41/7 L Add ess: D 0? illioitd Special nstructions: Date Wanted' a.m. Requester: 11 � 1 Phone No: U /i' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Approved,per applicable codes. Corrections required prior to approval. COMMENTS: a311/1Qz ,A.rl1l0 O Q.) - r. Date: aZ- A Z. l� y $47.00 REINSPECTION FEE REQUIREb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: Date: .26 COMMENTS: } .--, .4—/ _ t l J C-0 ) [' , 0 170 467G7 (A r7.6 ' 4, �, r � �' i �, G/(�/ C, t ? C� . r • t, C , 4, 2 �. /" / n ,'dfl /1. / 391, , (, J 0 .- -r- 1 4 > -- , !Z, ee,, r ; 0 t,, l'r., �. 4�a -n i '2, c /Pavf � � /a.7 - `1 Special Instructions: Loft 1 Si Ne // 8) ti, i`cr el OA (rte d. r� ,,,YC i// 4._ ( ( ,: ,, ,. i—r) \ L� .._ / 7 < /), 3 / JJ 0,4f, f '/ . 6 /��f,/ /4Ja cid9,. / -, /1-,/ A-1)A., i in 5 h// 7' 5 - 7• - Truss \ 0(. ‘ v.c -- S A-4 A f 4 (� ,\ � C � Project: /) _ scale. � Type of Inspectio � r A lmi Address: S 132 PI Date Called: 6 04 Special Instructions: Loft 1 Date Wanted: 2—�� - /a, rri Requester: %Jay ` Phone No: 3oa- -607 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. i\ • 1)03 -21q PERMW (206)431 2 3670 DT :brrections required prior to approval. Inspector. Date: 2.., (' O J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr•'ct: , -- . �i. %1Q / Type Inspection: • 4,11 . ..I� mil ' • • " 13^ 91 Da a Cal ela f i i t Special I structions: Date Wanted L. I I6 b 3 m, �.m. Requester: Ai I CIC Phone No: oar -- 1( 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit e Q_;13; °Sr• Date: PER Ill NO.. ..-� 206)4 1 -3670 nspe t r: Date: 2 71 $ .00 REINSPECTION EE REQUIRED. Prior o inspection, fee must be aid at 6300 Southcente Blvd., Suite 100. C II to schedule reinspection. o Pr ' ct: Cc ) &I Typ of Inspection: • • i� f`,O .0 i Ul;TV n 6 A etr ss: 33W 3. I � f1 Date Called: pi Special Instructioris. Date Wanted: jo IR V3 as m. ( '. .m r Requester: 14 Phone No: _20(0 :1 - 2 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD RetaitM a copy with permit PERM ( 06)431 -3670 El Corrections required prior to approval. COMMENTS: p • cto D / /8`0 $ 7.00 REINSPECTIOP FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 1 O. Call to schedule reinspection. Receipt No.: Date: P sec � t: r044) c 1 i.�.�— Let I T nt ctio f nspen: S r ace s c) S. , ail. Date Called: I J I 1 t /0; Special Instructions: t Date Wanted: { ! ///..40 1 ' a.m. 3 ii. Re i �'� Phone No: m-° ' 73 INSPECTION RECORD INSPE - ON NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PE NO (206)431 -3670 Corrections required prior to approval. COMMENTS: spe ,'' $ 7.00 REINSPECTIOI FEE REQUIRED. Pri aid at 6300 Southcen er Blvd., Suite 100. !Receipt No.: Date: r to inspection, fee must be all to schedule reinspection. Date: COMMENTS: Type of Inspection: . gl Address: R 0 r$ /4,-2 PI Date Called: it 10 io 3 Special Instructions: Date Wanted: ( a.m. Requeste 1 a Phone No: ;062 -..00- 6g 75. I I\ kilt D10 q- s 1 CO K. , e•-• * 1 ' r - r1.31 .._ S ' _ . ( 1 e r ) 7 ,,..„, A.,....4,....0.-A , ■,. 4.. <Poi i . ..1. . ,..,;,,, \ ... -,,,' 1 - to (,.) • r, , f:: ;../`. ,t„..a.- t 1 $, ) Prpject: uc6ccede aryl- iyd 1 Type of Inspection: . gl Address: R 0 r$ /4,-2 PI Date Called: it 10 io 3 Special Instructions: Date Wanted: ( a.m. Requeste 1 a Phone No: ;062 -..00- 6g 75. ap.nau. 41 AA :7.1,41t14 .3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1, Appr6ed per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. El Corrections required prior to approval. Inspector: N.1 Date: I t /I $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•'ect: - :.: � ' ' / .n Typr_of Inspection: .[l i ''r' /1?� : _ 1 I 00) A A. dress: . 5g9cD So. 13; 2 (, Da e Called: 1 It (7(0 Special Instructions: • Date Wanted i / ( q 0 3 p. m. Requester: i A_ Phone No _ki .042-3 — (A7 INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: /1, / if) '5 $47.00 REINSPECTI N FEE REQy(RED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 59 4-5 P ject: Yot.4 C C1fig — k t- ( Type of Inspection: cic � + /.1 c.e)a. / Is Addre Date Calle Special Instructions: 0 f (ISJ 1 t to . Date Wanted: Requester. Phonee No: 7.6 fo ' c'?'9L e 2Jar tS47L3i'aif�Kia'.ay' o u;'ai'� ° Eii� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM �� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: frispea pr; L^ Date: 1/ G /t $4 7 1 00 REINSPECTION FE REQUIRED. 'Prior to inspection, fee must be ai at 6300 Southcenter B lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: v. o�ect: /11.-0.-Sit / Type of Iryspection: _ —"' Address: 3S30 . i32 N(9 I Date Called: 1 — - — 0 3 Special Instructions: Date Wanted: a.m. Requester: g Pt Phone No: ..0 1 — 3Oca - / INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 121 - A - pproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: nspect 00 REINSPECTION FEE REQUIRED. Prior inspection, fee must be at 6300 Southcenter Blvd.,, Suite 100. Cal to schedule reinspection. Rece i t No.: (� L -Date: Date: Project: (/ rii� -id- Typ f. Inspecti n: - G(:f i � -7 ")/7 -6 i Address: s1DS,( - -2I44) f Date Called: Y Special 4) 7 v VIA `�' ji/rryvi. Date Wanted: H 5 b J � a m Requester: \ J 4.A/4:- Phone No: ► "30U -1 2.0 L _ L-f 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. COMMENTS: a ao Caw 0-4/-. orrections required prior to approval. 47.00 REINSPECTION F REQ%JIR,D. Prior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No.: Date: a W,,, Q,,N sc.' ( .*m ,-1•_ . (,k�.c. (`�r1 - � ; -le_ -E- +4-, l - ' r ,c " r C, 1- - . .)re - ie - .r\ �c -4 c.11 tlVc.. -' > _ ricLt C1e 1r) CG. 1 \ 4-1 ∎-rS. I C 1--, ' =.'+ I- r ' e \ !`7 \ c- ( .1 1-1-r t i "t ' U. ce.. �. e `ems .Nc ( "142 t21, C-. < \ c u N-1 1 1-,C7't LA" ,c,4 . ' T c. c - 14'1 c Jr \CA0 \!X r '1� 11 .. 0.-.C` (?t1 ( ! ' 2 . 4e._ "�t`e k,(• — i - , \ k C\.c l�c) (c2 _O(1 C 4-cc.,r- ' -ac c.. ' -ac \ h....te i , of- , r1Kar k It'N C.0 -C�c l(( .t' \r Q 7 � , ' \ c7(_t-!^ r �(- 4-iz.0 (1 r c t-. f r Y re--.Cruet 11 r 1Ion r1 c..-4-,`e--(1.-C, CV +t N.(' P1RC 4 .0..---1 Ctl C ,.(.9 w 7Z , .....\ \ h(.. V c...._)e._ �(A() S"YC Y 1.S P." t'' 1 4.. C"�.l' r ( ; L c x' r. ` t t \ . ( IG. 1!(7' k 1 -} ,o .er,ral .,. t A. A ,r: • , AO C '-- ---' U r AS Q. . ,' % IS 11 . a (4f .� l/ / iii i 4;0 •P� < sioN 1 ', r�.��t�,� , i ,may "--") -1 f . c 7 t7 ?,.Ss --7,4 -- c : RECEIVED CITY-OF TUKWILA APR 2 9 2004 PERMIT CENTER Project Earth Consultants, Inc Gmxchnkal Engineer., GcoloOsts & E lmnnxtltal SdenlLgts OmstructIon Tcsang 8 IQ / \%AIlX inspection stxvicac 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739-6670 FAX (425) 746 -0860 DAILY FIELD REPORT General Contractor Grading Contractor Field Rep. Time On Site Travel Time Permit No. Job Location / - o-f-t1 f"> �•• c, General Contractor's Superintendent Grading Foreman Job No. 10 176 Time Off Site Page of I t Miles Hrs. Charged z Dat 2A-3 /c) W her Checked By Report No. Day of Week Wed Visitors Client/Owner Received Unchecked By Date Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: I COPY TO: l.ot 1. .OcZ3 Zq 9 CONTINUED ON NEXT PAGE ❑ FIN. GRADE .o 4 "DIA. PERF. DRAIN NV 6" MIN. OF WASHED GRAVEL WRAPPED NV 6E0 TECH FABRIC TYP. FOOLING DRAIN DETAIL 6" INCOMPLETE LTR #_L, 0061_08sldr.dlg - 105- Z �9 CO w u. < = �. w Z = r~. 0 z1-- w D o 0 cn . O I- CU L 1� z I U N 341° 0~ pks .1.00 . NOTES: 4' MAX. HEIGHT 1' MIN. CONNECT TO CATCH BASIN OR DAYLIGHT TO DITCH 6 OUTLET PIPE SEE ABOVE FOR ROCKERY DETAILS MIN. 16' UNDISTURBED • SOIL 2' DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT -01P GALVANIZED, ASTMA 3. ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 10' POST TO POST SPACING WITH SLIP FIT EXPANSION JOINTS. NON- SHRINK GROUT (MOUND TO DRAIN) NO STRUCTURES, ROADWAYS, OR PARKING LOTS IN THIS AREA. 12 i (OR FLATTER) 1 2- 1' MIN. 4 2% 12' NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) FREE-DRAINING BACKFILL: MIN. 12' WIDE LAYER OF 2'-1' QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1' DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE; MIN. 2' GRAVEL UNDER PIPE, I2' WIDE MIN. 4' DIAMETER PERF. PVC, SOR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 1% CONTINUOUS SLOPE TO OUTLET; PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. VIEW FACING ROCKERY 4' DIAMETER GALVANIZED AND OUTLET PIPE STEEL SLEEVE 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. ROCKERIES ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LB 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE City of Tukwila ROCKERY & SIDEWALK W/ SAFETY RAIL SHEET: RS -05 REVISION #1: 08.03 APPROVAL: B. SHELTON ',.a::..�j. y rn ^r ::sxLsi 7�iai M File: D03 -0299 35mm Drawing #1 J ARCHITECTS / J NORTHWEST Architects Northwest. Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 P: 425 - 485 -4900 F: 425 - 487 -6585 Toll Free 1-888-ARCH-100 Emall: archnwl @aol.com 1997 UBC LATERAL ANALYSIS CASCADE GLEN Can' OF TEA APPROVED FOR OCT23 2003 AS i PLAN M2400A2F -1 RECEIVED CITY OF TUKWILA SEP25 2003 PERMIT CENTER CITY OF TUKWILA, WASHINGTON TO BE BUILT ONE SINGLE TIME BY DREAM CATCHER HOMES LLC 5046 ■ it A ARCHITECTS NORTHWEST 1997 UBC LATERAL ANALYSIS FOR PLAN M2400A2F1 (INCLUDES 3 -CAR OPTION) NOTE: PLAN M2400A2F -1 IS A MINOR REVISION O PLAN THE ADDITION OF 2' AT THE FRONT O (LATERAL ANALYSIS ATTACHED). 'TLVING /FOYER AND THE PLACEMENT OF FOUNDATION WALLS BELOW THE PREVIOUSLY CANTILEVERED T THE LATERAL 10' NOOK BAY. THESE REVISIONS HOLDDOWN NOR DO THEY HAVE ANY LOADING, SHEARWALLS OR AFFECT ON THE 3 -CAR VERSION (LATERAL ANALYSIS D ) . THEREFORE THE LATERAL ANALYSIS FOR PLANS M2400A2F-0 AND M2400A3F -0 APPLY TO PLAN M2400A2F -1 AND ITS 3 -CAR OPTION. 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 W00 AX: (425 487 60585 Check Seismic: V = 0.1964 x (W) w lbs. V in full strength values max V seismic WOAup =( 1404 sf /rf + 1380 sf/ wl + 0 sf / flr )x 10 psf = 27840 lbs : V roof= 5468 lbs. (for rho calc.) W a y -y •( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x=( W 2 x -x=( W 3 x -x=( W 4 x -x=( 0 sf /rf + 360 sf /rf + 699 sf /rf + 345 sf /rf + 0 sf /rf + 324 sf /rf + 576 sf /rf + 504 sf /rf + 0 sf /rf + 0 sf/ WI + 292 sf/ WI + 738 sf/ wl + 350 sf/ wl + 0 sf/ wl + 296 sf/ wl + 600 sf/ wl + 484 sf/ wl + 0 sf/ wl + 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 6520 lbs : 14370 lbs : 6950 lbs : 0 lbs : 6200 lbs : 11760 lbs : 9880 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2'x -x = V 3 x -x = V 4 x -x = 0 lbs. : 1281 lbs. : 2822 lbs. : 1365 lbs. : 0 lbs. : 1218 lbs. : 2310 lbs. : 1940 lbs. : 0 lbs. : 0 plf 89 plf 202 plf 52 plf 0 plf 66 plf 90 plf 188 plf 0 plf WOAmain= 2390 sf /rf + 3980 sf/ wl + 1154 sf / fir )x 10 psf = 75240 lbs : V total = 14777 lbs. W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x=( W 2 x -x=( W 3 x -x=( W 4 x -x=( 273 sf /rf + 649 sf,'rf + 834 sf /rf + 634 sf hf + 0 sf /rf + 539 sf /rf + 892 sf /rf + 959 sf /rf + 0 sf /rf + 260 sf/ IAA + 942 sf/ wt + 1850 sf/ wl + 928 sf/ wl + 0 sf/ wl + 917 sf/ wl + 1708 sf/ wl + 1355 sf/ wl + 0 sf/ wl + 0 sf / flr )x 164 sf / fir )x 732 sf / flr )x 258 sf / fir )x 0 sf / flr )x 218 sf / fir )x 531 sf / fir )x 405 sf / fir )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5330 lbs : 17550 lbs : 34160 lbs : 18200 lbs : 0 lbs : 16740 lbs. : 31310 lbs : 27190 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 1047 lbs. : 3447 lbs. : 6709 lbs. : 3574 lbs. : 0 lbs. : 3288 Ibs.: 6149 lbs. : 5340 lbs. : 0 lbs. : 50 plf 304 plf 402 plf 102 plf 0 plf 278 plf 280 plf 577 plf 0 plf Lateral Analysis: 1997 UBC Compute Wind Load x -x, y -y: a y -y, upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs b y -y, upper= 10.00 ft wx 12.50 ft h= 125.00 sfx 15.35 psf = 1919 lbs c y -y = upper= 19.00 ft w x 12.50 ft h= 237.50 sf x 15.35 psf = 3646 lbs d y -y = upper= 9.00 ft w x 12.50 ft h= 112.50 sf x 15.35 psf = 1727 lbs e y -y = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs 1 x -x = upper= 9.00 ft w x 8.00 ft h= 72.00 sf x 15.35 psf = 1105 lbs 2 x -x = upper= 18.00 ft w x 12.00 ft h= 216.00 sf x 15.35 psf = 3316 lbs 3 x -x = upper- 14.00 ftwx 12.00 ft h= 168.00 sfx 15.35 psf = 2579 lbs 4 x -x = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs a y -y = b y -y = C y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = ARCH ITE NORTHWEST main= main= main= main= main= main= main= main= main= 7.00 ft w x 15.00 ft w x 19.00 ftwx 11.00 ftwx 0.00 ft w x 9.00 ft w x 18.00 ft w x 13.00 ftwx 0.00 ftwx 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 14.50 ft h= 10.50 ft h= 9.00 ft h= 9.50 ft h= 0.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 0.00 ft h= 101.50 sf x 157.50 sf x 171.00 sf x 104.50 sf x 0.00 sf x 81.00 sf x 162.00 sf x 117.00 sf x 0.00 sf x 13.50 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = Plan : M ^400A2F -0 Lateral Analysis: Date: 10/30/99 P: Max Ht - upper= 27.0' Q Ridge; :Use P = 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 20.0' rg Ridge; :Use P = 13.50 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule P: Max Ht -lower = 15.0' :Use P= 13.22 psf 1370 lbs 4001 lbs 5906 lbs 3108 lbs 0 lbs 2176 lbs 5457 lbs 4126 lbs 0 lbs Total Wind Loads TWL y -y upper = 7291 lbs TWL x -x upper = 7000 lbs TWL y -y main = 14386 lbs TWL x -x main = 11759 lbs WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 0 0.00 ti If shear wall tl sw y -y 14.33 ti If shear wall 54.33 14.00 ti If shear wail 26.00 tl If shear wall 0.00 tl If shear wall 18.50 tl If shear wall tl sw x -x 25.67 tl If shear wall 54.51 10.34 tl If shear wall 0.00 tl If shear wall 14.33 3.00 8.00 6.00 4.50 21.50 0 18.50 3.50 5.33 16.00 9.67 2.67 2.67 5.00 2.75 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 20.83 tl If shear wall tl sw y -y 11.33 tl If shear wall 83.83 16.67 tI if shear wall 35.00 ti If shear wall 0.00 ti If shear wall 11.83 tl If shear wall tl sw x -x 22.00 tl If shear wall 43.09 9.26 tl If shear wall 0.00 tl If shear wall 8.33 3.00 16.67 5.50 29.50 0 3.00 3.50 5.33 16.00 6.00 1.88 1.88 2.75 2.75 0 ARCHITECTS NORTHWEST late: 10/30/99 Compute sum of phear- Resisting Walls & Compute V .., V y -y upper floor: main floor: ompute V x -x max. and V y -y max. location upper floor: a y -y = b y -y = c y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x -x = main floor. a y -y = b y -y = c y -y = d y-y = e y-y = 1 x -x = 2 x -x = 3 x -x = upper floor: Sum SW cap y -y= Sum SW cap x -x = main floor. Sum SW cap y -y = Sum SW cap x -x = V wind 0 lbs 1919 lbs 3646 lbs 1727 lbs 0 lbs 1105 lbs 3316 lbs 2579 lbs 1370 lbs 4001 lbs 5906 lbs 3108 lbs 0 lbs 2176 lbs 5457 lbs 4126 lbs Verify Capacity of Designed Shearwalls: 54.33 If x 54.51 If x 83.83 If x 43.09 If x Redundancy Factor Check: Vmax for "p =1" 198 plf + 198 plf + 304 plf + 350 pif + Vmax = (2)xVt / sqrt A A= 1360 sq ft Vmax = 801.4 Since 801 plf > full seismic of 567p1f at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear. • Roof diaphragm: b y -y: 1919# / 14.33 ft of top plate = 134p1f< 140plf. OK Use full ht studs under scissor truss. Roof diaphragm: c y -y: 3646# / 140plf max = 26ft. Design truss for added 3634# lateral load. Use continuous solid blocking SW to truss. Roof diaphragm: 2 x -x: 3316# / 140pif = Use 24ft of sheathed wall to deck between trusses, per Det #5. (Or design truss bracing for 3316# lateral load) Roof diaphragm: 3 x -x: 2579# / 140plf = Use sheathed gable truss to deck, per Det #4. Upper floor diaphragm: b y -y: (4001# - 1919#) / 14ft of continous top plate = 149pIf < 177p1f OK Upper floor diaphragm: c y -y: (5906# - 3646#) / 20ft of continous top plate = 113plf < 177plf OK Main floor roof diaphragm: d y -y: Use details # 9 and #10 for tranfser from SW above to roof deck. 89plf < 140plf OK General: Use P1-6 sheathing at gables and gable end trusses continuous with sheathing below. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 a�i�''t n � • ''E�&.t a. �:t�' �'�!�A',�^ ° ,�`•�`t��a. �t.t.,b'�'t '���,� Plan : M2400A2F -0 V seismic /1.4 V max #'s / length plf governing force 0 lbs 0 #'s/1 = 0 plf wind Use SW #: not applicable 915 lbs 1919 #s/1= 134 plf wind Use SW #: P1- 6(198p1f) 2016 lbs 3646 #'s/l = 260 plf wind Use SW #: P1-4(304p1f) 975 lbs 1727 #'s/I = 66 plf wind Use SW #: P1- 6(198p11) 0 lbs 0 #'s/1= 0 plf wind Use SW #: not used 870 lbs 1105 #'s/I = 60 plf wind Use SW #: P1- 6(198p1f) 1650 lbs 3316 #'s/1= 129 plf wind Use SW #: P1- 6(198pIf) , 1386 lbs 2579 #s/1= 249 plf wind Use SW #: P1.4(304p1f) 748 lbs 1370 #'s/1= 66 pif wind Use SW #: P1- 6(198p11) 2462 lbs 4001 #'s/1= 353 plf wind Use SW #: P1 -3(389p1f) 4792 lbs 5906 #'s/1= 354 plf wind Use SW #: P1 -3(389p1f) 2553 lbs 3108 #'s/I = 89 plf wind Use SW #: P1- 6(198p1f) 0 lbs 0 #'s/l = 0 plf wind Use SW #: not used 2348 lbs 2348 #'s/1 = 199 plf seismic Use SW #: P1-4(304p1f) 4392 lbs 5457 #'s/1= 248 plf wind Use SW #: P1-4(304p1f) 3814 lbs 4126 #'s/1= 446 plf wind Use SW #: P1- 2(516plf) 0.00 If x 0.00 If x nN 100 plf = 100 plf = 0.00 If x 198 plf = 0.00 If x 198 plf = 10758 lbs > 7291 10793 lbs > 7000 F.O.S. _ 25485 lbs > 14386 15082 lbs > 11759 page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = F.O.S. = 1.48: OK 1.54 : 1, OK 1.77: OK 1.28: OK WOODINVILLE, WA 98072 FAX: (425) 487 -6585 1 ARCHITEC1 S NORTHWEST )ate: 10/30/99 Plan : M2400A2F -0 Check dverturning for Holdown Selection Note: No roof dead load used to resist shearwall overturning, Location width V plf ht. upper floor: b y -y = cy -y= 14.33 8.00 6.00 d y -y = 4.50 21.50 1 x -x = 2 x -x 3 x -x Use(13) Use(6) Use(2) Use(2) Use (11 ) Use(2) 18.50 9.67 16.00 2.67 2.67 5.00 134 plf x 260 plf x 260 plf x 66 plf x 66 plf x 60 plf x 129 plf x 129 plf x 249 plf x 249 plf x 249 plf x 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 1082 lbs - 2105 lbs - 2105 lbs - 537 lbs - 537 lbs - 483 lbs - 1044 lbs - 1044 lbs - 2016 lbs - 2016 lbs - 2016 lbs - main floor: a y -y = 16.33 66 plf x 11.500 ft. h. = 756 lbs - 100 4.50 66 plf x 11.500 ft. h. = 756 lbs - 100 b y -y = 8.33 353 Of x 8.083 ft. h. = 2854 lbs - 160 3.00 353 plf x 8.083 ft. h. = 2854 lbs - 160 c y -y = 16.76 354 plf x 8.083 ft. h. = 2864 lbs - 160 d y -y = 5.50 89 plf x 8.083 ft. h. = 718 lbs - 80 29.50 89 plf x 9.000 ft. h. = 799 lbs - 90 1 x -x = 3.00 199 plf x 8.083 ft. h. = 1605 lbs - 160 3.50 199 plf x 8.083 ft. h. = 1605 lbs - 160 5.33 199 plf x 8.083 ft. h. = 1605 lbs - 100 2 x -x = 16.00 248 plf x 8.083 ft. h. = 2005 lbs - 170 6.00 248 pit x 8.083 ft. h. = 2005 lbs - 170 3 x -x = 1.88 446 plf x 6.500 ft. h. = 2896 lbs - 65 1.88 446 plf x 6.500 ft. h. = 2896 lbs - 65 2.75 446 plf x 8.083 ft. h. = 3601 lbs - 2.75 446 plf x 8.083 ft. h. = 3601 lbs - STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist. CS16 strap -36"l w/(18)10d nails CS16 strap -461 w/ (28)10d nails MST48 w/ (34) 16d nails H6 w/ (16) 8d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142ND AVE. N.E. /SUITE 100 PHONE: (425) 485 -4900 Uplift = [(ht x plf x width) - (2/3 D.L.x 1/2 wia. / width It is considered equal to any uplift force from wind. M / width DL /If Uplift 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs 704 lbs. 1894 lbs. 1946 lbs. 418 lbs. -31 lbs. -6 lbs. 789 lbs. 622 lbs. 1945 lbs. 1945 lbs. 1884 lbs. 218 lbs. 608 lbs. 2414 lbs. 2696 lbs. 1979 lbs. = 573 lbs. _ -77 lbs. 1446 1420 1429 1107 1668 2856 2856 lbs. lbs. lbs. lbs. lbs. lbs. lbs. Use : Use: Use: Use: Use: Use : Use: Use: Use : Use : Use: Use: Use: Use : Use: Use : Use : Use: Use: Use: Use : Use : Use: Use : Use : page 3 of Holdowns selected Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 220 lbs = 220 lbs = H6 w/ ( 16 ) 8d nails CS16 -46 U -strap w/ (28)10d nails MST48 w/ (34) 16d nails scheduled nailing scheduled nailing scheduled nailing CS16 strap -36 "I w/(18)10d nails H6 w/ ( 16 ) 8d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails 11 5/8" AB w /in 12" of panel edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 8" edge dis STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge 5/8" AB w /in 12" of panel edge STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge MST48 w/ (34) 16d nails STHD14 w/ (38) 16d sinkers, 1 1/2" edge di STHD14 w/ (38) 16d sinkers, 1 1/2" edge di 3402 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 3402 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge Holdown and Shearwall Summary Use (1 ) STHD10 wl (28) 16d sinkers, 1 1/2" edge dist. Use ( 4 ) STHD14 w/ (38) 16d sinkers, l 1/2" edge dist. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 e ARCHITECTS NORTHWEST Wind per Section 1615: Calculated Wind Pressures at Prescribed Building Heights: Earthquake per Section 1626: Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W 1 891 5 - 1 42nd AVE / SUITE 100 PHONE: (425) 485 -4900 JOB r \ 4 - ' I .._. L CALCULATED BY DATE t o 3d l 94 SHEET NO 4- of Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Design Wind Pressure: . P= CexCgxQsxlw Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor z 1 z • w 6 U O 0 ( o W w J H P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H N p Site/,Project Specific Values: Ce = 0.62 (Exposure B < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) ILQ CO = d Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) f "' _ Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q z F- R = Rotation value from Table 16N ; W = Total Seismic Dead Load z I- 111 i o Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) D U O 52 O I- wW � U U = H I -. Redundancy Factor p (Equation 30 -3) combined with r max equation (Section 1630.1.1) z creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw) /sqrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grader HF#2 or better; HF #3 studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" COX- -7/16" OSB w/ 8d @ 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T&G CDX plywd w/ 10d @ 6" oc at edges (177p1f allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 518" dia x 10 "L 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. Exposure B 80mph W00DINVILLE, WA 98 FAX: (425) 487 -6 SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 Of 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel'edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 5 /8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3 /8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C -C /C -D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITECTS NORTHWEST updated 7/30/98 S T HD1ORJ w/ (28) 16d sinkers, 1 1/7'. edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHDI4RJ w/ (38) 16d sinkers, 1 12" edge dist. STHD14w/ (38) 16d sinkers, l 1/2" edge dist. HPAHD22w/ (12) 16d nails, 1 1/2' edge dist. HPAHD22 w/ (16) 16d nails, 1 12" edge dist. HPAHD22 (19) 16d nails, >8" edge dist. 5 /8" AB wfm 12" of panel edge CS16 strap -36"I w/(18)1 Dd nails CS16 strap -461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w/7/8" SSTB28 A.B.w/ (4) 7/T bolts HD8A w/ 718" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) 8d nails • 1 891 5 -1 42nd AVE. N.E. / SUITE '100 JOB M. 2 4 0 f''I-1 - CALCULATED BY DATE HOLDOWN SCHEDULE 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# 1013t) (crt SHEET NO S of # listed for.1/97 Simpson Strong -Tie cat. # 2745# 2575#65 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#6 "c. hem-fir table 4430# 4220# • hem -fir table 1564#6 nails added for hem fir 2240# @8 "curb (16) nails max at rim joist 2607#6 nails added for hem fir. nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir W000INVILLE, WA 9807 PHONE: (425) 485 -4900 FAX: (425) 487 -65E / s) ARCHITEC 1 1'0 C4 J ,8 Ai • V -1 ea z I .1 C • a CS O D3. 18915 -142nd AVE. N.E. / SUITE 100 R. • ' -I I' MAIN PLO JOB CALCULATED BY NORTHWEST DATE 1 U.N.O. 9TRLCIV AL 6ABL_ elm TAIL 4 Q41)0 116 R.�ICE h►� 2467:116.2F - al 1 co 2 1 O w wl � LI , . �I • of I I 2; - 1 . 12.0 SHEET NO. OF `( T.O. BEAM • D' -II'J A$V. MAIN FLOOR 3 r '.O. El MAIN MAIM W00DINVILLE. WA 9807 FAX: (206) 487 -658 z O Z • W 6 U O 0 W W I —1 L CO 1 1� , {L C W 0 N Q C • a �.. Z � ZI- CU W U� O 5 . 1:3 W o 1— U- O w Z U (4 R. _ O F '" Z ARCHITEC .'S NORTHWEST vwL-� MST B DRM KNE_ ti55 PJLL 15I&NT 5TU05 • v.T.o. 0 55 • SLICER ACT ea IIOV 0 HALL VINYL :tLs CR °C5T5 °O_. ^ al 116 11' -b' +.!.'.. . B'EDRM 2 5 5 SEDRM 3 compel- 5 oareT 5° 51 -r-c"..; LINE OF R!.CR se.._. ....-......,..›..-- ... -±--- r I i i .4 ! i rt a v i111_ �I� • ! + (1)C/3114/.3 4 �A.. LI 10f0 1 4040 f_-1,5,,T ! i I — rii L 4r+ t5LpSg 4 p a � 6 V a� 5°! PICTURE •/ SAf. 41 L 18915 - 142nd AVE. N.E. / SUITE 100 • JOB h\2daoAa 0 f Pea. F-iL SHEET NO. OF II CALCULATED BY OATE t 017 oil? L1NE of ROOF 5!_ort m � /_ 1 T �"" I N W00DINVILLE, WA 980 FAX: (206) 487 -6E Z W _ O 00 co o WW J � L (LI ° J u. co Z Z O Lij 0 = 111 I-- - w z U O E- . z KIT NOVv I FREF.ISLA • 36 A. . 2-GAR 6' a GCI.G. 13(10 °.1 • 1 6' ' DIA. FRLS$ AIR MOM •/ OANF.-R 2x10 F.J. • 1 6' O G. _ .:11!tNIlli NOOK HOVm .4ANbc - Q TWO 510 2x10 O.C. r-AMILY OBL..5T5 t )2x6 P‘ NS J TINS O IS 2x10 P. 161. °_. 0 1 6' OG P05T5. 3EAM5. - t G2ILINSI W/ 3/8' rrO°- 'x• 5 AB. I 5 1/8 1/2' 5 .3. 24 -V 1.PSS: INTO.f/A ASV. '.I• SINp°.AN NJ.41 • DI x 50 OCMN TO -- OF ,:01575 'TYL 4 0 ARCHITEC . 5 NORTHWEST PATI me 01 .1 4. I IGOFraR -� m I !DINING ; GAROQ_T 18915 - 142nd AVE. N.E. / SUITE 100 1 '143 e JOB X0 2 F' O CALCULATED BY DATE 1 . SIL_ • — — • 1 bx6 NON- =TR;IG7VRAL z POSTS CIVSR 5" K2! 0ALF //Ai. • s_' A P.F 0 w 01 DI U Y " 3;1:3 0 x of i( s' C.G.'. I4• .ee 5'-6' 10( 30 L42 131 ,..?"....° CrAE LINE OF IN . VAULT 'LIVT "e G4RpQ7 avnr'9G 00 !NS CALF WAL NOSINIS AIRS lt.a (t.O (2)S7 et 00-1 1(t9)fL1 rinAlt- SHEET NO 05 I � , � , a y �SCFFI' 7CWN 'b' 6x1 2F. i BCT. CF 5.iM , - Vli a 511 ;31 GOVID o ll o ;= RI _II 0 I �.I ' - M I ' <I' I OI 2xb G. .. o. 6 'O.G. I 1 44 : `'CT. • 8• -II" A.M.F. 1 6 x10 0.F SOT. (•... II V III 8 • 1 I II 1 ' n > I V II l m b ' -0 . 2. -0 ++ J 10 III1 1 SOFFIT LISNTVYISHT 3 OF If • STC s W00DINVILLE, WA 98072 FAX: (206] 487 -6585 • ARCHITEC S NORTHWEST o., iet+ =[ • . _OCR .Aav PACT_t I S 7N, J_R 05.0 NO ) li • F_ry I :xIO a ib i Ito zl } I II -STS. 18915-142nd AVE. N.E. / SUITE 100 (I)S74b0t4,1 ' 1 ID' G' ry I , Y'EAT} -4 STRIP I• RVASTO,L OR I 1 FCR WATER PoOOKINS OM. STS. J1 2x 10. 0 16. 0.G 05L..JSTS LI 7.5. LINQ OF P.P. ASV. b 0 P • ,JOB hn 2 400 A 2 F- O CALCULATED BY MEr I 2x10 F.J. • Ib O.G. D9L• .STS. I I I- CRAWL SPACE b MIL :9LAGIJ V3. NSRVASTOP•L OR FL A5,4046 FOR HATER PROCFIN6 tB e I AIM e sTLB -air ■ • IS' OL. :�• AN6 X10 F.J. • I CC e r. RIM .GIST V EL..STS. 09L. STS. 1 DSL STS.I j 2xIO FJ. • 16' O.G. r-6- 7 —k 'Li' ID: Q 1 °j in Fe . 1 M VENT, T. FLOOR °V •• 00 . OVER 6 MIL - KJ V5. OVER. CGK -OUT GONG. FOR PJRN. OUOTS 1 2xIO =.' • 16' 0 . 0 12-0' G JOISTS THIS AREA N SHEET I NO. 1 GONTWE FCOTIN6 - 5L=EATI 0 iCOR SL 3 ON GRADE tr'6E OP 56A5 3 I o _. R PILL 71.R14 701'N SLAE 51 - 1• TO O.N. DOORS INTO F0011146 • (2)it OF ►1 dl) Sc'uo14 ClYt 'CUt r C ��' W00DINVILLE, WA 98072 FAX: (206) 487.658E ■ ARCHITECTS NORTHWEST , `PATIO i 2xb Ea7ACK -. JOE 5/4•6 t IMVCri 'RIM CALCULATED BY r 2400 DATE 1013 0 ( 9/ Exp P 51.1:6 CMPC51 Cu .6 LC L lf _ ATIG VENT (' . � �.R) g41 • 5 ,.� r r. ��~ 1x4 TRIM - u- edam 4 L, 10 EMI ' ■ : i: i Ik ,,,„, , �� • �� ��� 1 I ' �^.e UMW. - 1 ' ;U► ' 1"I ' - u :xla T M 1 1 - sc •Y::6 -' et _ate Car L455 36 #16-• P' 2 W 4x4 orCKe -a • f ^• roe • f WEL 9, il11/111111111111Mr IIMMINIMIK wor _ ...K�• •••• �IL�..L .� i�-.�- .�. �- i 1 M i�. �ww�.. iiii i � a i.. �`�1[��� UMW a r ire' -�_� - — 4 r��� �or :.te: "K. �n- ..rr� M.. ter• �W WI. .• �� v • i ��►-�� m.MI 41111111111111P16/ AIL. � 1 — " _, r��i �■ 4 J � rwir � a ter. �� � ii �ia�� = � i- .r,w. 1•111111111111 ems...- r = = I SPAW /r .�� ..� • SNIN6 SID 1x10 TRIM �-. 6' EICP05GD LAP 51OIN6 SAIL. A SHEET NC (C.) OF j t U6++TNEb++T 5 • 2'? -4 e uPetze_ km- L5.71 rrf • !J I PO5 2x F 2x6 MAI: • fb • " o•Oe - (vas' fdc AM cfrAI*) Use WOODINVILLE, Wt. 980 TYPICAL END CONDITIONS i MST37 W/ (24) MST48 w/ (34) MST60 w/ (48) MST72w/ (56) 16d 16d 16d 16d i c nails nails nails nails i I Typical to -Floor Installation showing Clear Span Floor Tie a 1850# 2945# 4415# 5150# _ • . , Typical 3ratii REBAR 4x SIMILAR 1 .■ .. • Typical Rim NAILED B lr MA _ . .!IN PM. -_ - - -. . oliE w • N NE . \ c . • •PORTION ' �j' �l� - . = ' CORN STHD14RJ Joist Installation ,1 Installation as a Hold • . • i• . Typical CS Installation a Floor to end distance Eau! number srreahea CS16 strap-361 w/(18)10 CS16 strap -461 w/ � ° I al N,a (28)10d , .AI 0.. i - E LEN, G18 i LENS �� G 5 E $D ' snails nails I TH CU 1 1353# 1650# T / r • i Typical HD5A j Installation with SSTB anchor bolt. Washers are not required at the base. • HD8A w/ 7/8 "'SSTB28 HD5A w/ SSTB20 AB • � '% : f ` • " bolts 7/8" bolts bolts ' 30' ` MIN RERAN • LEN yt LENGTH " , , � Corner Typical with • • • • • • • • ° • ° • • • ° ° w : ,' ,' '' '' I • - ONEH SHEAR 1 B AR �> _ • r STHD studs I (ANE L ENGTH • c ` •' . , • • > : : ' i' A.B. w/ (2) • <: - _. _ � � ' ,50%.;-• I ' , w/ (3) 5/8" Installation 3 -2x . SIM PSON STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#@6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge disc. 2745# 2575# STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#@6 "c. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# StrongTl - CONNECTORS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. ARCHITECTS NORTHWEST 18915 -142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 JOB h., 24 O F -O CALCULATED BY DATE 1.0 (3 o f 9 SHEET NO. V t Il WOODINVILLE, WA 98072 FAX: (425) 487 -858 • z � 6 00 CO W= J W u_ Q I • d ~ Z = Z0 W • W U O — O H W • UJ f..2 W Z 0 W - I o ~ z low Bd " ✓%. bd660.C. SH=LATH 7742..57 P!R P( 1Od64 "O :. ARCHITECTS NORTHWEST Si !AR. MALL PER PLAN 8d NAILS C b" O.G. THROUSr. .:=A T riIN6 INTO - ROOF FR O.4INb t�c-� P5Z PLAN SLOP= BANSES S = ATr' TRUSS FER F!-E, PR''VI 0E. IN �=RM1 T _ .AMINS AS R_3UIR.W ASS C 2 O .C. IOC C O.G. 2x AS R, . '- a IU R=7 5i-EAR (9= PLANS) L.AT RA1. DETAIL 4 LATERAL D 10 18915-142nd AVE. I :.E. / SUITE 100 DETAIL A DETAIL A SIM. NOT TO xAr LA =RAL DETAIL 5 2x FIRE SLOCKIN6 (2) 16d NAILS a EACH STi1D 2x BLOCKING 5°TW= N S 2x L. ISER (ONE Si = LAR✓ER. THAN FRAMING M ISES OR SOLID ELKS NOT TO SCALE SOS tv‘ 24 00 A2 F- CALOUL:.TED a OC.TE 10 11.0 (9 9 SHEET NO I( ft D: l l 2xh BLOCKING WALL TO MATCH Ibd66 "O. U.N.O. 9+FEA■c YiAL'.. ! ` PLANS) 0 ..°..L_ _"..715T 7';'PIGAL ROOF DIAPHRAGM RIPP. 2x SLO KINS �r V 1 ! . Sd ® 6" O.G. L'.N.O. °2 °ASRIGA 7RLES C 2 O.G. L= ALAN 8d® 6 "G. U.N.O. =. A Wti i F FLAN N O 70 SCAM. (3) I6e. JOIST z 71AFI -RASH .:x 5�I P,.OGKINS C •—• 5 -=-AR WAti_ L► L. DE T A I L 17 NoT To JJ90DINVIL L E. ✓✓ 9 ;/ 2x SOLID BLACKING IOd • 6" O.G. PES PLAN SHEAR WALL PER PLAN (2) I6d a 6" 0.4 U.N.O. SET SHEAR WALL SCHEDULE FOR NAILING PATTERN NOT TO SCALE ARCHITECI. rS NORTHWEST I6d • 6" O.G. SHEAR WALL PER PLAN LATERAL DETAIL II TYPICAL ROOF DIAPHRAGM ROOF FRAMING MEMRS PER PLAN 2x6 SOLID BLOCKING • 46" O.G. (3) I6d TO BLOCKING/ EACH END TYP. NOT TO SGAL.E JOB 2.4 0 c) A? _ F . o CALCULATED BY DATE la I 3 a l' 9 SHEET NO it 13 OF i‘. Si-EAR ALL Pd Z PLAN 8d NAILS a 6" O G. THROLASrI SHEATHING INTO FRAMING h-EtBL R ROOF Si•EATHINS IROOF FRAMING TILT -4R PER PLAN T#7R) DETAIL q 4'-O" MAXI (2) Ibd a 12" O.G. MAX. • SPLICE 2x STUDS P5Z PLAN 16" O.G. TYPICAL l DETAIL IS FIRE BLOCKING 2x BL.KG STUDS (2) Ibd NAILS • EACH STUD NOT TO SCALE! NOT TO SG, W00DINVILLE, WA c FAX. f 4251 4 8 7 Check Seismic: V = 0.1964 x (W) w lbs. V in full strength values max V seismic WOAup =( 1404 sf /rf + 1380 sf/ wi + 0 sf / flr )x 10 psf = 27840 lbs : V roof= 5468 lbs. (for rho calc.). W a y -y =( W b y -y =( W c y -y =( W d y -y =( Wey -y =( W 1 x -x=( W 2 x -x=( W 3 x -x=( W 4 x -x=( 0 sf /rf + 360 sf /rf + 699 sf /rf + 345 of /rf + 0 sf /rf + 324 sf /rf + 576 sf /rf + 504 sf /rf + 0 sf /rf + 0 sf/ wl + 292 sf/ wl + 738 sf/ wl + 350 sf/ wl + 0 sf/ wi+ 296 sf/ wi + 600 sf/ wi + 484 sf/ wl + 0 sf/ wl + 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 0 sf / flr )x 0 sf /flr)x 0 sf I flr )x 0 sf / flr )x 0 sf / flr )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 6520 lbs : 14370 lbs : 6950 lbs : 0 lbs : 6200 lbs : 11760 lbs : 9880 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V ey -y= V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 0 lbs. : 1281 lbs. : 2822 lbs. : 1365 lbs. : 0 lbs. : 1218 lbs. : 2310 lbs. : 1940 lbs. : 0 lbs. : 0 plf 89 plf 202 plf 52 plf 0 plf 66 plf 90 Of 188 Of 0 Of WOAmain= 2780 sf /rf + 4132 sf/ wi + 1154 sf / flr )x 10 psf = 80660 lbs : V total = 15842 lbs. . W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W1 x -x =( W 2 x -x=( W 3 x -x=( W 4 x -x=( 273 sf /rf + 730 sf /rf + 834 sf /rf + 761 sf /rf + 182 sf /rf + 539 sf /rf + 1117 sf /rf + 1124 sf /rf + 0 sf Ill + 260 sf/ wi + 942 sf/ wi + 1850 sf/ wl + 928 sf/ wi + 152 sf/ wl + 917 sf/ wl + 1784 sf/ wi + 1431 sf/ wi + 0 sf/ wi + 0 sf /11r )x 164 sf / fir )x 732 sf / fir )x 258 sf I fir )x 0 sf / fir )x 218 sf / fir )x 531 sf / flr )x 405 sf / flr )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5330 lbs : 18360 lbs : 34160 lbs : 19470 lbs : 3340 lbs : 16740 lbs. : 34320 lbs : 29600 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 1047 lbs. : 3606 lbs. : 6709 lbs. : 3824 lbs. : 656 lbs. : 3288 lbs. : 6740' lbs.: 5813 lbs.: 0 lbs.: 50 plf 318 plf 402 plf 255 plf 30 plf 278 plf 306 plf 628 plf 0 plf • 4 . Lateral Analysis: 1997 UBC aY -y= b y -y = cy -y = d y -y = e y -y = 1 x -x = 2 x-x = 3 x-x = 4 x -x = ARCHITEL.'7'S NORTHWEST P: Max Ht -upper 27.0' @ Ridge; :Use P = 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 20.0' @ Ridge; :Use P = 13.50 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule P: Max Ht -lower = 15.0' :Use P= 13.22 psf Compute Wind Load x -x, y -y: a y -y, upper 0.00 ftwx 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs b y -y, upper= 10.00 ftwx 12.50 ft h= 125.00 sf x 15.35 psf = 1919 lbs c y -y = upper= 19.00 ft w x 12.50 ft h= 237.50 sf x 15.35 psf = 3646 lbs d y -y = upper= 9.00 ftwx 12.50 ft h= 112.50 sf x 15.35 psf = 1727 lbs e y -y = upper= 0.00 ftwx 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs 1 x -x = upper= 9.00 ftwx 8.00 ft h= 72.00 sf x 15.35 psf = 1105 lbs 2 x -x = upper= 18.00 ftwx 12.00 ft h= 216.00 sf x •15.35 psf = 3316 lbs 3 x -x = upper- 14.00 ftwx 12.00 ft h= 168.00 sf x 15.35 psf = 2579 lbs 4 x -x = upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs main= main= main= main= main= main= main= main= main= 7.00 ft w x 15.00 ft w x 19.00 ft w x 11.00 ftwx 0.00 ftwx 9.00 ft w x 18.00 ftwx 16.00 ft w x 7.00 ft w x 14.50 ft h= 10.50 ft h= 9.00 ft h= 9.50 ft h= 0.00 ft h= 9.00 ft h= 9.00 ft h= 9.50 ft h= 11.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: 425) 485 -4900 101.50 sf x 157.50 sf x 171.00 sf x 104.50 sf x 0.00 sf x 81.00 sf x 162.00 sf x 152.00 sf x 77.00 sf x 13.50 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = Plan : M"$00A3F -0 Lateral Analysis: Date: 10/30/99 1370 lbs 4001 lbs 5906 lbs 3108 lbs 0 lbs 2176 lbs 5457 lbs 4588 lbs 1018 lbs Total Wind Loads TWL y -y upper = 7291 lbs TWL x -x upper = 7000 lbs TWL y -y main = 14386 lbs TWL x -x main = 13239 lbs WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 0 0.00 tI If shear wall tl sw y -y 14.33 tl If shear wail 54.33 14.00 tl If shear wall 26.00 tI If shear wall 0.00 tI If shear wall 18.50 tl If shear wall ti sw x -x 25.67 tl If shear wall 54.51 10.34 tl If shear wall 0.00 tI If shear wall 14.33 3.00 8.00 6.00 4.50 21.50 4.00 - 0 18.50 3.50 5.33 16.00 9.67 2.67 2.67 5.00 _ 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 20.83 tI If shear wall tl sw y -y 11.33 tl If shear wall 85.83 16.67 tI If shear wall 15.00 tl If shear wall 22.00 tI If shear wall 11.83 tI If shear wall tl sw x -x 22.00 tI If shear wall 43.09 9.26 tI If shear wall 0.00 tl If shear wall 8.33 3.00 16.67 5.50 5.50 4.00 22.00 3.00 3.50 5.33 16.00 6.00 1.88 1.88 2.75 2.75 0 1 • ARCHITECTS NORTHWEST ')ate: 10/30/99 Compote sum of Shear-Resisting Walls,& Compute t o -x, V y -y er floor: 00 Compute V x -x max. and V y -y max. location upper floor ay -y= b y-y = = d y-y = e y-y = 1 x -x = 2 x -x = 3 x-x = main floor. a y -y = by -y= C y -y = d y-y = ey -y= 1 x -x = 2 x -x = 3 x -x = upper floor: Sum SW cap y -y= Sum SW cap x -x = main floor. Sum SW cap y -y = Sum SW cap x -x = V wind 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not applicable 1919 lbs 915 lbs 1919 t#s/l = 134 plf wind Use SW #: P1- 6(198p1f) 3646 lbs 2016 lbs 3646 Ifs/1= 260 plf wind Use SW #: P1- (304p1f) 1727 lbs 975 lbs 1727 #'s/I = 66 Of wind Use SW #: P1- 6(198p1f) 0 lbs 0 lbs 0 #'s11= 0 plf wind Use SW #: not used 1105 lbs 870 lbs 1105 #'s/I = 60 plf wind Use SW #: P1- 6(198p1f) 3316 lbs 1650 lbs 3316 #'s/1= 129 plf wind Use SW #: P1- 6(198p11) 2579 lbs 1386 lbs 2579 #'s/1= 249 plf wind Use SW #: P14(304p1f) 1370 lbs 4001 lbs 5906 lbs 3108 lbs 0 lbs 2176 lbs 5457 lbs 4588 lbs Verify Capacity of Designed Shearwalls: 54.33 If x 54.51 If x 85.83 If x 43.09 If x V seismic /1.4 V max #'s / length pif governing force 748 lbs 2576 lbs 4792 lbs 2731 lbs 469 lbs 2348 lbs 4815 lbs 4152 Ws 198 plf + 198 plf + 304 plf + 350 plf + 18915 - 142ND AVE. N.E./ SUITE 100 1370 #'s/l = 66 plf wind Use SW #: P1- 6(198pIf) 4001 #'s/1= 353 plf wind Use SW #: P1-3(389p1f) 5906 #'s/1= 354 plf wind Use SW #: P1- 3(389p1f) 3108 #'s/1= 207 plf wind Use SW #: P1- 4(304p1f) 469 #'s/I = 21 plf seismic Use SW #: P1- 6(198p1f) 2348 #'s/1= 199 plf seismic Use SW #: P1- 4(304p1f) 5457 #s/1= 248 plf wind Use SW #: P1- 4(304p1f) 4588 #'s/1= 495 plf wind Use SW #: P1- 2(516p1f) 0.00 If x 0.00 If x 0.00 If x 0.00 If x Redundancy Factor Check: Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1460 sq ft Vmax = 829.19 Since 829p1f > full seismic of 628plf at main 3 x -x, no added redundany factor required. Plan : M2400A3F -0 100 plf = 100 plf = 198 plf = 198 plf= 10758 lbs > 7291 F.O.S. = 1 0793 lbs > 7000 F.O.S. _ 26092 lbs > 14386 15082 lbs > 13239 page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = Horizontal Diaphragm Shear. Roof diaphragm: b y -y: 1919# /14.33 ft of top plate = 134plf< 140plf. OK Use full ht studs under scissor truss. Roof diaphragm: C y -y: 3646# / 140plf max = 26ft. Design truss for added 3634# lateral load. Use continuous solid blocking SW to truss. Roof diaphragm: 2 x -x: 3316# / 140plf = Use 24ft of sheathed wall to deck between trusses, per Det #5. (Or design truss bracing for 3316# lateral load) Roof diaphragm: 3 x -x: 2579# / 140plf = Use sheathed gable truss to deck, per Det #4. Upper floor diaphragm: b y -y: (4001# - 1919#) / 14ft of continous top plate = 149pIf < 177p1f OK Upper floor diaphragm: c y -y: (5906# - 3646#) / 20ft of continous top plate = 113plf < 177plf OK Main floor roof diaphragm: d y -y: Use details # 9 and #10 for tranfser from SW above to roof deck. 89plf < 140plf OK. General: Use P1-6 sheathing at gables and gable end trusses continuous with sheathing below. 1.48 OK 1.54:1, OK 1.81 : 1, OK 1.14 :1, OK WOODINVILLE, WA 98072 PHONE: (425) 485 -4900 FAX: (425) 487 -6585 ARCHITECTS NORTHWEST Ch'eckPverturning for Holdown Selection Note: Nr:: roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. Location width V Of ht. M / width DL /lf Uplift upper floor: b y -y = 14.33 8.083 ft. h. = 1082 lbs - 80 lbs = 704 lbs. Use : c y -y = 8.00 8.083 ft. h. = 2105 lbs - 80 lbs = 1894 lbs. Use : 6.00 8.083 ft. h. = 2105 lbs - 80 lbs = 1946 lbs. Use : d y -y = 4.50 8.083 ft. h. = 537 lbs - 80 lbs = 418 lbs. Use : 21.50 8.083 ft. h. = 537 lbs - 80 lbs = -31 lbs. Use : 1 x -x = 18.50 8.083 ft. h. = 483 lbs - 80 lbs = -6 lbs. Use : 2 x -x = 9.67 8.083 ft. h. = 1044 lbs - 80 lbs = 789 lbs. Use : 16.00 8.083 ft. h. = 1044 lbs - 80 lbs = 622 lbs. Use : 3 x -x = 2.67 8.083 ft. h. = 2016 lbs - 80 lbs = 1945 lbs. Use : 2.67 8.083 ft. h. = 2016 lbs - 80 lbs = 1945 lbs. Use : 5.00 8.083 ft. h. = 2016 lbs - 80 lbs = 1884 lbs. Use : main floor: a y -y = 16.33 4.50 b y -y = 8.33 3.00 c y -y = 16.76 d y -y = 5.50 5.50 4.00 1 x -x = 3.00 3.50 5.33 2 x -x = 16.00 6.00 3 x -x = 1.88 1.88 134 plf x 260 plf x 260 plf x 66 plf x 66 plf x 60 pif x 129 plf x 129 plf x 249 plf x 249 pif x 249 plf x 66 pif x 66 plf x 353 plf x 353 plf x 354 plf x 207 plf x 207 plf x 207 plf x 199 plf x 199 pif x 199 plf x 248 plf x 248 plf x 495 pif x 495 pif x 2.75 495 pif x 2.75 495 pif x 11.500 ft. h. _ 11.500 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.000 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 6.500 ft. h. = 6.500 ft. h. = Notice: concrete 8.083 ft. h. = 8.083 ft. h. = 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date: 10/30/99 Plan : M2400A3F -0 Uplift = ((ht x pif x width) - (2/3 D.L.x 1/2 wi, / width 756 lbs - 100 lbs 756 lbs - 100 lbs 2854 lbs - 160 lbs 2854 lbs - 160 lbs 2864 lbs - 160 lbs 1675 lbs - 80 lbs 1675 lbs - 80 lbs 1865 lbs - 90 lbs 1605 lbs - 160 lbs 1605 lbs - 160 lbs 1605 lbs - 100 lbs 2005 lbs - 170 lbs 2005 lbs .. 170 lbs 3221 lbs - 65 lbs 3221 lbs - 65 lbs 218 lbs. 608 lbs. = 2414 lbs. 2696 lbs. 1979 lbs. = 1530 lbs. = 1530 lbs. 1746 lbs. 1446 lbs. = 1420 lbs. 1429 lbs. 1107 lbs. 1668 lbs. 3180 lbs. = 3180 lbs. Use : Use: Use: Use: Use: Use : Use: Use: Use : Use : Use : Use : Use: Use: Use: page 3 of Holdowns selected H6 w/ ( 16 ) 8d nails CS16 -46 U -strap w/ (28)10d nails MST48 w/ (34) 16d nails scheduled nailing scheduled nailing scheduled nailing CS16 strap -361 w/(18)10d nails H6 w/ ( 16 ) 8d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails 11 5/8" AS w /in 12" of panel edge STHD1ORJ w/ (28) 16d sinkers, l 1/2" edge STHD1ORJ w/ (28) 16d sinkers, 8" edge dis STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge STHD10 w/ (28) 16d sinkers, 1 1/2" edge di STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge STHD1ORJ w/ (26) 16d sinkers, 1 1/2" edge STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge MST48 w/ (34) 16d nails STHD14 w/ (38) 16d sinkers, 1 I/2" edge di STHD14 w/ (38) 16d sinkers, 1 1/2" edge di curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 4005 lbs - 220 lbs = 3805 lbs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge 4005 lbs - 220 lbs = 3805 lbs. Use : STHDI4RJ w/ (38) 16d sinkers, l 1/2" edge Holdown and Shearwall Summary Use(17) Use (6) Use(4) Use (2) Use(11) Use (2) STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist. CS16 strap-361 w/(18)10d nails CS16 strap -46'l w/ (28)10d nails MST48 w/ (34) 16d nails H6 w/ (16) 8d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. Use ( 3 ) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 4 ) STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 • b'. ':icasS . : ".d "4 t : :.G;!:�L�:,'i: z 1; .. ' ~ 6 U O O w 0 W W J N � WO 2 u Q w 0 W z = I- O z I- W W U O N O I— W I-U U. I1J U N O ff ' z toatPA ttiev Atxr 1 ARCHfTEC'TS NORTHWEST Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: . P= CexCgxQsxlw Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; lw=Importance Factor Site/,Project Specific Values: Ce = 0.62 (Exposure B < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw) /sqrt A) • Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better, HF#3 studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX- -7/16" OSB w/ 8d 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d c 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: [425) 485 -4900 JOB h• 24aaP� F -o CALCULATED BY DATE L O 1 3d ! 4 j4 SHEET NO. `t- OF Exposure B 80mph (Simplified Static Method equation 30 -12) • W00DINVILLE, WA 98072 FAX: (425) 487 -652E SHEAR WALL SCHEDULE (see 1997 UBC tables 23- 114-1, & 23414-2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c: to conc. Use min. 3" nom. Studs c adjoining panel edges. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB cr 24" o.c. to conc. Use min. 3" nom. Sills and studs 2 adjoining panel edges. P2-4 v = 608 plf 1/2' plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/85;5" tag screws G 8" o.c. or 5/8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2-3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws c 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min: 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. b ARCHITEC 'S NORTHWEST HOLDOWN SCHEDULE updated 7/30/98 S T HD1ORJ wl (28) 16d sinkers, 1 1/2".edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist STHD14w/ (38) 16d sinkers, 1 1/Z' edge dist. HPAHD22 w/ (12) 16d nails, 1 12" edge dist. HPAHD22 w/ (16) 16d nails, 1 12" edge dist HPAHD22.w/ (19) 16d nails, >8" edge dist. 5/8" AB wkn 12" of panel edge CS16 strap -361 w/(18)10d nails CS16 strap-46" I w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) nails HD10A wR /8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 FA. w/ (12) 8d nails 18915 - 142nd AVE. N.E. / SUITE 100 485 -4900 JOS CALCULATED BY DATE (b ' b I SHEr NO. # listed for. 1/97 Simpson Strong Tie cat # 2745# 2575#06 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#06 "c. hem -fir table 4430# 4220# • hem -fir table 1564#06 nails added for hem fir 2240# 08 "curb (16) nails max at rim joist 2607#06 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# F- D nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir OF < • W00DINVIL.E, WA 98072 FAX: [425) 487 -6585 «� • • ARCHITEC i S JOB "'' 24 ° °A� ^ _ ° CALCULATED BY __RS NORTH WE 101 a F ' ST DATE 'milt y SHEET ND. Li of I I :bs 5Z! ITRL=_ I `.,Gt.L SCISSOR GIR,?R 7R1.'SS V • 3 - 4 U.H.G. d 18915-142nd AVE. N.E. / SUITE 100 MAIN P pC r I j r l f ✓ >. I � � WI 0 _. !r L I I . QI .k• II go �1t:ywi�.y+Ti + f� !t!:Y�'�51"ri t5;'.1SA' *'Ctbl.: +iriw. Yls.NwrW!+rrrrtYn.- rrn•s...� ..... -4n '.. 91 MAIN I MAIN I WOODINVILLE, WA 98072 FAX: (425) 427 -6585 • u 7 t cr t ARCHITECTS NORTHWEST 0 6 • 4 1 d 4 _ a< 7 1 to • 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: 425485 -4900 A :Joe G* Rc.r.• _IN: Or rt _.fin 1J51614r 511.75 • MS i R BEDRM �� Oc b — �•.' �2x•l 1 .°3f 5.11. L .0 4 . -Q . 9 J08 1'\2.4DOA 3F -c, CALCULATED 3? DATE 1 -c.1 .-c• b - • , (e �., t. (a),o l Gtr. • O 1 AF!. V �% . 5 n. 7. 11 s5. 9.VI u 1 "%HO D 51MG UTIL = (4)n%:7 J11f r Mr , ,• a �,�, FAN ` 'O _5 INTM.SRATEr: rV • 0RG5✓ AIR 5'. - 5T° I \ N eV •USO TI "e.R i SEDRM 4 GARPS� W, Di. L 111 i` f 1 r 7• 1" I RN : � I r-r \ ; 7.2 Lin ,-- VES • 36•Ae 0 040 6< .69.n' 1 n, Ilov . J TdY HA I 11 0 1 L c. .0 12' -0• SHE N0. .1tLe O� .O5T5 1 II'-6• +. `^ �' Iv Ila 7 • no ryld II I II N r ! 6 III III x A )/ IIN 11 0 �=DRM 2 LAR°S. II IN Tim 2.6 R. 4 5 SEDRM 3 i I �' ' _ UIN LAR>'SS , N I II IT . p 2LS l.It'L' 0• nAL_ ! .0 • 2•6 1 ' 1 •4• 1 - IIN II o III � P er *4 n � 11. — co H tot W00DINVILLE, WA 980 FAX: (425) 487 -65 • z W ¢ . JU U 0 co O W = �LL w u_ Q N� = a w z = F- 0 w • ~ U to o�_- ill (Li II— H w U co 0 1 z t y i7 .•■••••••••••111•11• 4 0 ti ARCHITECTS NORTHWEST V O J -V . • t�ii'�. 0411 G>R�T 18915 - 142nd AVt. Iv.C. / HONE: (4251,485-4900 Por • •• - 1 ' 0 • • 1..0e Or nuI it 'I UU h"‘ 2 JOS h 4 00 tes r o Q , � I rtisa - 1 nI, CALCULATED eY DATE L 1 L [ ll.0 C ST • (1.0' of _ "? ('- - .-u.- ra) :� • p 1 I 1 S ; - - ---,=. ! - ALT r=s CV°R .t-mcvs ••ALP MAC a 4: - AI.... ILR . -SGTR' 70►N TOI 96' L I -1* I C 'x1 7 r-- CG'. Or team IN. s I . C _t4C of .NT. —•-- iy I < I _ ii. 1 • :� !DINING' ; ° ' ° GOV'D . 111 p I ry I'p V.•L`T JI N t11 ¢11 :GAR° =T F ' z isJ n: o • L I V IR& � r ` 4 HC. i I � p • 2 OL. ' i.. •. cort•r " 1�f 9 t 00 74 t I' tillIarcil. 4 , fib • - .: 2st • T. • fY-1 •tiM ! 2x' 5• •Nb aAl� 1'W._ � AIFLS INb 3 1 _ �. �..t12 - HOT. • C" :. x. I i i i -. x o. • 1 w ITS .x•625 • �\ _ _ 141 2 —GAR G 4 ;NG. 1x10 • 4 6 • - gOVtP_ 2 SiP.5. 5 . -V 1 i 1 < . -1•.O VV ,:!l r .►..�.r my -, - - -- 1 -- — �•. C ! a • ,.1 \ b•xb• 5Ui_ -iP POST. ' c i D' rll� N.IL, rvAt� k • s2• A .P . • NOG ` 1 I 1 . T • -c IE•.0' :• 2x10 F • . 2. .:. 6' OL (.J - PIGS � 6' PIA. rR25 AIR DUCT ry PAPr' -R 6.' P!L . T5 DEN GAR = 2x10�.:.•i6 _.•.6'OL /4.H. .N. T C I ' n PCL. �"S all S vef.. S Ir' 6.. 9 2at.�a - zr . :.// • .ddb P.T. POST ry (2) al Q1S C a-- - •.. s loe P TO C - AM ,ry L' h "K2 -t5)1W INSTAL 'G' GV.►•e-' / • A GONIL -RS O!' POST I 2 .a . 7IR-GT 6.A5 • INSTA'' x MAW.. ••• • ry 2P• ruplemsrg Not.- •+ PSL. STS. 1 22..2 III - r I I I. • U .1 e"PCL 111..4'6 \ r�• r 0 1 RAC- • I It I O r_i • it nI A5 VCSIP•S m iit1 rev 1..6 h(Iv FLIZ_ SHEET II NO. 8 or r Z It (a 4(lx4o -- t1 L e)1.s ° y aroom.L.4 :t3:34 WOODAXV(42 48 960 1 • • • ARCHITECTS NORTHWEST �, 1. 1 3 ' 3 1 1 9 A3/ 25.0 1 L 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 2x10 °-. • 1b• _... (f)Sf•4Ic1441 I5- C U rel.T•ER 5Ta1P 1x10 • 1b' O.C. ‘5RVA5704-.... Oa �y11Nb PC7R ru TL'a RO21.I146 • • -• VOL. -515 Imo -6 2xI0 J. • 1b' 0L A i I 'I hn 2, 4 00 AS 'F —D CALCULATED SY JOB t I O I 1 �I re2VA57O = 10 as 1 10' RLAS ^ �x5POR rV�:°_R (-" Ii 1 R. I I.._ n • of 1 25.0 4) Cite ioe� am..a it 15• CL. 1S' -0N6 2xIC °- • O.0 i •— 0 r i 1 << J :se ° �. qt,., .:'715 -_ ; J � i s GRAWL SPAG= b '4IL !9LA:J:! Y. . 7°:. 5TH. 1 • 2x10 R.J. � . • Ib• L.I.t f I Q 1.+ =I • • U — 4 (1 I in r• _4 5LOCK.GUT GONG. • 1 I — . ri 51•50N CS•w POR ` 7 © I -OS /5V. 1 56'x1: YMCA no, CONG. cOKm+r_ P0011146 -4- POR PIRN. DUCTS POOTIN6 yvr) .{ e4 ex I '1 I -• Z *I0 °- • 16' 0.'2 SHEr1 NO. q OF C0■47I•22 P0011N6 EI.T.∎ 0. -. CO 7e J6: OR :_A5 - I- JRN 7Orr•I 5_15 IN'O PCC'TIN6 4 or DAP I it ceek714 Ox DOOR! 1 • II I Tuw DO.•+ 5w-�'• INTO POOTIN6 L I • , 4., • ;92 t }h t'mu ii�!ti"'mi� "•;as`rs'.Y> iJt n.J,..:.. (. ct'(1: LI C,•3 • WOODAX (42 5 ) 427-658 : 85 z = CL WW QQ G J O 0 W I NLL W O I O • 2 o 1— W W W z U = O ~ z ARCHITEC TS NORTHWEST -NATO 51.A5 18915 -142nd AVE. N.E. / SUITE 100 JOB YVY 2. 4-oo SF-'0 CALCULATED BY DATE l0t33Ie4 L :x6 BRAG!C:. MillillIMIPMEN1111111 ail 1 I} 2x:0 R !r+ 5/ rutCOrr ialaVt,."kr7r.......s/.► -7"! 1. 6' -AIL A<Letor SHEET NO. 1 CF io rl. N 6' 416. P . •C1P Ct1 47nr. yew 41Ir -.No etP. _ w r�1L 'MOM .11211111111.11 ♦ , 4- - , Will a�� 0 ,: ' .. '" NeilliL Rill NEM a 01. — /c1010 15.6, — — m (24 Z. 2 W00DINVILLE, WA 98( FAX: (206) 487 -6' e: I? 15 1 • L!6 • Z 4-- Z W 6 U 00 W WO Q 2 Q = - _ Z0 2 U 0 04-- zW U U. O W U � H O Z TYPICAL END CONDITIONS • M W/ (24) MST48 w/ (34) MST60w/ (48) MST72w/ (56) 16d 16d 16d 16d �L nails nails nails i nails Typical to-Floor Installation showing Clear Span • Floor- Tie a 1850# 2945# 4415# 5150# • ix POST— 116-1 .�` _ 30 . Mk t�crH ' REe.a � Typical Rim Joist III ��� 4r...• � 1 �'M.:`�+ PORTION �r ►ux ••.. .`- 'N FROM • • =''' m . • STHD14RJ Installation Typical CS Installation as a Floor Floor Tie end Enual number In= CS16 strap -361 w/(18)1 CS16 strap -461 w/ j.......,____ ' Provide due I asu di tuns end (28)10d / l 6d E ND Nph LE ri C `�� 517/". ' • • E ND `ENn .: — "; ..• nails nails I C LE , 1353# 1650# ' TM j i \ N . Typical HD5A Holdown _ Installation with N SSTS anchor bolt. Washers are not required at the base. HD10A wJ7/8" SSTB28 A.B.w/ HD8A w/ 7/8 "'SSTB28 A.B. HD5A w/ SSTB20 AB w/ 0 ='• • — 7/8' bolts 7/8" bolts baits Z. 't MIN. - • ' \ Corner MAR . T Typical with • i.• • . :' • I ;, ; ' •' . _ � ` ' Installation 3 • • O IEN • REM IN • 1r M. • R�lIA LENGTH ' ' - a; ` ; r ' . s . J STHD -2x studs • \ ` (2) • �; �' , I� (4) w/ (3) 5/8" SIMPSON STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#@6"c. n Ti� STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575 # Stro $j STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#@6"c. . �"'b STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist 4430# 4220# CONNECTORS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T-HEMFIR-2 11/97 exp 1/99, OR CATALOG C-98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. • ARCru t G`, TS NORTHWEST 1 891 5 - 1 42Tid AVE. N.E. / SUITE 100 PHONE (425) 485 -4900 JOB he1. 24 C.— CALCULATED BY DATE LO OD 191 SHaT NO. U OF I t WOODINVILLE, WA 98072 FAX: (425) 487 -6585 r. C., IOCc4 "O ARCHITECTS NORTHWEST D=TA I L A LA E AL. Di AIL 4 S=CR )M .. °LAN 8d NAPS c b' O.G. TrR L'.� -c 57=�T I N5 INTO ROOF :-RA.MIN5 N rC ^ate F ° -AN HANS =R ,LA L DZTAIL 10 18915 142nd fVE I.._ / SU iE 100 DETAIL A 51M. NOT TO SGA 2x FIRE ELOCKIN5 (Z) I6d NAIL r'`Gii 5iL ^ ✓ 2x 3LOGKINS s_ Y —N STUDS 2x L ER (Ole 5I LARr T-iAN OR SOLID =..LKS NOT TO SCAL! JOE' rn 24 act A 3 F- 0 CALCUL4TE ' ?Y _ 04r 10 ISO 191 SH:._ T ND 1 t l i '`.'FIGAL ROOF DIAPHRAGM 2x L.OGK1 N& G.= NIA.L. TO MATGN 16c "00. J.NO. =�R 1RALL (` A145) LATERAL DE A l L a Y r7 Sd ®b" O.C.. U.N.O. 8c ® 6 " G'. U.N.0. °?.. .e3RIGA'.= "R.'Sr.- c 2 4 " O.G. 5= PLAN 5--`AR Nvti! NO -O SGA'r (5) Ib: 6 -=5 — 2x SLOIO klFV c ' FLIT To %)- . JJJO�JII J`JI! /JP. Z • Z rt 6 U O 0 W= F- W WO 2 < a I ... W Z � I-0 Z W • W 0 O 22 o I- WW � U ui z 0 O I_ Z • A FCHITECTS NDRTH WEST 2x SOLID BLOCKING (4) I6d INTO BLOCKING IOd ® 6: O.G. PER. PLAN LATER DETAIL 8 - .. ,■ CI 11 ~- 1 nn 51-BAR WALL P=R PLAN DATE (2) I6d ®6' U.N.O. S` Si-FAR WALL SGFE�UI= FOR NAILING PATTERN S1 AR WALL PER PLAN NOT TO SCALP_ BOB h^ 24 o v A,3 • CALCULATED BY lataol9� SHEET II NO l I 13 O F Ik, I6d • 6' OL. AR WALL PBS PLAN TYPICAL ROOF . DIAPHRAGM LATERAL DETAIL I I II saTrii • ROOF FRAMING MEMBERS P=R PLAN 2x6 SOLID BLOCKING •4S' (3) I6d TO BLOCKING EACH ■!D TYP. NOT TO SCALE 51 -=—AR YVA L PER. PLAN 8d NAILS or -6" O.G. THROUGH Si- BATHING INTO FRAMING R. ROOF SI�J�Ti•I IN5 IROOF r'RAM1N5 P PLAN T= L DETAIL zi BLOCKING 2x 3KG STUDS (2) I6d NAILS • B GN 5110 NOT TO SG ALr 4 ' -0" MAYA r _ (2) 16d m 12" O.L. MAX, m SPLICE • 2x STUDS PER PLAN 16" O.G. TYPICAL :LATERAL DETAIL 18 W00DINVILLE, WA 980 NOT TO SGALV. Z ;f- Z w in aa � JU O 0 W= J F. W W g -J w = W 1- Z _ F- z° • W U � co 0H W 1U U. Z W U (1) 0 H O Z X416.�/�O October 2, 2003 Jay Keirouz PMB 1190 13619 Mukilteo Speedway, #D5 Lynnwood, Wa 98037 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -299 Cascade Glen — Lot #1 — 3830 South 132" Place Dear Jay: This letter is to inform you that your application received at the City of Tukwila Permit Center on September 25, 2003, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Bill Rambo, at 206 431 -3670, if you have questions concerning the following: 1. Please show footing drain locations on plot plan and provide construction details of same. 2. Plot plan and floor plan show different dimensions for the fireplace pop out. Please clarify. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D03 -299 Ciz of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -299 PROJECT NAME: CASCADE GLEN - LOT 1 SITE ADDRESS: 3830 SOUTH 132 PLACE DATE: 10 -07 -03 Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: JD Aux 10-13 -a Building Division Public Work hut Structural !O - LZ-v� Fire Prevention ❑ Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -09 -03 Complete Ee Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INMALS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY DUE DATE: 11 -06 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -300 PROJECT NAME: CASCADE GLEN - LOT 5 SITE ADDRESS: 13215 38 PLACE SOUTH DATE: 10 -07 -03 Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Building Division © Fire Prevention ❑ Planning Division ❑ Public Works 0 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -09 -03 Complete ❑ Incomplete 0 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 ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -06 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -299 PROJECT NAME: CASCADE GLEN — LOT 1 SITE ADDRESS: 3830 SOUTH 132 PLACE DATE: 09 -25 -03 X Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: Vkl d444 ed 517 Y YGL 10• Building Division 0 Fire Prevention Public Works Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -30 -03 Complete ❑ APPROVALS OR CORRECTIONS: Documents /routing sllp.doc 2.28.02 PERMIT COORD PLAN REVIEW /ROU SLIP Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY Planni Division Permit Coordinator DUE DATE: 10 -28 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /0'2 -ea LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: S TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z _I w 00 co 0 J H w° J =a I- w Z I- 0 W ~ w U � 0- C1 H Project Name: CASCADE GLEN — LOT 1 v L I Project Address: 3830 SOUTH 132 PLACE w z I i Contact Person Jay Keirouz Phone Number z REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions )vill not be accepted through the mail, fax, etc. Date: /0 - 7 -e 3 Response to Incomplete Letter # 1 Response to Correction Letter # Revision # Revision requested by a City Building Inspector or Plans Examiner Summary of Revision: 1` N C. tt":" "T l'sr t Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Is( Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 after/before Permit is Issued Plan Check/Permit Number: D03 -299 RECEIVED TTY C T= Tt.iICA PERMIT CENTER 10/02/03 et' u;, �a.i�:i�i;�:i::�.i:.:St::i1u° ''... isu. �i: e. :isn:s•L�::U�Us4tt:rii.,' :t,:tS Yi.ii '..::ki L�d+✓:�F x.r� ttti'i+:;.ksH3�s'U.1t;�!$ "• • • .. $: • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE ' CCO1 JAKDECCO23NS 09/04/2004 EFFECTIVE DATE 08/10/1998 1 1 J A K DEV & CONST CORP . 13407 51ST AVE W EDMONDS WA 98026 Signature Issued by DEPA OF lekBOR AND INDUSTRIES I MINIMUM FLEX DIAMETER ."_.C_A 5o4e GI S TE R E • - C ITECT IOW Writ 111,„ PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC MAXIMUM ELBOWS I 50 2 OR LE55 3 4 INCH 4 3 5 5 INCH 6 5 INCH - 1 3 NOR1 b INCH ! MN. i MIN. MAX_ MIN. MAX. M'N. MAX. MIN. MAX. 24OoA2i- I I MAX. MIN. MAX. <5 ' utim CI /5 65 1 1 1 1 4 A 0... 1. , til 'E 7A1E !- .;".. . c _a 4 a- ra� 0►ti ' C = ^ .r:.: 0 4 7 .. '•^ Os 140 145 210 218 FLOOR ` AREA, FT 1 MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET BEDROOMS MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 2 OR LE55 3 4 INCH 4 3 5 5 INCH 6 5 INCH - 1 3 8 b INCH ! MN. MAX. MIN. MAX_ MIN. MAX. M'N. MAX. MIN. MAX. MIN. MAX. MIN. MAX. <5 ' 50 /5 65 98 80 120 95 143 110 115 165 113 125 130 188 195 140 145 210 218 501 -1000 55 83 1 0 105 85 128 100 150 1001 - 1500 I 60 90 - rs 113 90 135 105 156 120 ISO 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 10 105 85 125 100 150 115 I13 130 195 145 218 160 240 2501 - 3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 - 5500 80 120 95 143 110 165 125 158 140 210 155 233 110 255 3501 -4000 85 128 100 150 115 113 130 195 145 218 160 240 115 2b3 4001 - 5000 95 143 110 165 125 188 140 210 155 233 I10 255 185 218 5001 - 6000 105 158 120 180 135 203 150 225 165 248 180 210 195 293 6001 115 113 130 195 145 215 160 240 115 263 190 285 205 308 1001 - 8000 125 188 140 2I0 155 233 110 255 185 218 200 300 215 323 8001 - 9000 135 203 150 225 165 248 ISO 210 195 293 210 315 225 338 )9000 I 145 215 160 240 113 263 190 285 205 308 • 220 330 235 353 FAN TESTED GFM to 0.25" VS.-. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4 INCH 25' - 0" 4 INCH 10 -0" 3 50 5 INCH 90' -0" 5 INCH 100' -0" 3 50 b INCH NO LIMIT b INCH NO LIMIT 3 80 4 INCH 2 N/A 4 INCH 20 3 80 5 INCH I5' -0" 5 INCH I00' -0" 3 80 6 INCH 90' - 0" 6 iNCH NO LIMIT 3 100 5 INCH 2 WA 5 INCH 50' -0" 3 100 6 INCH 45'-0" 6 I NCH NO LIMIT 3 125 6 INCH 15'-0" 6 INCH NO LIMIT 3 125 T INCH "10 -0" 1 INCH NO LIMIT 5 OPT)ON 10 6LAZ1N& AREA- x OF FLUOR 6LAZIN6 U- FACTOR A POOR U FACTOR 2 GEIUH6 Ot 12 :MALL ABOVE 6RAOE * AI * i811 S FLOOR ! 61 VERTICAL _ 11 O\ AD I. 12% 0.35 058 0.20 R -38 R -30 R -I5 R -15 R -I0 R -30 R -I0 II. 45% 0.40 058 0.20 R -38 R -30 R -2I R -2I R -I0 R -30 R -I0 III. ua.mrreV 6ROIP R-5 OC.GAiNGr ONLY 0.40 058 0 20 , R - 38 R -30 - A. R -21 R -2I R -I0 R -30 - R -I0 - REQUIRED FL01 (.c.F►M) PER TABLE 3-2 MiMIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH I MAXI1j " _ 2 50 - 80 6 INCH 1 INCH 20•-O . ' 60-A25 1 I NCH 8 INCH 20' • _ .1 ✓ T . •3 MI5 -i'5 8 I NCH , 10 1 NCH 20 - 0 ...._ + , -• ''•.. . • 3 . 110 -246 A INCH Iii INCH 1 20•-0 ' . : 3 .r G ENERAL GoDE ALL REQUIREMENTS OF THE I UNIFORM BUILDING CODE, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED. JILDIN6 CONSTRUCTION TYPE: VN SEISMIC ZONE: 3 OCCUPANCY GROUP: R -5 WIND SPEED: 80 MPH FIRE ZONE: 3 EXPOSURE CATEGORY: B CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRAC I N6 AS REQUIRED UNTIL ALL PERMANENT 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 DRAWINGS. S ITE WORK GENERAL UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER 15 PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2000 PSF. EXTERIOR FOOTINGS SHALL BEAR I' -6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPAC TED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. GONRETE GENERA. CLASS AND USE A. FOOTINGS B. SLABS ON GRADE 3 " I -I /2" I -1/2" 3/4" CARPENTRY JOISTS E RAFTERS HEM -FIR *2 HEM -FIR *2 P'G 2500 2300 BEAMS, HEADERS, LINTELS 4 GIRDERS 4" NOMINAL DOUG -FIR *2 6" NOMINAL DOUG -FIR *1 GLUE LAMINATED TIMBERS DOUG-FIR LARCH (24F -V4) STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER PARALLEL STRAND UMBER LOADING ROOF FLOOR CEILING DECK INTERIOR PARTITION EXTERIOR PARTITION SLUMP 3 -4 3 -4 I. AIR ENTRAINING AGENT (356 TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. POSS0L ITH 300 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE. 4. WATER TO CEMENT RATIO PER UNIFORM BUILDING CODE. RE INFORCING STEEL ASTM A6I5 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF RE I NFORC I NG STEEL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. CONCRETE EXPOSED TO EARTH OR WEATHER. BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. GENERAL ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUILDING CODE CHAPTER 23. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 1S" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGTH (UNITS IN PSI) STUDS FV FB HEM -FIR *3 15 500 STUD GRADE 15 615 (2x10) 15 (2x12) 15 45 85 165 285 240 15 PSF DEAD LOAD + 10 P5F DEAD LOAD + 5 P5F DEAD LOAD + 5 PSF DEAD LOAD + MINIMUM SACKS / G.Y. 5-1/2 5-1/2 1075 480 460 1,350 2,400 2,600 2,400 25 PSF LIVE LOAD 40 PSF LIVE LOAD 10 PSF LIVE LOAD 60 PSF LIVE LOAD ALL TIMMS SHALL E IDESINSNIED FOR AG' FOLLOW& TOP CHORD 95 PSF OF TRIEUTARY WIDTH BOTTom owns) G P5F OF 11R TA RY TILE moor 45 PSF TIpP CHORD RD S P CHORD I ,200000 1,200,000 1,500,000 1,3004)00 1 600000' I bOOP00 1,800000 1,400000 24 = 40 PSF = 50 PSF 15PSF = 65 PSF _ 7 PSF = 10 PSF WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2"x2 "x3 /16" PLATE WASHERS • 4'-O ON CENTER UNLESS NOTED OTHERASE. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWING' SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON GO?PANY OR APPROVED EQUAL_ PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d • 6" O.G. AT PANED_ EDGES AND IT O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX TONGUE I GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE lad • 6" O.C. • PANEL EDGES AND I2" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (OSBJ SHEATHING G PRODUCTS OF EQUIVALENT' SPAN RATINGS SHALL BE ALLOW. GLUE LAMINATED TIMER ALL GLUE LAMINATED TIMBERS SHALL BE IRR LARCH, FABRICATED TO The REountmetirs OF THE US PRODUCT STANDARD P5 56. LUG SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALVES OF 2,400 PSI IN BENDING, 1,100 PSI IN TETl51ON, 1000 PSI IN COtsW PARALLEL TO GRAIN, 560 PSI IN CO ON ICULAR TO GRAIN AND 165 PSI HORiZONTAL SHEAR (G011131NATION 24F -V4). 6LLE LAMINATED TIMBERS TO E AITG CERTIFIED. USE WATERPROOF GLUE_ MANUFACTURED TRUSSES ALL TRUSSES SHALL BE De '4614ED BY IREISIST'BRED STATE ENGINEER AND FABRICATED FROMq ON:?' THESE DE516NS. TRuSSES 5i4'LL BE STAMPED BY THE ENGINEER OR BY A QUALITY GOt4TROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL EE SUL:WITTED FOR AL PRIOR TO FAlH4JGAT1GN. ALL NON BEARDING WALLS OR PARTITIONS SHALL E HELD AWAY FROM TIE TRUSS BOTTON4 CHORD WITH AN APPROVED FASTENER TO BISURE THAT THE TRIM BC(TToM GNORD reLL NOT EAR ON THE WALL OR PARTITION. APPROVED HANSEIRS SHALL E USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HP T TO MAIN &ORDER T1IIIJSSES ALL moor ?1R;1SeeS sHAL•L BE 19 AND TED INTO THE FRAME WORK AND 9UPPORTINS WALLS SO *6 TO row AN INTEGRAL PART OF THE WHOLE STRUCTURE.. Floor TRuSees SHALL. HAVE .JOINTS PE LL FITTED AND SHALL HAVE ALL TENSION !WOW ANY LOAD IS PLACED UPON THE TRUSS. AND SWAY ElPtACIINS SHALL E USED TO BRACE ALL MOW& F I REPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OP THE UNIFORM BUILDING CODE AND THE UNIFORM MECHANICAL CODE. FLUE LINER MINIMUM, 5/8" FIRE CLAY (OR EQUIVALENT) PER U. FLUE AREA PER UBG. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6" SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL EXTEND 20" (MIN) IN FRONT OF AND 12" (MIN.) BEYOND EAGI -f SIDE OF FIREPLACE OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MO ISTURE PROTECTION GENERAL UNLESS NOTED O'T'HERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I -I/2" CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUB', SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS. FRICTION FIT FACED BAITS USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX) R -I0 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERV I CES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, 6ASKETED OR WEATHER - STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE - RATED" AND MUST MEET THE ABOVE REQUIREMENT. 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 ASTM E 253./3. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE 15 REQUIRED TO BE INSULATED PER THE 1#4.5.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -3. VAPOR BARRIERS I GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 5" O.C. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16 ". A &ROUND COVER OF 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE &ROUND IN ALL GRAY(- SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 WASHINGTON STATE ENERGY CODE 6/44.5.E .0 .) - TABLE b - I PRESCRIPTIVE REQUIREMENTS 0) FOR GROUP R OCCUPANCY CLIMATE ZONE I O. NOMINAL R- VALVES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE I. MINIMUM REGVIRE!'"ENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE COPVIT10NED FLOOR AREA OF 13%, IT SHALL COMPLY WITH ALL OF TIE REQUIREMENTS OF THE 15% &LAZING OPTION (OR HIGHER). PROPOSED DESIGNS PIHCH CANNOT MET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE C014PLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.G_ 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR .JOIST VAULTED CEILIN66. 'ADV' DEI OTES ADVANCED FR,ANE:D CEILING. 3. REQUIRT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WAILS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R-$O, OR ON TIE INTERIOR TO THE SAME LEVEL. AS WALLS AEk7VE GRADE EXTERIOR INSULATION INSTALLED ON BF1OY4 GRADE WALLS SHALL BE A PIA'TER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602_2 OF THE Y'ILS E rG. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB TER'JH'E7E1R INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS WENDED. AND INSTALLED ACCORDING. TO THE P4N F'AGTtJR'E!R`5 SPECIFICATIONS. SEE SECTION 602.4 OF THE NI.SF_G. - 1_ NOT USED IN CLIMATE ZONE I. 6. NOT Ul5E17 EN CLIMATE ZONE I. di. DOORS. IP C,LUDIN13 ALL FIRE DOORS. SHALL BE ASSIGNED PEFALJLT U- FfGTORS Mom TABLE 1O-6C OF THE YN.5E.G_ 10_ WHERE A NMAXWAW GLAZING AREA 1S LIS1197. THE TOTAL MAME. AIWA (QOM PLL5 ) '6 A I•15 OF GROSS CONDITIOPED FLOOR AREA e.b'L.L !'E LE:g6 THAN OR EGU L TO THAT VALAE. OVERHEAD GLAZING 111M U- ACTOR OF UFO 40 OR LESS 15 NOT INCLUDED M SLAM* AREA LI 4TATIC IS. II_ SHMLL. NAVE U-FA CTORS DETERMINE> IN ACCORDANCE MIR 14111G 100 OR 116 SlwECIPIED M SECTION 50215 OF THE f5E.G. a Las AND S O L I D T I M B E R MALLS rrIrfl A . AVERAGE Thoucte95 or 35" ive EXEMPT PROM THIS INSULATION IREGUIREMBET. DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 1 -I /2" STEP TO A MINIMUM 36" DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -I UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 ", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 263.13. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE WEATHER - STRIPPED, CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 GFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR: I. MAXIMUM GLAZING AREA. 2. GLAZING MANUFACTURER AND MODEL NUMBERS. 3. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER UNIFORM BUILDING CODE. I. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN q SQUARE FEET THAT 15 LESS THAN 18" ABOVE FINISHED FLOOR. 6. GLAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. I. THE GLAZING ARE DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12'-O" ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. S. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 3/16 ". MEHAN I .AL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATI EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING WHICH ENCLOSE GONDIT101ED SPACES THROUGH M ICH THERMAL ENERGY MAY BE TRANSFERED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL. OBTAIN AIR FROM OUTDoORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE 50 LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO IMARM 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 THRCUGH SUCH( ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, - BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE RIDER FLOOR SPACE OR BASEMENT UNL.ES6 SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WINCH GENERATE A GLOW( SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 16" ABOVE TIE FLOOR SURFACE_ FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A 6ARA6E (6ROU: M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A ThHGKNESS NOT LESS THAN O.Ot (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINSS INTO THE GARAGE PER THE UNIFORM B UILDIN6 COPE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR GRAVL SPACES SHALL COMPLY 11TH THE UNIFORM MEC.HANCAL C.f. EN/MY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING. SYSTEM COMPLYING, WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE OW GAS VENT SHALL BE INSTALLED IN AcCORDANCE WITH THE TERMS OF ITS LISTING', MANUFACTURERS INSTAULATION INSTRUCTIONS AND THE REQUIREMENTS OF THE Ur1FORM MECHANICAL CODE_ A TYPE B OR BIM GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL GODS_ A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 ABOVE THE HIGHEST POINT WHERE THE VENT PAS THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-0" HiGHEX THAN ANY PORTION OF THE BUILDING WITHIN IO•-O" OF THE VENT PER THE UNIFORM CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN W4/CH THE APPLIANCE IS LOGATtP AVID SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MEANER AS TO MAINTAIN THE C.LEARANCE TO GOMBU TkRP5 PER ME UNIFORM recmpacAt. CODE_ E"EATTN15 EQUIPMENT ALL HEATING EQUIPMENT soul_ MEET THE REQUIREMENTS OF THE MOT NATIONAL APPLIANCE ENERdrY coteetyAroN AGT A IEIGA) - - S E SO L.I4MED. Ecar r'!"EfT SHALL *LSO CCIMPL"Y /iTN SECTION 1411 OF THE P SErG_ HHIA C EQUIPMENT FOR L OVO-R SE wesavemnAL SHALL E SIZED NO GREATER THAN EOM OF DAN LOAD 0 p io r s(t 4 k t Ok { - REViS I a I NTE6RATED WHOLE HOUSE VENT SYSTEM SPECIFICATIONS FROM THE 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. I. SOURCE SPECIFIC VENTILATION REQUIREMENTS. A. EXHAUST FAN REQUIREMENTS: I. BATHROOMS, LAUNDRIES AND POWDER ROOMS - SO CFM • 0.23" PIG. 2. KITCHENS - 100 GFM • 0.25" W.6. RANGE HOODS AND POI* DRAFT RANGES MAY BE RATED AT 100 GFM • 0.10' W.G. (MIN) WHEN USED FOR EXHAUST FAN REQUI REMENTS . B. EXHAUST DUCT REQUIREMENTS: I. BE INSULATED TO R -4 (MIN) IN UNCONDITIONED SPACES. 2. Be EQUIPPED WITH A BACK DRAFT DAMPER. S. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY 111TH TABLE S -S ON THIS SHEET. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORGED AIR SYSTEM USING THE FOLLOWING METHOD. 3. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: A. BE SIZED ACCORDING TO TABLE 3-5 ON THIS SHEET. B. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR FEET UPSTREAM OF THE FURNACE BLOWER C. BE INSULATED TO R-4 ( MIN) WHEN LOCATED WITHIN HEATED SPACES. D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER FOREIGN MATERIAL. E. NOT RECEIVE AIR FROM THE FOLLOWING AREAS: I. WITHIN TEN FEET OF AN APPLIANCE VENT OUT LET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THEREIN. 5. CLOSER THAN TEN FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE 'THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 4. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TIMER, OR B. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3-2 ON THIS SHEET, OR C. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.10" WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS GONPEGTED TO THE RETURN AIR PLENUM. 5. TIE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE 1*IOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABS. SHALL BE AFFIXED TO 'THE CONTROL THAT READ'' "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS) ". NOTE: KING COUNTY RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED VI4OLE HOUSE EXHAUST FAN WITH A MINIMUM SONS RATING OF 15 AND SIZED ACCORDING TO TABLE 3-2 ON THIS SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (I/2 ") ABOVE THE FINISHED FLOOR. TABLE 5-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS" MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (GFM) FOR Rescaces THAT EXCEED 6 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM GFM IS EQUAL TO 1.5 TIME' THE MINIMUM. NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WMTH FANS OF THIS SIZE. NOTE: 1212reThi! riiT PER REQUIRE � D FOR: �IVECHANICAL 11ELECTRECAL LUM8iNG alkAS PIPING CITY OF TUKWILA BUIL9itNiG DMVMS.`CH 4 T 3- PRESCRIPTIVE EXHAUST DUCT SIZING TABLE S - 5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAM'ETE'R I INCH. _ � 2. FOR ELBOWS NII RRR46 Hofer THAN 3 DUCT DI I' 1411 • • I_ DUCT SYSTEMS OR FACTORY WILT AIR CuCTS SHALL BE OF mETAL ASSET FORTH BY THE UNIFORM 'MECHANICAL CODE.. • 2. RECTANSULAR, FLAT, OVAL AAD ROUND DUCT JOINTS NIP SEAMS SHALL. `- PHIL TIE UNIFORM MECHAMCAL CODE • -.. - - -L., 3. INSTALLATION OF DUCTS SHALL COMPLY PITH THE UNIIFORJ4 IC: 041. 01t. 4. DUCT IN SLLATIONi BE INSTALLED IN ACCORDANCE P*Th THE UNIFORM e ar - 1 . " ' = `:. �' "C fiftvat r., 3t""j ..:e5 ... 3_. ..: .. • ..• ate' 's 2,t:. 3 :G' )-. ec rtw"5 .cA 1 I r' • 211 • ' Cl •S J ti ,` • 111 1111116,,, rRAr1 I NQ . _FQJJN 2A_TIOld DIMENSION FIN15H PER ELEVATION OVER - 7 LB BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRI OPTIONAL 6" MIN. 30" MAX. ----- • (I) *4 BAR CONTI 4" DIA. PERF. FOUNDATION DRAIN 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.4 G. PLYWOOD SUBFLOOR GLUED 4 NAILED 8d 0 6" D.G. SHEATH 'TRUSS PER PI -6 rrn TIGHTLINE STORM ORA N ' - IF REQUIRED it 1 I-- -1I 1 2X P. T. SILL PLATE VV/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 48" O.G.) *4 BAR VERTICAL 0 18" O . G . IN/ ALTERNATE BENDS 4 HORIZONTAL ® 10" O.G. 6 MIL. BLACK V. B. • II• • u - .•--�° 'r`�(2) *4 BAR CONTINUOUS *5" 6 " 6" FOUNDATION WALL FLR.1srsPERPLAN II r 1I; 111 —III =4 III_111_1I •• • II - �1 I I ---- - 1 1 1= - ', —� a — (2) *4 BAR CONTINUOUS 4" ,,r 8" 4" ® HOUSE /GARAGE FOUNDATION WALL PROVIDE INTERMITTENT FRAMING AS REQUIRED 8d ® 6 O.G. SHEATH TRUSS PER PI- SHEAR TRANSFER DETAIL FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X IO" ANCHOR BOLTS 0 48" O.G.) *4 BAR VERTICAL ® 18" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL 0 10 O.G. 6 MIL. BLACK V. B. 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED a • • FRAMING 4 FOUNDATIQN DIMENSION SCALE I" = I' -O" INSTALL 5/8" TYPE 'X' G.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.B OVER 4" GRANULAR FILL d • o • • o • • e � o• • • � e • o i Tli iii iii_ : .• • 111_11 111 l 11_1 I i 1=1 I I -1 11=1 I I =1 11= I =1 ill • SIM. S SCALE : I" = 1 SCALE : I = 1 -0" NICr" rC SCALE LI6HTVI&HT VENEER 0/ 44EAThI r S z I dD FRAMING _4 rp DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING FOR WATERPROOFING 4" CONC. SLAB • 4 . • • STUB OUT *4 BAR X 24" • 18" O.G. (I) *4 BAR CONTINUOUS *4 BAR VERTIGAL • 18" 0.G..II1= W/ ALTERNATE BENDS _1 I 4 HORIZONTAL ® 10" 0 4" DIA. PERF FOUNDATION DRAIN .G. II 4 d r \ • 4\ illeiginlitIVEAVi SOLID BLOCKING (I) *4 BAR CONTINUOUS (7 MIL. BLACK V. B. 1 = 1 I I —II -1 I- 111= 111 -111- -1) SI' INTERIOR STEM WALL RIPPED 2x4 BLOCKING 2x4 BLOCKING WALL TO MATCH I6d ® 6" O.G. U.N.O. SHEAR WALL (SEE PLANS) d I A%VA P W ER PLAN d 5 .* 6 "" *5* FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" 4 G. PLYWOOD SUBFLOOR GLUED 4 NAILED I I' b t--1---1-1 I• 4 4 "Ae Er *4 TYPICAL ROOF DIAPHRAGM • I I-1 I ICI 11 -1 i I 1= 1111 II„III,,III_ 11 Sd•6 " O.G. U.N.O. SHEAR TRANSFER DETAIL S TONE CR - AR GccNk: L °Etc °LAP% - . ti v v ""∎„cc N .004r-AR • S 4- wry SEP • ' r 4 ♦ • 1 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR I ▪ WALL SCHEDULE, 12" MAX. z -FROM ENDS 4 7" MIN. X EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS CO 0 48" O.G.) - -.0 -6 MIL. BLACK V.B. • •. r'11 =T1�- 4• II,II � = • ' • • " (2) *4 BAR CONTINUOUS 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. x 10" ANCHOR BOLTS • 48" O.G.) *4 BAR VERTICAL ® 18" O.G. IV ALTERNATE BENDS 4 HORIZONTAL • 10" 0.C. • 8d• " 0.G. U.N_O. • • I a . • 't • - 2) *4 BAR CONTINUOUS • • • .4 w • • SCALE I" = I' -O" SCALE : I" = I'-0" PREFABRICATED TRUSS 0 24" O.G. SEC PLAN NOT TO SCALE 'rOr 'r0 SCALE L16F VENEER 0/ COtRETh FRAMING 4 FOtNI2ATIQN DIMENSION FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX 4=10 (I) *4 BAR CONTINUOUS 4" DIA PERF FOUNDATION DRAIN SHEAR WALL PER PLAN 8d NAILS 0 6" O.G. THROUGH SHEATHING INTO LEDGER ROOF FRAMING MEMBER PER PLAN 6x 2 O 4x6 D F TIGHTLINE STORM DRAIN -- IF REQUIRED �I I I I I _ --II SOLID BLOCKING BOTTOM OF BEAM SLOPED HANGER 4x4 BRACE (2) SIMPSON A34 � • EACH FRAMING T r r TTmT r-- -1 I l =111 -111 = 1 1 =1 I I_=1 I 1 =I 12' , I' 2X P. T. SILL PLATE W/ I•N 'i ANCHOR BOLTS PER SHEAR II d I WALL SCHEDULE, 12" MAX. FROM ENDS 4 7" MIN. j 1 11 • • j EMBEDMENT (ELSEWHERE USE 1 Lk 4 l 5/8 DIA. X 10" ANCHOR BOLTS r , • 48" O.G.) I - *4 BAR VERTICAL • 18" O.G. • v mo ' I W/ ALTERNATE BENDS • f 4 HORIZONTAL • 10" O.G. ..II • 4 - - - . - '!" (2) *4 BAR CONTINUOUS 4 "ile 8 " k 4".4, !> ia FOUNDATION WALL NU SLAB C 8" FOUNDATION WALL FLR. JSTS. PER PLAN MUM= STIVAVENIV • ffb d • CONTINUOUS FOOTING BATT INSULATION PER PLAN r - 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED •r 13 SHEAR TRANSFER DETAIL di( SRACKET DETAIL 2X STUDS PER PLAN BATT INSULATION PER PLAN - BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 4 FLR. JSTS. PER PLAN -� 6 MIL. BLACK V. B. 4 • SCALE : I" = I -Q " BEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. B. 4 I I- III =1! 1 -11 .=111E 1„111,; ,I I_ 2) *4 BAR CONTINUOUS SCALE I" = I '-O" 2x FIRE BLOCKING (2) I6d NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLK& NOT TO SCALE SCALE - I a '•"O» FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING FOR WATERPROOFING 4" CONC. SLAB . • • • 4 • • . • Q STUB OUT *4 BAR X 24" 0 I8" O.G. 4" DIA. PERF. FOUNDATION DRAIN III d • \ • \ (I) *4 BAR CONTINUOUS *4 BAR VERTICAL 0 I8" O.G.. —I I W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. 8" FOUNDATION WALL NU SLAB 2X4 THRUST BLOCK a INTERIOR STAIR SHEAR TRANSFER DETAIL 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. z • FROM ENDS 4 l" MIN. -d • 48" I I • II • I EMBEDMENT (ELSEWHERE USE 5/8" PIA X 10" ANCHOR BOLTS �J L Ii - • • - - b MIL. BLACK V.B. d u• ' rU • • II 77 � ' - �' I '2) *4 BAR CONTINUOUS • w 4 " "4 8" *4""le NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BALUSTERS TO CONFORM TO UBC SEC. 1006.9 4 50 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN FLR. TRANSFER DETAIL BEAM PER PLAN BELOW STAIR INSTALL 5/8" TYPE 'X' G.W.B. (2) LAYERS ® CEILING, (I) LAYER • WALLS (3) 2XI2 STRINGERS TYPICAL ROOF DIAPHRAGM FIRE BLOCKING • MID -SPAN SCALE : I" = 1' -0" NOT TO SCALE ROOF FRAMING MEMBERS PER PLAN 2x6 SOLID BLOCKING • 48" O.G. (3) Ibd TO BLOCKING EACH END TYP. NOT TO SCALE (2 ed %APLS • EAC► 5T•" IMO"'r TO SCALE FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER - I LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX. ( . 2 %. z dl 4" DIA PERF. FOUNDATION DRAIN BATT INSULATION PER PLAN (3) I bd NAILS EACH TRUSS SIMPSON H -I SEISMIC TIE • 48" D.G. 2x STUDS PER PLAN BATT INSULATION PER PLAN 2X4 (2 ) 2X4 SKYLIGHT AN -F p 7 3 _J_J V '. IPodbfl *0•6'C:. DSO eLE JO S' (I) *4 BAR CONTINUOUS - �,,!9 • =Tl -1f1 -=111 'iiI I I TIGHTLINE i E IT • If . T REQUIRED lN F11= • 11 ,r 4 � I • • r* 6" * GARAGE FOUNDATION WALL �O CEILING B SAVE 2X4 INFILL FRAMING 5/8" TYPE "X" GW. .B. CRICKET BATT INSULATION PER PLAN (2) 2X4 TRANSFER DETAIL 3 •12-RIP 2X STUDS PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 1' MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 48" O.C.) 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL • . . 4 • • 1 Intangab 11111111111111111111111116, «, \ • ►_i 2 X 6 BUILT-UP CURB r • 1 =1 I :II -=III X111= 1 *4 BAR VERTICAL 0 16" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. • -.I -J- 4--41" — (2) *4 BAR CONTINUOUS SCALE : I" = 1 ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER t SHEATHING PER PLAN ROOF FRAMING MEMBERS PER PLAN INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH I 1/2" CLEAR AIRSPACE ad NAILS 0 6" O.G. VENTED 2X BLOCKING IN/ (3) 2" DIA HOLES PER 24" O.G. FASCIA BOARD PER PLAN OVERHANG PER PLAN FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE . 1" = I'-O" 1 SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS 0 +12' -0" A.F.FJ 2 LAYERS TEMPERED GLASS • - I2' -0" A.F.F.) RAFTERS OR TRUSS BEYOND ::. . • 1 „ - . , .-, SHEAR 41 • PER PLAN 5" CONTINUOUS METAL GUTTER SCALE : I" = 1' -0- • • T ` tic SLOB D OLCK.K.N►16 • 9EJNP4 ` • i . Ill.. C hut- :sl"� ^ t 1 N ^ *"►€D - •!i • / i t- • z •. • • r • f3' b0• . P407 ''O 'SC E �W X44 1 144 A■tk ,(2614,.16")i6-""6- tfti) LLJ • R b j 4 • 5 = 8 5 i L I r 1 w ?_§ 8 - co r- W 0 ci .4. °‘4 < Z w 1111 %111% 50 i ` c 0 _J 11111111 t 6 0 0 of e„ r oroSIE: 4 5 • 1 :41111111% alr• spry • (..0 -✓ r A A '� �. ' r ! ,r1 '1 I ,,. ' a -. J1030 mob Set7 `, • t .; -- � ROOF VENTI PAYMENT OF USE FEE S DUE ARCHITECTS NORTHWEST, INC I PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST, INC IS STRICTLY PROHIBITED- THESE DRAWINGS AND PLANS SE7 FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC saw I - GISTERE • �' C 4TECT i � • I f r TON REVISED IRR ONT PORCH / 3 -GAR OPTION SHEET /J ( ARCHITECTS N R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 4900 FAX: (425) 487 6585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM PLAN m2400A2F. I rank& ANTILATION PPIOVIDIED: fel5 Si_ IS 411MA1 ei TIMM 4 100.44 SJ MOD RR 'la c 1 1 1 1 4 e MA: e : � 0 19 ti iU V. 11; WI tl i 12! tr" u .r 131 RDeih-CX1C. ti*SP x 2 5 c / L.F. - 25% SCREEN RECUCTICAs 2 63 5 / EAVE VE1 LAT40% "Mai RED a a2C 645 1 / 5 PER F 0'5 36 6.. 0 : 1 RONT DE re w F. BfoltDeLOCx046 VE% oc 5 EAvE vEN Atz 00 iS GREATER ' 46032 5 REGV Pe - IRCOr AREA: a SF. YEN REG*, 1 RED - rae5r /300 x 41 1 2 0 64 S I REGV PRCV VE - 2 Ve* • EAvEs. c. • ,2» BELo fat v ROOF VENTI -+ el til r 8 q, ip 1 1 G 3 Q I 1 50`4 STHOCAOL (4 TOTAL 1415T41/4.A,.. - 2* MON COM 4311:5 CR RCVS*. OPENNISS 4.1 P4 0 USE 3W d 14AIL.5 EAC44 1 9 , 1 4 1BOLI: MIGXDOPIN, "rlier AND AmouArrs LATERAL RESTRAI • a 4 fl sr / 1 i 1Fr : j( 41 1111groilif ?)1I } - c ; 1 ? *66 g 1$ d tf is fr§ J.) g a M T19d 401 igt 1 11 • � b Oi§ t‘lt!i I 19 o id f, i 1 s� 1 %I 9A • IA awe 14 /1; " i 19 YbN� tl tl - n [ft 0 a �r ' ,r i(0,` 0 , /0 6 z r • • 0 z ' I • 0 N 3 r N r- t• C) f'7 -4 ry S �s c - 'a �• a I " - •• r . . ' " • 0 ,* • ••ate••• • � .L 1� 3., CI 4 ! 0 BLOCK d SHEATH TRUSS PER PI -b IO` -O" LONG 1;1 6 1 1 { 0 m R. D z - 12" O.H. L v0 M • I •1 I.. • • • • • • Or O RAKE • DBL. JSTS. DBL. JSTS. R D.S. s --, 61:g 02 g _ D :i z -1 6p - no 6 vto4t 7- 2 6 rr I8' -O" PI-4 N r 0 z rn 20 '_ 0 " v R2 A m 71 6; A '8 P On p 6 T8 2 _ 161 i N r4 ------ i 4 Ut • • 11.-10 R.o. I' -10 I/2' -- J AI? • 10' - O" I ' -b" 31_0„ 1 " 3' - 0" 50 S , -J 4x8 D 12' -0" 50' -On OVERALL FOOTPRINT X RI z_ r � p0 4 736 10' -O" 12" 1 r a 1 D.S. D.S. 18' -O" lE ® 8' -11" ABV. MAIN FLOOR 12' -O" C L 4' -O" 12" 2' -0" ` 4' -0" 4' -0" 12" D .S. O.H. rrP, GABLES N 2' -O" D c > z r O r N 0 . 70 „91 oixr Ivor WIN I'd OPcC LATERAL RESTRA I NT HARDWARE S` .. • •PE i .I,N 5048 GISTERE• 1 110.1 6 , ,( ITECT rii WA TON PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIOr>)� FROM ARCHITECTS NORTHWEST, 1NC IS STRICTLY PROHIBITED THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC ri-O ">R Sol -IPS % ST►C$G TOTAL. ® .__ ;S' 7-4 41-1- P -' 2" FROM COIZNElit5 OR 40.k50+ OPe*NISS U Pt G LSE ,3e. obey NAILS EAG}+ •- 5 'r 46 l"3' 1rOTAL.. • MArh F'L.Gkst. ST444_,_ VER' ►GALL`f ' TC smosT IN CRAM SPACE USE c'21!1' bey sukLS EAG.,_ r- SI' ~5746 (ii) rar& • P FLOOR t,'STAL ,.. VEiRTICAL.I..'r D ro FRAM4I S!ELOr't LSE ,'2e) bd *�r LLS EAG '. 0 R1 100 X900 100 ! 0 ADP Si . A. 5 41‘.4144046 ANCocolltS • 24' pc ".t, PLATE tO vex- . sTs i ,RGH 1 3 -GAR OPTION SHEET l M2400A2FH -Aar► S- :4 - v 11►A 1/" _$ -E*11, e- _41- j 3C ole 3- - f :J:: .1. LATERAL RESTRA I NT HARDWARE S` .. • •PE i .I,N 0 S b. , S' if 4R..i rldr `0T/44- LNS'4.� 1- 2' FROM .:OR1 ROU61w' 0 J . a LSE ,3V 16d "44A. L5 EAC ' ri-O ">R Sol -IPS % ST►C$G TOTAL. ® .__ ;S' 7-4 41-1- P -' 2" FROM COIZNElit5 OR 40.k50+ OPe*NISS U Pt G LSE ,3e. obey NAILS EAG}+ •- 5 'r 46 l"3' 1rOTAL.. • MArh F'L.Gkst. ST444_,_ VER' ►GALL`f ' TC smosT IN CRAM SPACE USE c'21!1' bey sukLS EAG.,_ r- SI' ~5746 (ii) rar& • P FLOOR t,'STAL ,.. VEiRTICAL.I..'r D ro FRAM4I S!ELOr't LSE ,'2e) bd *�r LLS EAG '. 0 SOl 1 * ,"2! r0T AL. • UPPER FLOOR NST NIEWICALL r Do.IP4 rc FRAm e13-orr USE Ofbi ad %A1rLS S ! 0 ADP Si . A. 5 41‘.4144046 ANCocolltS • 24' pc ".t, PLATE tO vex- . sTs AREA SUMM "A h FLOOR ' JP:meg T 6280 Sr ri-O ">R .c S!e TOTAIL. AMIE& 2480 3F. r 410 Sr 1- C� - 0 O 9 2 ' -O ,I w tll IL Ll x • LINE OF VAULT 3 G.D. x A TILE 36 "x60" TUB 2, -0" I 4 12'-0" SG A-E.: I /4' = '-O LINE OF ROOF BELOW LINE OF WALL BELOW I4' -O" USE FULL HEIGHT STUDS • SCISSOR TRUSS ABV. AULTED MSTV R S DRM CARPET S1.°PE 5wP 22 "x3O" ATTIC I ACCESS, INSULATE 4 WEATHER STRIP 3' -4" 2`6 2 S.H. 2'-0" 1 4' -0" S I34 "x60" SHWR 110y S.D. Q O ;- 0 9 6 4 V.T.O 0 1 41 -0"I 4' -OIl 1 2x6 WALL II UTIL VINYL I 2 ° ' WHOLE HOUSE FAN TO BE INTEGRATED W/ FORGED AIR SYSTEM W/ AUTO TIMER # MANUAL OVERRIDE HOLD BACK STUD FOR CONT. SHEATHING BEDRM 3 CARPET 5°3 SLI 4' -0" 38' - O" Qis (7)110V S.D. O o� r 14 -0" 8'-0 / 7 1 OPEN TO BELOW HAND RAIL ` - � - \ I 34" ABV. NOSING SHELF • 36" A.F.F. 8" W. 110 S.D. 0 6 -0 n 16' -O" 4 9 4° SKYLIGHT IW LAM. GLASS 5A2 VINYL I X 1 2 HALL CARPET 2' -0" f UPPER FLOOR PLAN M.0 2'-0' 10 2 R. 4. 2 IA n m S.D. 0 2 SKYLIGHT W/ LAM. GLASS BEDRM 2 CARPET 4' -0 6' -0 5 BI -FOLD W 110y S.D. 0 BONUS BEPRM 4 ry CARPET In � I LINE OF - --- [ 1 FURNACE it W.H. FLUES POSTS DELOW R.4S. 2x6 WALL 14 6' -0" cV IA 5 BI - FOLD LINE OF WALL BELOW LINE OF ROOF BELOW SHEAR WALL SCHEDULE 'SEE ad JeC - A8LE 23-. - - s 23- .--2 s I 0 2x6 WALL to I 8 o► - V _ at 0 • „2' °L" OR a 513 EQLiAL ,'■' NA LS • 6” C L 4cb: 3 Rfr6c. *d %A LS • 5' O _ G OR 5 A B • 4t' CC TO CONIC • V 2 304 1 °Lr LS • 4 " i #2" / ► �� PL' � �'Ti► � � , O � 017 E - red u a s s. EQ A 1�4 OR � 45 ►i / C TO � C G �► /may / V i�'4� -'-v- Se MA LS 4 • ' 0_c G 5'e" AB • 36' _ C . COPE � P" -J V : a c �7• PLY1"K 0C OR 0513 EMAL. P bey (GUN hA LS • 3" 0 C I ,6►NGNe tA 3 ,eS 5G • 17 C C OR 5ID" A B • 3e?" O C 7 0 co ;. USE **rh. 3' SAL STUD • AD ►w►qb Pte. Ems. ‘,2~ PL'+'1400C OR 0 SD EGUAL - 8d cOSUNO 1440N LS • 2 - a c .1 4 5" LAe5 SG s• 0 " O c OR sir A B• 24" 0 c __o G[ tc,_ use *am 3* NoweiNiAL VW 'S • AD N6 PANEL ErNSE5_ I!tMC7?E. T 504EAR v L.f 11'4 TMr5 r4IL,E NICE BASED 004 TIC uSE OF ad ileNejP4ArticALLy DR4 v I E N %5 04•T1+ A Pi ! j 4 9■ D AI•+IETE t OF 0 ! r3" S _oc* A... cAhIEL ED4SES. % L SPAG146 IS FOR AL,L CAMEL. ED6E5 5PA(,E 5 • , 2 C c 414,_0,40, ATE A' DOUBLE s SolEAR r'M6...5 OFFSET" 9€14 , 46 JCDr'WT B OWE BAY' P°'Ro'1 DE L aLocKmis atmeAT►+ S4L1. `ti 1't ATI vA4LS 5r ji 0 O O rD O cv \ \ O n \ \ 0 O tY O 1 N 0 m 0 (Y O 0 O dJ 36" WIDE (MIN.) CONC. LANDING, 8" (MAX.) BELOW THRESHOLD HANGER ONE SIDE VAULTED DINING CARPET DBL. JSTS. ADD DBL. BLK'6 0 —.in SHEAR WALL ABV. III III 12'-O" III I11 III FAMILY (2) 2x4 WALLS CARPET FOR PLUMBING 4 HEATING III DBL. JSTS. III to- m III III DIRECT VENT GAS F.P�II INSTALLED PER MAN UF. SPECS. W/ 20" WIDE (MIN.) NON - COMBUSTIBLE FLUSH HEARTH .BL. JSTS_ BACK ' • TUD OR CONT. • THING VAULTED LIVIN G CARPET 2xIO F.J. • I HANGER ONE HDWD 3% S.G. ' 3' -8" 4, 4' -4" I• E%6 4' -0" 2'-stir FLOOR ABV. DBL. T5. I8 "x24" G.A. 40' - 0' OVERALL I8" HIGH PLATFORM W/ (2) LAYERS 3/4" PLYWOOD 6" DIA. FRESH AIR DUCT W/ DAMPER TIGHT Fl ING, I THICK (MI .) SO GORE W/ SELF CL SULID POST UP TO 6 3/4" WIDE DEN CARPET ART NICHE - 36" A.F.F. si l l . ,I I) I nl vDL 1 5 1 /8 "xI5" 6.LB_24F -V4 2 1 l UPSET INTO WALL ASV. LL. Nt 1 SIMPSON 14J4I0 . { HANGER - Ix SOFFIT DOM TO - --- X BOTTOM OF JOISTS n- 16.6? L.F. c.Ov 'D PORCH 2x4 DECKING L IGHTWE I GHT STONE VENEER (GOBBLEFIELD) SULID POST UP TO 6 3/4" WIDE 51 MPSON HU4I HANGER C 4x10 ).F. F 6 2'-O" 2 2xIO r.J. • I6" O.G. 8" WIDE SOFFIT, VENT, 4 INSULATE FLR. AS O 9 O in 0 - `s: —144, i s .5 J:. • M - I ELooR PL NQT5: CO TRAG R 5+ t.4.. VER/F" ALL NOTE'S De iC7N5 I cOND' r FIR r0 CONSTE&C. 2 ALL SEAMS s 0 4EADERS TO eE 4700 DF*2 • 2X4 imAk.LS a 6xb vwli2 • 2x6 ,HALLS U two 3 PR'Crv1R,E 50L P 131 OVE'l! SUPPORT'S 4 !° • AI..L 1"'L.I1 PENIETRATTots 3 P4P412 7rr a DOORS AIlE 9040re4i s NOTED AS P40P411 WES 6 Irlik4120,4 *.G • 6 -0' "DOVE FLOOR U K 0 ALL MOO ' GOP4ra , fl 4 CONIC TO !SE PREWILIRE rlEA''ED 6 EXTVIOOR MALLS TO 2i 51rUDS • 46" O C_ U1'40 2 -0 1 I MAIN FLOOR PLAN 5G A`F = I /4' - ''-O' Nib 30' -O" USE FULL HEIGHT STUDS • I SSOR TRUSS ASV. i :s� � �� o - 2 '' 6' -O" +- IP4/5 ,_ roolPSO 4 C PIC r0 000C 640LL'O1 l5 1/2" FR'OP COMERS vqh Noon RUuG04 cier >''sr' ALSO 5EF Acr 4'S SPECS PO P4CifiCATES vO"h" 6..O•0 SUPPORTED Err `2: 51•• J_KC II 94100cE OETtcrore. • SKALL. BE k t►0 V . ti ,,,TED M' , BArrelirr BACAQ, P • 9 41 I C L eE NEMA ...ED OP E&C.b+ F LOOR It ALL w 94041. !E ►TAL..ED ;tv E C.' LOGAT'IGN mem T►+EME I'S A GEL* C./4.44,46E 5REAV"E t T}t 24" 12 SCE 9W f Flirt A,I,�"' I TNOP4 . NC 1E3 Ak.L IM1...5 - 0 OE 0 '4/ + ti 8x8 P.T. POSTS W/ STONE VENEER BASE TYP. 0 GOV'D PORCH t owl • - Z :;:ss • ^ i t— • el V, • . '_ CAS • f P - • • I ■rl — II. .lii11 111 r,.. idui111l II mom. „ d mum 111111111nmb.. „dune III111lI1!itlII11I11I11IlIIh ..i11IUI11 III111II11/1�1 1110 II III 1 I11�1��._ � i11llI11IIII1Iluu111uII1 /IIII11 In 1om11IIImrn1r,_ II1/1r11111oI1111/111ninci 111 onnm 11„l111'I11nis. 1111x■ 111111 tl11l1l11l1111l11r1trl1r■i11l11r1111lt♦I11r 11r11111111111r1111/I11r11lrlr.. 5/4x4 CORNER TRIM O SIDES 4 REAR 2x8 TRIM 2x10 TRIM SHINGLE STYLE SIDING PATIO SLAB SCALE: 1/4” = I' -O " 12 LEFT ELEVATION 6" EXPOSED LAP SIDING RIGHT ELEVATION 1/x4" s `-O" or S 16 "x30" LOUVERED ATTIC VENT (CEDAR) LMbilE OF 1%•TERj-QlQ r.L LINE OF INTERIOR VAULT 3:12 6" EXPOSED LAP SIDING \ MAIN FLOOR r` II •i II .. 1 Illl III4I I ..1 I� I �� ia 1 .,• I � � 11 111 - I I 1 111 111 = 1 i1111 1 1 m1r11 111 11 ---- IIII �! "111 111 1 --�- v 1 1�1I1 11 111 111 111 11 i iin., i1 liras. -miner "II , III 1 I 111�II1 m- _ 111 ,.1111 11 Ill _■ 11111111 61111 /111111 /1/111 1 111rr '4r •_ • IMO 111 111 /1r 111 ■ 1... "• """" • II11 ■∎ATO r■ WIMPS w• aria.r,.arnmobanwr11 00 II I III � III 11 11 i Aim 11 III � ■ noon. I maim no 1 � I1 � I II�,�I! -- - - -• • - -• - - -- 1111 =� n � i � i 111111111111111111101111 u iii " m� ti=i�i mm��i���i 1 1 1 I r., II l iji4 I /I 1 11 1. V&L 1 1 111/1/1x._ 1 1 U1 111ir11111. I11I/11IIIm11 • ,mII IlIln SHINGLE STYLE SIDING I6 "x3O" LOUVERED ATTIC VENT (CEDAR) 2x10 TRIM 1x4 TRIM OVER 2x12 BARGE 5/4 TRIM 5/4x 12 CORNER TRIM EXPOSED TRUSS TAILS �P . • GARAGE s k h r t k FRONT ELEVATION SCALE: I /4 " = I '-O" SCALE 1/4' * 1 -Q" 21110 771114 CONT1WOUS GUTTER OVER 2x8 FASC I A REAR ELEVATION 6 x 12 BEAM W/ 2x6 BRACKET 5/4x6 WINDOW TRIM TYP. O FRONT ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE WEATHER STRIPPING d FLASHING AT ALL DOORS 4 WINDOWS. 4, PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTERFLASHING O ALL ROOF PENETRATIONS, CHIMNEYS I SKYLIGHTS. 5- PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS 0 ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. 2°4° SKYLIGHT W/ LAM. &LASS EXPOSED TRUSS TAILS 4 ° 4 ° SKYLIGHT YV/ LAM. GLASS 56" HIGH P.T. RAIL YV / LIGHTWEIGHT STONE 4x4 PICKETS 0 12" O.G. SAFETY •L<55 ir4 OVER 2x4 ''Rl M rota • S+T 5 I REPO/ 2*4 I4ow J 2x6 TRIM vk }L OCT ¶.O PORCH 8x8 P.T. POSTS 2x FLAT OVER 2x6 TRIM MAIN FLOOR VENEER (COBBLEFIELD) I'E • UPPER y i • • r. • SIGH `i,i/{54 • MA;N =LOOK C , 9 y s i • • ?S 'UPI 4 • ' %grip 13311 3 - ,'" 03b31SIO - Woos PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE. ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. RT t t i 1 3 -GAR OPTION SHEET .76•••• - •' SrCo 111 /11/ _&Tr. L - : - -E' :4--s. ■rl — II. .lii11 111 r,.. idui111l II mom. „ d mum 111111111nmb.. „dune III111lI1!itlII11I11I11IlIIh ..i11IUI11 III111II11/1�1 1110 II III 1 I11�1��._ � i11llI11IIII1Iluu111uII1 /IIII11 In 1om11IIImrn1r,_ II1/1r11111oI1111/111ninci 111 onnm 11„l111'I11nis. 1111x■ 111111 tl11l1l11l1111l11r1trl1r■i11l11r1111lt♦I11r 11r11111111111r1111/I11r11lrlr.. 5/4x4 CORNER TRIM O SIDES 4 REAR 2x8 TRIM 2x10 TRIM SHINGLE STYLE SIDING PATIO SLAB SCALE: 1/4” = I' -O " 12 LEFT ELEVATION 6" EXPOSED LAP SIDING RIGHT ELEVATION 1/x4" s `-O" or S 16 "x30" LOUVERED ATTIC VENT (CEDAR) LMbilE OF 1%•TERj-QlQ r.L LINE OF INTERIOR VAULT 3:12 6" EXPOSED LAP SIDING \ MAIN FLOOR r` II •i II .. 1 Illl III4I I ..1 I� I �� ia 1 .,• I � � 11 111 - I I 1 111 111 = 1 i1111 1 1 m1r11 111 11 ---- IIII �! "111 111 1 --�- v 1 1�1I1 11 111 111 111 11 i iin., i1 liras. -miner "II , III 1 I 111�II1 m- _ 111 ,.1111 11 Ill _■ 11111111 61111 /111111 /1/111 1 111rr '4r •_ • IMO 111 111 /1r 111 ■ 1... "• """" • II11 ■∎ATO r■ WIMPS w• aria.r,.arnmobanwr11 00 II I III � III 11 11 i Aim 11 III � ■ noon. I maim no 1 � I1 � I II�,�I! -- - - -• • - -• - - -- 1111 =� n � i � i 111111111111111111101111 u iii " m� ti=i�i mm��i���i 1 1 1 I r., II l iji4 I /I 1 11 1. V&L 1 1 111/1/1x._ 1 1 U1 111ir11111. I11I/11IIIm11 • ,mII IlIln SHINGLE STYLE SIDING I6 "x3O" LOUVERED ATTIC VENT (CEDAR) 2x10 TRIM 1x4 TRIM OVER 2x12 BARGE 5/4 TRIM 5/4x 12 CORNER TRIM EXPOSED TRUSS TAILS �P . • GARAGE s k h r t k FRONT ELEVATION SCALE: I /4 " = I '-O" SCALE 1/4' * 1 -Q" 21110 771114 CONT1WOUS GUTTER OVER 2x8 FASC I A REAR ELEVATION 6 x 12 BEAM W/ 2x6 BRACKET 5/4x6 WINDOW TRIM TYP. O FRONT ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE WEATHER STRIPPING d FLASHING AT ALL DOORS 4 WINDOWS. 4, PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTERFLASHING O ALL ROOF PENETRATIONS, CHIMNEYS I SKYLIGHTS. 5- PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS 0 ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. 2°4° SKYLIGHT W/ LAM. &LASS EXPOSED TRUSS TAILS 4 ° 4 ° SKYLIGHT YV/ LAM. GLASS 56" HIGH P.T. RAIL YV / LIGHTWEIGHT STONE 4x4 PICKETS 0 12" O.G. SAFETY •L<55 ir4 OVER 2x4 ''Rl M rota • S+T 5 I REPO/ 2*4 I4ow J 2x6 TRIM vk }L OCT ¶.O PORCH 8x8 P.T. POSTS 2x FLAT OVER 2x6 TRIM MAIN FLOOR VENEER (COBBLEFIELD) I'E • UPPER y i • • r. • SIGH `i,i/{54 • MA;N =LOOK C , 9 y s i • • ?S 'UPI 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 15.82% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.38 FLOORS OVER UNHEATED SPACES R -30 MAX. OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.54 DUCTS IN UNHEATED SPACES R -8 MAX. DOOR U -VALUE ALLOWED 0.20 VINYL S. HUNG PROPOSED DOOR U -VALUE 0.20 AIR YES VENTILATION SCHEDULE SEE 2000 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol 5.00_MILGARD Manufacturer, Model Number, or Equal. 4 1 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @ .10 WG. 48600 2 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG_ 80 cfm @.10WG_ Notes: 7.50 Use QT 130 (100 cfm min.) @all kitchen 8 whole house fan. Use QT 80 (50 cfm min.) @ all other locations. • All Fans to Vent to Outside. All Other Requirements of 2001 WSEC / 2000 VAIQ must be met. 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: 1.50 5.00_MILGARD ELECTRIC RESISTANCE (BASEBOARD 1 UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 14.29 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 48600 MAXIMUM BTU OUTPUT FOYER _ 1 1.50 5.00_MILGARD MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 7.50 2.63 FOYER 1 4.00 2.50 MILGARD _VINYL VINYL PICTURE 5320 1/2" AIR YES 0.35 10.00 3.50 LIVING 2 3.00 5.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 DINING 1 5.00 5.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 25.00 9.50 KITCHEN 1 4.00 3.50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 14.00 5.32 FAMILY 2 5.00 5.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 50.00 19.00 DEN 2 3.00 5.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 BEDRM 2 3 3.00 5.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 45.00 17.55 MSTR BEDRM 1 _ 8.00 4.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 32.00 12.16 MSTR BATH 1 5.00 3.50 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 17.50 6.13 MSTR BATH 1 2.00 3.50 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 7.00 2.73 BEDRM 3 _ 1 5.00 3.50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 17.50 6.65 BONUS 2 3.00 5.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 16.00 8.64 MSTR BATH 1 2.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 8.00 4.32 BATH 2 1 2.00 2.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.16 I ROOM # OF WND. WND. MANUF. FRAME WDW. MODEL AIR GAS LO -E U -VAL AREA UA WNDS. W. H. TYPE TYPE NO. GAP (1) MAIN FLOOR UPPER FLOOR GLAZING SCHEDULE DOORS WITH MORE THAN 50% GLASS NOOK 1 6.001 6.83IMILGARD IVINYL 1SL GL DR I 5621 j1/2" IAIR YES I 0.351 40.981 14.341 SKYLIGHTS AND SKYWALLS GLAZING % = AVG_ U -VALUE = TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) I DOORS WITH MORE THAN 50% GLASS- TOTAL: AVG. U -VALUE (VERTICAL GLASS): SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA 384.48 S.F. 2430.00 S.F. 1 49.72 UA = 384.48 A (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E PLAN M2400A2F -1 WND. TOTAL: 315.50 40.98 28.00 120.26 14.34 0.38 15.12 0.54 UA I 384.48 149.721 TOTAL 1 TOTAL 2 15.82% 0.39 U -VALUE COMPOSITION SHINGLES OVER 15Ib FELT OVER 1/2" G.D.X. OR O.S.B. OVER TRUSSES BEDRM 3 3/4' T. t 6_ PLYWOOD OVER 2x10 FLOOR JOISTS Y■V R -I4 INSULATION LIGHT 1NELL 621,161 652:Leli• 421. Let mci: mo. 16.1 11111:111111111111111,111111 LIVING. S4. FLOOR It • GARAGE --- -- 5/8' TYPE 'x' 6y413. TYP • GARAGE 2-GAR GARAGE R -38 INSULATION TYP. • CEILING MANUFACTURED TRUSSES PER PLAN fe ® UPPER SOFF i T DOYW TO BOTTOM OF JOISTS MA o• R -38 INSULATION TYP. • CEILING 1 • �����s��11�1��� 4 0•i• ..•••••.�11111191111••0r9..�.11N��r"! �1 1 1. 4 1 1 1 ....:11 11 1 111111 1 1111`: 1/2" G.W.B. TYP. FOYER LIGHT WELL KITCHEN (2) 2x4 WALLS TR BEDRM 3/4" T. E G. PLYWOOD OVER 2x 10 FLOOR JOIST 3/4" T. t 6. PLYWOOD OVER 2x10 FLOOR JOISTS W/ R -3O INSULATION - 1� e...•••....1.11111•••1 too; ..0111111'.'.'.'.'.'11'1'1'1'1'/'1'1•/1"1'1'1'1' COVE) PORCH CRAWL SPACE FINISH PER ELEVATION OVER lIb FELT OVER 1/2" G.D.X. OR O.5.B. It ® COV'D PORCH MAIN FLOOR SCALE 114" z -0" BUILDING SEGTION 'A' SCALE: 1/4" = I'-O" 2x4 DECKING OVER 2x8 P.T. DECK JOISTS 4 • C.C,IC OVER b p; L (SLAG.< V H OVER 4• 610.0114A.Aelt F' SLOPE 4" 7 0 0 t+_ DOOR'S 4 0 4 0 SKYLIGHT W/ LAM. &LASS BUILDING SECTION 'B' 4 ° 4 ° SKYLIGHT W/ LAM. &LASS L POST'S I BEAM'S °E3x 0.,.h e�!x L OF COKnINIXAS FO3T11 INSULATION BAFFLE VENTED BLOCKING FE. • UPPER 2x6 STUDS 16" O.C. W/ R -2 I INSULATION TYP. U.N.O. SUBFLOOR 1E.• MAIN MAIN FLOOR 1) i d1 O ti ►, - I • • SE= 2 ►��` - --.a o , ? J +F "•"4? • • t N § s U ui , c z N 5 $a CSC §$ �m u) a N z cm 2 111 40445. LI. U. Q �U. CO O Z 3 –GAR ROOF VENTILATION 5"AmoA -Itiss 5C.S.SOa - 1R,,S5 4 t00 FRA N6 A3 L'e Room. AREA- 2 82 SF VE*v� `AI" ON REOL RED 2 Sr' f 30C = 1 ROvCDE -2 VE'i i►_.A -ION • EAVES ,2 • :2' BELOW R,D 104"' 4 5 REOTi ©ADeLOCKrNE,: EAVE VENTILATION REGGV = PROVIDE EAVE VEKT L.NT ION I 35 5 f / L' - 256 SGT REDUCTION* r04' 4 S : I 2 5 PER L_F 200 I- F g' R OLOCKNE. VENTILATION= 52500 5 15 5REATIER rook" 2 91 / L_F logo 50 L F 525 00 5 i 523_ a 5-1 IREO7D •r - r J ROOF' JACK* 40 0 S , EAC.►► - % 5G REDUG"Rdjz UPPER VENT REOVoit '04,4 5 2 5 OF EAG►+ VAT= Zvi DE IB - T" .t**" Airr" C PROOF' ,JACKS LIPPER -EN' , CLAY•'Vin ' I'mo_ sem 25 s- a TEIR TKAN 58 1 5 S i E�.► 1425 VENTS 5S 25 S 523-b6 5 ■ . IMOD UM USE lgao LP_ VIRDELOcAum0 IS - Ter ATTIC PICCF JACKS !MOO Si was Si.. TOY/IL VOITILATIONI " IDilir.21 Si O► OPICATER 11MIAIN qK7 4 S.1_ lefer DBL in (2) 2x4 WALLS FOR PLUMBING d HEATING jll III III III DIRECT VENT GAS F.P�II INSTALLED PER MANUF. SPECS. IN/ 20" WIDE (MIN.) NON - GOMBUSTI BLE FLUSH HEARTH BL. JSTS. iii FAMILY - IO D.F • (4) SIMPSON STHDI4RJ STRAPS ADDED FOR 3 -CAR OPTION 5' -0" 4' -6" 18" HIGH PLATFORM W/ (2) LAYERS 3/4" PLYWOOD PROVIDE (2) 26 GA. 51 ESMI G STRAP, W.H. TO WALL DBL. JSTS. 4 ' - O " 2 ' - O FF 6" DIA. FRESH AIR I2UCT W/ DAMPER BUL I D POST UP I TO 6 3/4" WIDE ;" I SIMPSON HU4I ID CL I HANGER c I __ I - 4x10 7.F. FLU SIMPSON I-IU410 HANGER WRAP ALL WARM WALLS, POSTS, BEAMS, d CEILING W/ 5/8" TYPE 'X' (5.W.B. 6x8 P.T. POST Y• SIMPSON EPC68 2x6 WALL ATIO 4" GONG SOFFIT, VENT, 4 INSULIATE FLOOR ABV. O tN (N 0 .•/il I mil,- .•/1%1111 111111._ .41111111{1111 ■11H111111■1_ _.01111 1 1111 • mNI11111111N11h. onI1111nI t� - mlio 1/111u1 .. I1MnM1111111 ' 11' -. III gym 11th -- II I COMPOS :TION SHINGLES SHINGLE STYLE SIDING t 0 Lu J SCALE: 1/4" = 1 -0" SCALE, 1/4" = i •-t?" a 40' -O" OVERALL 5-GAR MAIN FLOOR PLAN 3 -GAR FRONT ELEVATION 5 –CAR OPTION NOTES: I. SEE SHEET 3 FOR FOUNDATION I ROOF FRAMING .07E5. 2. SEE SHEET 4 FOR FLOOR PLAN NOTES. 3. SEE SHEET 4 FOR LOCA-10N5 • SHEAR YvA:_L SCHEDULE - 4. NOTE ' -.4A -- 4-4OL Qyf 5 +4AVE EEEN ADDED FOR ". 3 OY'r' ON. SEE Tz+;S Se-EET FOR "‘" I ._JCA 5 ROOF VEtiT LAT CALC<JLA'•ONS 01. ' S E €t TAKE .ECF...D'E'GE • F Ets.). ._0'N6 3-CAR PLA:.. b SEE SH T 5 EV A^ 0°.. NOTES SEE SHEET FOR A... .." *A4.. O 9 cN O c0 12 36" WIDE (MIN.) CONC.. LANDING, 8" (MAX.) BELOW THRESHOLD 2 SKYLIGHT W/ LAM. GLASS fE • IT-O" ABV. MAIN FLOOR TYP. U.N.O. • D. 5.0 4 f I • 2x10 F.J. • 16" O.G. SCALE: 1/4" = I' DBL. JSTS. (4) SIMPSON STHDI4RJ STRAPS ADDED FOR 5-CAR OPTION , 14'-O" 22'-0" 2' -0" 38'-0" OVERALL FOOTPRINT 3 -GAR FOUNDATION FLAN 14' -6" L LINE OF F.P. ABV. AD— STRUCTURAL GABLE END TRUSS • ASV It • 8 "' *BV. iik..'t & M FLOOR I- j • a a 71 1 it 17 it V ii H – 1i — 111 It — 11 D.S. END JACKS • 24. O.G. D.5. li SCALE WV * r -Q" • • • • • L 71 -6" CANTL. JOISTS THIS AREA SOFFIT, VENT, 4 INSULATE FLOOR ABV. SLAB ON GRADE 4" GONG. OVER 6 MIL (BLACK) V.B. OVER 4" GRANULAR FILL SLOPE 4" TO O.H. DOORS BLOCK -OUT CONC. FOR FURN. DUCTS 12' --O" d n T ,?5S 4 - 0" TAIL GOP4'4014 TRUSS 4 —0 ~ A : - " I I T O. SEAM • >A — �' ---J 1 I 1 - ' r Lot o I n O ,'n L - � 1: ' Z O 11,, rn • I R II tr; all9 I • EA II z- �--- -- 4 �- I It 8 _ . A8v 1. FLOOR - z' O 36" DIA. x12" THICK GONG. FOOT! N6 W/ (3) *4 BARS E.W. ti _ - SIMPSON CB68 FOR POST ABV. sTitucruRAL. 6ABLE EVC -toms 12' -0" l0, it I PI -2 I. EDGE OF SLAB 2' -0" RAISE CONC. TO 14" ABV. MAIN FLOOR CONTINUE FOOTING -.- BENEATH 0.H. DOOR TURN DOWN SLAB INTO FOOTING CONTINUE FOOTING -•- BENEATH O.H. DOOR EDGE OF SLAB TURN DOWN SLAB --~--� INTO FOOTING z I v 0 I I V Li 0 ' 1 Ii OD .S. 11 RAKE OD.S. OD.S. • �- • • 0 0 \ O 3 -GAR ROOF FRAMING PLAN n F£ • 1' -I I " ABV. MAIN FLOOR -*- A n , te r' ° ' 'c j'''' 1,S 4/ . ..... , . 0 .1.: 4 • rT� C' . C - e''S • • • _ �: - - • • - • • ) , • • .• J •. - MA; +v FLOOR • Y : r ' • —y f • G . • z ... • • r 0 W V � W W !Ii w t`s.. r ui.. Z 1 11 ): - AL Z t �sucI 5 u H O a m t 5 w J , U"t w Q) =t�bz_ v a JO — tc x o—Z<W {/1 w Va f- z ac Q <z 1 `1m$ A #o ° ` ( &rn w ti u R: z j(j,tl'F. -a W x -o Ji xwa Z P4V) J LJ UF— = O -'fiis zz w�d" (� <m� .tU Q$Q = ��� 0.ZW a� Q.c crn U W W N r LL N oct O O �t N z ' J Q VG _• 4 ..- 110 30 . 0 ac= • * 4 File: D03 -0299 35mm Drawing These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection b the Public Works utilities inspector. Date: By: +$ / / 0 L / SOO 06 20 "H/ Lot I, of Cascade Glen 13218 38th Place South TAX #: 142260 -0010 COGeti IA) °Oa tthiti-Itals .r7✓ YD (iico iYL+it1 Wf m W eiL. / cy) LOT I EXISTING ROCKERY WALL UNDER 4' TALL BSBL 60 13' , 111M. 1=IIM LOT 3 I � SITE PLAN 1 10' BSBL I 111 Inch 1/16 1 2 'WEST COTr • Since 1872". 916 tI EI6 ZI6 14 OI6 16 18 IL 19 19 II iii1liiii Iiilllill Iiii iililiiii iiiiliiii 11111iii it 1 I 1111 iiiiliiii iiiiliiii 1111 ili 111111111 MAIN FLOOR FFE 88 cV 30' LOT 2 skpu) 1 9 / 1 (4t14iit 2 9)jr �,4d \t3V PIIIN tAk1;1- 10 SD GARAGE FFE 87 WATER SERVICE LINE S I ICE SEWER LINE =E -E 1 1 1 1 1 1 1 I 1 1 1 � 1 1 3I I1I I I1I. I JII I 1 1 4I 1 I1 I 1 1 1 I11111I 5 II1I111I1I111I 6 I I £ Z I. w O 1111111111 i iiiiIIIIII111111m 2 � H p GS S GS QS GS CM' Of TAMA A P D STORM DRAIN STUB - J SIDE SEWER STUB 3/4" WATEkZ OCT 23 20.03 AS WAD Aet T(rr iA `n`a e � NEW UNDERGROUND ELEC. /PHONE /CABLE 4" RAIN DRAIN /GAS GAS EW f A LINE I r - l I GAS GAS - GAS GAS GAS GAS GAS - GAS 7.7 - 1)03.2.99