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Permit D03-194 - KRANTZ RESIDENCE - REMODEL AND GARAGE
KRANTZ RESIDENCE 5714 SOUTH 114T" STREET D03-194 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 3365900756 Permit Number: X03 -194 ; e- w Address: 5714 S 144 ST TUKW Issue Date: 08/04/2003 ce Suite No: Permit Expires On: 01/31/2004 6 U o co O Tenant: w = Name: KRANTZ RESIDENCE _1 i_ Address: 5714 S 144 ST, TUKWILA WA w O 2 Owner: ga a Name: KRANTZ NICHOLAS 3 Phone: u. Address: 5714 S 144TH ST, TUKWILA WA = d t _ w Contact Person: ? Name: GALEN MARCILLE Phone: 206 444 -9388 z O Address: 12113 6 AV SW, SEATTLE WA W uj CI Contractor: U Name: INDEPENDENT CONSTRUCTION Phone: 253 - 735 -5337 o }- Address: 2710 R ST SE, AUBURN WA = w Contractor License No: INDEPC *023NK Expiration Date:09 /03/2004 I- H u. O DESCRIPTION OF WORK: w Z ADDING A UTILITY ROOM, MASTER SUITE WITH FULL BATH AND WALK -IN CLOSET, DOUBLE CAR GARAGE. EXTEND � DRIVEWAY FROM EXISTING CARPORT TO NEW GARAGE, MOVE WASHER AND DRYER OUT OF KITCHEN TO NEW UTILITY 0 H ROOM. REVISE KITCHEN AS NEEDED. z PUBLIC WORKS ACTIVITES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND SANITARY SIDE SEWER. Value of Construction: $ $55,392.00 Fees Collected: $1,829.99 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 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 76 c.y. Fill 105 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: Y N Private: Y N Profit: N D03 -194 Public: Non - Profit: Printed: 08 -04 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -194 Printed: 08 -04 -2003 Permit Center Authorized Signature: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the -rformance of work. I am authorized to sign and obtain this development permit. Date: 'Ph Print Name: a..S2C— .S'e -.S 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 -194 Printed: 08 -04 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900756 Address: 5714 S 144 ST TUKW Suite No: Tenant: KRANTZ RESIDENCE PERMIT CONDITIONS 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. doc: Conditions D03 -194 Permit Number: D03-194 Status: ISSUED Applied Date: 06/24/2003 Issue Date: 08/04/2003 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. Printed: 08 -04 -2003 warx cM UUnc.9rai■MIIN:::Z, doc: Conditions 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: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: 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. 24: The Land Altering Permit Fee is based upon an estimated 76 cubic yards of cut and 105 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. 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: 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. 27: The storm drainage system downstream of your discharge will not function correctly unless the entire system is in place. Individual lot owner will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage system construction sequence is determined by individual lot owners. If applicant desires to complete any or all of the storm drainage system, the City will issue a separate permit for work in the right -of -way or on an adjoining lot if easements are secured from the lot owner. 28: Existing sanitary side sewer, to be located beneath the new addition and garage, shall be enclosed within a steel sleave. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ∎0 r a D03 -194 Date: A'iu3Yut Gr SLYfi+'cl:�; N:1 nif Printed: 08 -04 -2003 f A YSite Address: 5 '^ Tenant Name: Property Owners Name: Mailing Address: 5114- — ) 4-+ 'h^ �r CONTACT PERSON Name: G'AQ1_z_. Mailing Address: �^ E -Mail Address: GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development epartment 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 ** A%1;. %1 E AC>. tA'1 1.1c2 G � � 1- �.1T" (";ate- 71(-_v 6 1J 116 I D 10 (\A1.\ IA) P E 9 0 City State Zip Contact Person: t � � t✓1✓� Day Telephone: 7 - Contractor Registration Number: K) Expiration Date: "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of. Record ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Nam Mailing Address: Contact Person: E -Mail Address: \applicationstpermit application (3.2003) 3 /2003 U L— l_1>i Page I King Co Assessor's Tax No.: Suite Number: New Tenant: - TV i City 'v��toly Day Telephone: 24, - - `"V2)`Fj1 City State Zip Fax Number: Z 0 (n — 7-4 - G?Co Fax Number: 7_S3 9-? ( . ;( i City Day Telephone: Fax Number: • . ...r_ • OP .38lPs'�o- 27 Floor: .... Yes ❑ ..No State Zip State t (o Zip Z City State Zip Day Telephone: 4 " 3 -' 0 ZJ Fax Number: �.. i.aa..n.an - =.w a. i:�.. • e 'Valuation of Project (contractor's bid price): $ � .15 - 62 D� Existing Building Valuation: $ t 0 5 1 <Xb Scope of Work (please provide detailed information): 1 b‘). i l� 9 y.4 M�� j t- �U l 11J7 1.Lt . 1 Cl pg cae- p acv MM p?.. XIhT CA o �fi i o p E c2- move w 'b2,( o 'h r7-u Qw ∎ 0 c. � �� • wl -Imi tom, C- 1ti r�� {��� ���b Lp Will there be new rack storage? 0 ..Yes .PLANNING DIVISION: Single- family building footprint (arca of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? [] ....Yes ..No If "yes ", explain: FIRE, PROTECTION/HAZARDOUS MATERIALS: ID- Sprinklers ❑ ..Automatic Fire Alarm Er..None [❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -112 x / / paper indicating quantities and Material Safety Data Sheets. Upplicationsxpermit application (3.2003) MOO) If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Page 2 Compact: Handicap: Existing Interior Remodel Addition to Existing Structure New Type of : Construction per UBC Type of Occupancy per UBC l'cFloor I 030 z-i'4-cri \i N 4 2b° Floor 3t° Floor Floors thru Basement Accessory Structure* Attached Garage .. Detached Garage 5--7 / _ Yi .i i ce Attached Carport 2^ Detached Carport Covered Deck' Uncovered Deck 'Valuation of Project (contractor's bid price): $ � .15 - 62 D� Existing Building Valuation: $ t 0 5 1 <Xb Scope of Work (please provide detailed information): 1 b‘). i l� 9 y.4 M�� j t- �U l 11J7 1.Lt . 1 Cl pg cae- p acv MM p?.. XIhT CA o �fi i o p E c2- move w 'b2,( o 'h r7-u Qw ∎ 0 c. � �� • wl -Imi tom, C- 1ti r�� {��� ���b Lp Will there be new rack storage? 0 ..Yes .PLANNING DIVISION: Single- family building footprint (arca of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? [] ....Yes ..No If "yes ", explain: FIRE, PROTECTION/HAZARDOUS MATERIALS: ID- Sprinklers ❑ ..Automatic Fire Alarm Er..None [❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -112 x / / paper indicating quantities and Material Safety Data Sheets. Upplicationsxpermit application (3.2003) MOO) If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Page 2 Compact: Handicap: P IBL IC::WORKS PERMIT .INF Scope of Work (please provide detailed information): Water District ®...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District ...Tukwila 0 ...Sewer Use Certificate O... ValVue 0 .. Renton ❑ ...Seattle ❑...Sewer Availability Provided 0 .. Approved Septic Plans Provided 0...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Supmitted with Application (mark boxes which apply): U ...Civil Plans (Maximum Paper Size -22" x 34 ") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0...Traffc Impact Analysis 0...Bond 0.. Insurance 0.. Easement(s) 0 .. Maintenance Agreement(s) 0...Hold Harmless Proposed Activities (mark boxes that apply): ...Right - of - way Use - Nonprofit for less than 72 hours 0 .. Right -of -way Use - Profit for less than 72 hours 0 ...Right -of -way Use - No Disturbance 0 .. Right -of -way Use — Potential Disturbance ' ...Construction/Excavation/Fill - Right -of -way Non Right -of -way .Total Cut cubic yards Q:..Total Fill cubic yards ..Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... 0...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ... Water Main Extension Public _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: applications \permit application (3.2003) 312003 1) 11 11 RMATION :2064433 =0179 11 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. 0 .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut .. Looped Fire Line /f WO# WO# WO# Private Private Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Page 3 ❑ .. Highlinc Work in Flood Zone . Storm Drainage 0...Deduct Water Meter Size City City ❑ ...Renton .. Grease Interceptor .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding I t State Zip State Zip Day Telephone: Day Telephone: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical - ` Equipment 0 -3 HP /100,000 BTU Furnace> I OOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan l -\\ I 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFOF'ATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION I i ti , ; i ' • Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....El Replacement ....ID Commercial: New ....LI Replacement ....❑ Fuel Type: Electric Gas....D Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: ���� Signature: .Ce Print Name: Name: Mailing Address: \apptications■permit application (3.2003) 3/2003 Page 4 Day Telephone: City Date: ft_t Z ,Zee. (� 06,) 2 Y<‘id‘ lvlq State Z p Date Application Accepted: 2 5 Date Application Expires: /Z- z '-o3 Staff Initials: RECEIPT 1Z w re Parcel No.: 3365900756 Permit Number: D03 -194 6 D Address: 5714 S 144 ST TUKW Status: APPROVED v co 0 0 Suite No: Applied Date: 06/24/2003 co w _ Applicant: KRANTZ RESIDENCE Issue Date: H CO ii. w Receipt No.: R03 -00935 Payment Amount: 979.75 LL 5 Initials: LAW Payment Date: 07/31/2003 02:48 PM = ie w User ID: 1630 Balance: $0.00 Z H . 1— 0 Z 1— 0 co 0- 0 1- Ill W I 0 Type Method Description Amount I T- — 0 Payment Check 3334 979.75 W Z 0 2 O Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 NICHOLAS KRANTZ BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 685.75 54.50 176.00 59.00 4.50 Total: 979.75 U :}: :.',o 00/01 '7 TOTAL 979.7; Printed: 07 -31 -2003 Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3365900756 5714 S 144 ST TUKW KRANTZ NICHOLAS J R03 -00760 SKS 1165 Payee: NICHOLAS J. KRANTZ TRANSACTION LIST: Type Method Description Payment Check 3310 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 850.24 Current Pmts 445.74 250.00 37.50 117.00 Total: 850.24 D03 -194 PENDING 06/24/2003 Payment Amount: 850.24 Payment Date: 06/24/2003 02:04 PM Balance: $861.75 7B0 06/24 7'71.6 TOTAL 850.24 Printed: 06 -24 -2003 P 'ect;. A e4 Type of Ins e ! n: A ess: i 3 + � � Date Called. , b ( Sp cial 2.ei nstructions: /n d - c- i%JJ Date Wante7 a, rl � -)- U � � Re ester: r ifri„2„, Phone No: / �, /�/ A!Oc - ,2LILI - L /lJ`1f INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I /}Ap per applicable codes. EI Corrections required prior to approval. COMMENTS: 624 El $47.00 REINSPECTIONJtEE REQUIRED. Prior to inspection, fee must'be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'a COMMENTS: Type of Inspection: � ........,,,, '7/ /A flAsS 6 (.cJ l'■r) Date Called: 4%/30Y 7 / /id V 4 6 Date Wanted: a.m. 71/ id p.m. 7///) Y c -(A,td 6 (A-7 ( kid AA-) 6,c 7 j,Jo N Di D. S. Ti(1iT /iAi , Ai 01J i ru hi&wi i iS(h aA 9tp r ' c R_ -‘ c- 4. g. Q �,6T /"— -t (4»u77 Ai ? IL ?o , /eyvtd l'aiti0i1i6rJ e l( 27. N•9/ 6 ' r/e 7 // /d/ #( iV »/ 6 Y &' Project: V Type of Inspection: � ........,,,, Addr e s 4-44117.-z. : 57/9 So / /al Date Called: 4%/30Y Special Instructions: Date Wanted: a.m. 71/ id p.m. Requester: Phone No: ? 3 1 35 `x'337 555 50 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. Inspector: 6U Date: 7 j ) Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: //ai f rv - L 1 Address: . '1iY iy �-t c/(gA F 7 Gu' Special Instructions: j 1 C a f 1 t hb v r ,� p e .� - "[.`}� III � _ 51/ U Y EL-c/ -°l t» W • Ul /O • F4 y tfP'-‘-‘ Phone No: (A 5 3)c.3 /.-.? - 6376 5 /4/ 64 1 iv ) (,44114. q / J g // -Ti d f A'd (i X I ¶ r y t.-& -4 C % , E. CA -. 1 40 7 73 u \c r u.., t- y „ ri 4 Q 1 72 ff cs /1 --1-e Me Proje t• 'N fA rc '2. P_S Ii fc°.1( e Type of Inspection: 1 n e,e Address: . '1iY iy �-t Date Called: 0 lrl /Q Special Instructions: j 1 C a f 1 t hb v r ,� p e .� - "[.`}� III � _ Date Wanted: /44 �/ / m (35- Y ` a . m ! Requester: Cl r le c* Phone No: (A 5 3)c.3 /.-.? - 6376 3- ;y 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. Corrections required prior to approval. Inspector: 6 (/ Date: (f)0j/ El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspestignl A �� ^`j ` / y '. .t.+t 5:)(1‘, ,1 � 1 "` ate wanted _5 I!S O a.m. Requester: Q( ca °37P s.- Q) lot ( re L-4/■.4 A _ 0 , LAA.cr ►-Y■ il d\A- 1, Th f J _ > �l (C) ) is -,-c _' lit // -- Bit 4 u1 A c.) �� 7 0 �x- ig ■ , ti c '-- ,-.A AA (e_._ Q mss- :-c ara Proj c ; F � ■ ' Type of Inspestignl A �� ^`j ` / A s s: ` ecia l -I) 1 19111.v:i Date Called � 7! n 4./ S p Instructions ate wanted _5 I!S O a.m. Requester: Phone No: t 3/C °37P INSPECTION RECORD 'Retain a copy with permit INSPEC ON NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Wrrections required prior to approval. ector: 47.00 REINSPECTION rEE REQUIRED. Pri /r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: l Date: ba 1 1 9 COMMENTS: 2 z /JY O?ui 3 `� D_ 5, 730.M S. /A i Galt - A 4 C-691 mu- 7 . d -1. c tJ ,b A).1it J. co-1.- . , a r I /791.4x_, al S if '' pv..4 ( , %�- Au -4 1 Q t� c3 (AA Phut .-t (M/ ;4/ $_1_ `tD _c A fr - i v Projeg � Type of Inspection: Address�l / !99 „ /� Date Called: Date Wanted: 2/27/0,/ `, t a.m. p.m. Special Instructions: Requester: Phone No: 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: Date: 11 1/ ,?/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: rypll I Type of Inspection: 1. L) a� l oOgr Addr : S 1)-11- c Date Called: 9, / Special Instructions: Date Wanted: 7 j�`� a p m Requester: TLOVvk Gy Phone No: 18 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)4 1 -3670 Corrections required prior to approval. COMMENTS: - Y04 r \fV W\ (A ; \4 *L in Inspector: Date: 3 f — O G i 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: , � / �( 01(e S J l t 6tl ir' Lk)r•A' ` A G 1 I l v il - .�,;' Y CI \ r ACI Add 1 0 1 11 ✓ ∎ Of W e \ \( )ci v d -- li G V e li Special Ins S tructions: t 4,(4;1 � Requester: VkCe4 PhonA No: Le '20 - 6 f-lq - CiW k) (14 . R t Ct k h c „6 ► 6v -- JA Proe V Cx � / �( 01(e Type of Inspection: / _/ I ` L�'�•� .�E i Ot' Add 1 0 1 r 1 L.f. ci ss pate Called: ( Special Ins S tructions: t 4,(4;1 Date Wanted: Qam. '� p:m: 11-) Requester: VkCe4 PhonA No: Le '20 - 6 f-lq - CiW INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. Inspector: (y A , .. Date: 2-10-0L-) ❑ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: (0 i. . T pe of Inspection K o C ; A % .�4 Ad� <. ress: � x $• lifq St' Date Called _ i l aq oq Special Instructions: Date Wanted: c� :m. p.m. Requests �--(,, ,� 1 Yw (.2ttA. , Phone No: Ib INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER IT, (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: y,4 Y1 (. od /U �� 1 CPC r.+., \ \ Vr `- y Inspector:lti Date: v 3 _oil ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr sect: f / h .sue . Type of Inspection: --P 6-15-c .CLr.,.p 7 Address: 5-1 1 I A . S ' 1 L i t- 4 Sf • Date Called: , /:. /2 qi b Special Instructions: Date Wanted: - ?lr'v� p.m. Requeste� (� �, I 0<4 Phone N o: p Y 4'. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspectors T NIF • (2'6)431 -3670 PE Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: iD _ oL 1 Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje t: N r6 JL.fz r ti .c , Type of Inspection: - s - 0 I (, f, %ice 60ai Address: e l/ L i s /9 y C3 Date Called: ... o ) aq Special Instructions: Date Wanted: ba 130)Di,/ a.m. p.m. Requester: ' Phone No: F. lQ01/1 yiq Ih 41 ?:...J':. ^.tnv INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Inspector: (206)431 -3670 El Corrections required prior to approval. COMMENTS: A.1) r r 1,. ,,• Date: GL ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Call to schedule reinspection. Receipt No.: Date: Project: V Nro 1\04, • Type of Inspection:_ • rraW11■At Address: 5' ---) I 1-1 S i ) --1 '- Date Called: H 30- 04 1 Special Instructions: '..: Date Wanted: , Requester: Phond' No: • • .' • • • • • • • ■ • [Et per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 .•-•• - (206)431-3670 El Corrections required prior to approval. COMMENTS: \ Cary 1-4 .3 3:14 Inspector,- * Date: \ 1=1$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •,• , • Receipt No.: Date: Project: � Type of Inspection: Lo / i by I<Gvxtet�l Address: -7 l H 1 ' L y L i 1 Date Called: I U L Special Instructions: Date Wanted: r —ai c P Requester: Phone No: I z. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspect Date: ,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El 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: 4.• D3 -1 PE (206)431 -3670 COMMENTS: 1) S�� t � -e LocA V % OA I mo, IN P4 it OsA- (,V. s ;p r V\ A nn lQ - p (. . r W11 \) Pv‘ . ov4- 1n4,1.4 \I i f1l , n. c \ y` S t ri rs. erc�.` p.m• 0 ) msU ) ct`--e U ).\-t- % Dv NT* rn \oc \L vevA-\ t 1 'I t2,y‘ 11i f 1 \ s 5 \ k - Pft 0 e-- bLdx L< c ' ) ' L - V c •47■ V 1,-1 k i-NSO G� 10'1 0 Pro�e Type of Ins Action: /�/A Address: S7 , 2{i �. I � s- Date Called: / , /( v Date Wanted. / / iJ.QLOJo ( p.m• Special Ins ructions: Requ ter (( ,,// // Phone No: - 7vO - 119'6 0 INSPECTION NO. El Approved per applicable codes. 'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 06)431 -3670 i2 Corrections required prior to approval. Inspector: Date: ' (o s ' 0 L, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1) , r-ro 4-1-z_ Type of Inspection: S 1\ef,, tr Lc) a 0 Address: 51 I _So- Date Called: Special Instructions: Date Wanted: p .m. Requester: Phone No: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C orvecA I (A s rewnov-1 4- 8 Cow\ re1/41--e Inspector: r Date: \.....,;1; $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .14 COMMENTS: ` I.) ,Po\k c tJV\) ('IAA Type of � s ^ pection: 1 v1\4 t ls-P (-\.. It \ rr/� vv-e4 v t Gvl C 11 -' 1? I t oV Date Called: 4 -P 1 Special In "structions: ..) V ‘ ‘ re \()\()(1(__ 9 � Ot Ilr s ci d- c P; t ` I A h 4- ; � F.+ e V I Or (. I-P 1P to (,� Requesi`er�: ' 1 `` 1 3:) \--Vas C ti n 5 QUC. L etr\Gt d -f foc4 Phor�e/DL — 1 ( V a& 0 s S 1- i. . ) C.h 1I rA vI , I r61 i V w» i r &l z'11 vim" r, f 1(x-}1 ,-. r r 0 l" a 16 ti v. r ev (Oa vii 1-Pv 4 I1A4 Iar 4-14 in 4 . Pr 'e : row, jrz. ......„2„. Type of � s ^ pection: Ad cess. .-• f Date Called: t (a0)(0 Special In "structions: _. Date Wanted: /iad / ° It p.m. t Requesi`er�: ' 1 .01/14 [--- Phor�e/DL — 1 ( V a& 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1:3670 9 El Approved per applicable codes. 0 Corrections required prior to approval. Inspector: P Date:' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: t 0 \ 0 Y Y P C` I o 5 `- V r ,/✓\ Y ? !I J`4 Type of Inspection: r S)Ne_!n - �aLI — l_- c l . .c / c 0 h \-ems - A. �-v\e Address: 5 19 S c — l 1 Date Called: J ■ )4- • 4110,0- i ) A i Date Wanted: 1 1)v - 0 (sP AvNe 'O.\ f rcow1 '5 rt Phone No: ' EGc -N- -Pt" A elc o v (S PO f: t fa () 4 ° Jve S I d (A rvc' VA. 1 (l . prVA - et s \Iv\ ../.."-\ I OW o.- 4 A a 1 S rOO ler • Q !1 P Project: t Type of Inspection: r S)Ne_!n - �aLI — l_- c l . .c / G✓11 L Address: 5 19 S c — 1 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Inspector Corrections required prior to approval. j j.,, Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431, -3670 Receipt No.: Date: COMMENTS: io Or tn.-et Ne vzno v-e. 1) ` 1 _� a+ C OC. -P e- sec cN v.0( U ' ` C C - (a1 Lu *L 9 8 vv,t1 5 D--) Co ��C ',sae. 0 I (.44-e -4-o \r��C s' k w; 1^ 3- 1(,1 d ?2v- 1 bt` c k # a k) C•Q wcak a v‘ct \--- 1(o ci N)" t or r-9 s\ o so \-p p co4-e. Proje r Type of Ins 'on: Addre� t � JD( / � � Date Called: � n �' / � of 4 / Special Instructions: Date Wanted: ''} �'c 3/0? P.m. Requester: --- i/ci, te-e Phone No: Le —gig /i ; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: O Corrections required prior to approval. Date: I ) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ^r Type 121.705.e: s / ] � Q Add ess: D �� Date Called: J y 103 — i ? t Spe ns ru tions: Date Wanted: ` 13 p.m. Requester: ,a, r el° Phoi� yq / �., `T f (- o 2 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector! " Date: 3 $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: ilroject: . ram:td Ai f;,i() eii r r Type of Inspection: , J----(-) L-4444-)ta 11 vi 14../.4 / /S Address: / ) q So' /1-11/si- Date Called: 7/ LL/93 Special Instructions: Date Wanted: 1 Requester: -. 1 /1-4214-1.a."1 Pone No:\ ( 2 /te ) 4 /q INSPECT e INSPECTION RECORD Retain a copy with permit N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERM (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: c i '7 5 6r S tor: 7.00 REINSPECTION F E REQUIRED. P rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . ;tit t L. " „, Project: / Type of Inspecti n: Addresy ill 1 i Date Called: 9- c Special Instructions: 41 ' 00 ct V►n � ✓- Date Wanted: 1' Cam, p.m. Requester: hoIM. S . Phon No• - L'Iq - C)<--D.C.) INSPECTION NO. e ,; , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 16)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMI COMMENTS: Type of Inspection: - �r�ti s 0 ; -* / Vg7 -/ 0 ,q ( bp rs . Date 9ed: pedal Instructions: Date Wanted: (gyp„ � —, p.m. Requ6ster: i R r iV -Iv 12.// CP eppi'oc ti P25 t: Type of Inspection: - �r�ti s r7, /f)7 - ,t€ 5, A ess: Date 9ed: pedal Instructions: Date Wanted: (gyp„ � —, p.m. Requ6ster: P ne o, (0 ..e INSPECTION NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ) INSPECTION RECORD Retain a copy with permit rAff (206)431 -3670 Ed Corrections required prior to approval. Ins ec or: _ q 1— d A si i rection, 47.00 REINSPECTIO It FEE REQUIRED. Prior t! fee must be aid at 6300 Southcenter Blvd., Suite 100. I to schedule reinspection. ceipt No.: Date: Date: PAct:� .z. Type of n ection: As s w\ c ! qi-tiiz, Date Called: ) 11 i Li/ Special Instructions: Date Wanted: , J ' o Requ ] JJ 1-(t Pho a No . ' DL — LfI 9— UY,b 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.. 0 Corrections required prior to approval. COMMENTS: or I Date: 1 / 47.00 REINSPECTION E REQUIRED. Pri to inspection, fee must be p ld at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. Receipt No.: Date: May 4, 2004 Tony Reynolds 17616 West Valley Highway Tukwila, WA 98168 RE: Permit Application No. D03 -190 17616 West Valley Highway Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to June 8, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, mss: Stefania Spencer Permit Technician City of Tukwila Department of Community Development Steve Lancaster, Director Xc: Permit File No. D03 -190 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ..';!'.: �';H� �4,.;; ��.'•: f6LarrYw 's.'kc "btu Sep 4, 2003 City of Tukwila Building Department 6300 South Center Blvd. Tukwila,Washington Bill Rambo Re; Krantz residence Retaining Wall 5714 S. 144` St. Tukwila, Washington 98168 Dear Mr. Rambo: Suite 100 It is O.K to use a concrete strength of 2500 psi for the stem and footing of the retaining wall. If you have any questions please give me a call. Sincerely, Misled Y. Sabra , P.E. !EXPIRES ,q it:-17,, 2 , S I SABRA CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL: (425) 338 0342 RECEIVED SET - 4 2003 BUILDING DEPARTMENT Zos-\91-/ Z06 6L2 SZfP 52133NIDN3 IJaWS Wd ST:20 2002- b0 -d3S . - .. .... .. ........x :..,. .. ; i?c „ ,'S3u dt�.} ts.it r•:1c:uau:.^..s ' S:v.;'sf � :J= wY.:;XU.'..44 . timi..wi:::,o.:r. Option Glazing Area % of Floor Glazing U- Factor Door U- factor Ceiling Vaulted Ceiling Wall Above Grade Wall Int Below Grade Wall Ext Below Grade Floor - Slab On Grade Vertical Overhead" r III Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R-38 R 30 R-21 R 21 R-10 R 30 R -10 H - Is Lot: Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) Climate Zone 1 Site Information Address: 7 1 SO' 14`"C -f-t1 City: State: ( f�A Zip: � � P (. .7 Contact: _ - 1 f Phone: 7 --"Cy - - 1 - 5 Phone 2: Fax: — 7--r—Co -- (9(94 1 Table 6 -1 PRESCRIPTIVE REQUIREMENTS ° ' I FOR GROUP R OCCUPANCY CLIMATE ZONE 1 ( Unlimited Glazing Option Onl See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame 2R all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option Ill. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ✓ 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception lg 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option Ill only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program Building Department Use Only Permit #: Notes: RECEIVED CITY rw T"K 4 JUN 2 4 2003 PERMIT CENTER V1i / - .4\ Prescriptive — Simple Form — Climate Zone 1 5/31/2002 DO3 114 Option , Glazing Area % of Floor Glazing U- Factor Door U- factor Ceiling Vaulted Ceiling' Wall Above Grade Wall Int Below Grade Wall Ext Below Grade Floor Slab On Grade Vertical Overhead I 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II* 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 III Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Select One Option Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Exterior Doors Plan Component ID Description Table 6 -1 PRESCRIPTIVE REQUIREMENTS ° ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 See code text for footnote references Conditioned Floor Area Vertical Glazing Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Glazing To Floor Area Ratio Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) I-- ‹) F -- l Glazing Area Feet � Iths I Glazing Area Total / Conditioned Floor Area Area Weighted U- Factor 602.7.2 Exception Ratio 602.7.2 Glazing Area Total / Conditioned Floor Area, not to exceed 1% Door Percent Width Height Glazing Door Door Ref. U Glazed Qt. Feet inch Feet inch Area Area UA U One Exempt Door, If 24 Square Feet or Less. 1 o (p S A =UXA 1 of 2 3iiG:rw;fS_iti42.Voi;M:il�i�Yi ,C4 •� k%z'r9v1'v:.,�Pa1i'ai'A:414"' . Overhead Glazing Plan Component ID Description Section 602.7.2 Exception Plan Component ID Description Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan 1 Component Glazing ID Description Ref. U UTV 1 Af•:La. *h! � V In1�jt� 5tr t pes- mod,,, - r - J AN c � r‘ so b y U •a� U Glazing Ref. U Width Height Qt. Feet Inch Feet Inch Q 0 g a 2 p b Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Ref. Qt. Feet Inch Feet inch Sum of Area and Area X3 Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) Glazing Area A 17,5 =UXA Area A =UXA Area UA UA Area X3 2 of 2 W ?44tgitrrIaDhl1crn � Kir � a n n TJ•Beam(TM) 6.06 Serial Numer. 70620034 11 7/8 TJ 1 ®/P ro(TM) -150 @ 16" o/c User: 2 6/12/0311:28:23 AM Pagel Engine "ersien:1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: 1 Glulam or solid sawn lumber beam 2 Stud wall v 6 Vertical Reactions Ply Depth Nailing Detail Other (Ibs) Depth LivelDeadlUplift/Total 1.50" Hanger 424 / 127 / 0 / 552 1 11.88" N/A Top None Mount Hanger 3.50" 2.25" 429 / 129 / 0 / 558 N/A N/A N/A End, Rim Input Bearing Width Length HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew 1 Top Mount Hanger ITT211.88 0/12 0 - Nailing for Support 1: Face: 2 -N10 , Top 4 -N10 , Member: 2 -N10 PROJECT INFORMATION: Nick & Jeanette Krantz 5714 South 144th Street Tukwila, Wa. 98168 Addition floor joist 16' Reverse Flanges N/A Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beamg are registered trademarks of Trus Joist, e -I Joist',Pro' and TJ -Pro' are trademarks of Trus Joist. Simpson Strong-Tie0 Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. r -� Top Flange Offset No b Product Diagram is Conceptual. Top Flange Slope 0 RECVED CITY OF TUKWILA JUN 2 4 2003 PERMIT CENTER OPERATOR INFORMATION: Galen Marcille Marcille Building Designs 12113 6th Ave SW Seattle, Wa. 98146 Phone : 206 - 444 - 9388 Fax* : 206 - 246 - 6647 gcm16 @juno.com 1 Ply 1 1/4" x 11 7/8" 0.8E TJ- Strand Rim Board® Support Wood Species Douglas Fir ADO5- Y SI a 4 Ti Wight e �uc, Dud TJ-Beam(TM) 8.06 Serial Number 7002003457 User: 2 6112103 11:28:23 AM Paget Engine Versian:1.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Shear (Ibs) 543 Vertical Reaction (Ibs) 543 Moment (Ft -Lbs) 2127 Live Load Defl (in) Total Load Defl (in) TJ Pro PROJECT INFORMATION: Nick & Jeanette Krantz 5714 South 144th Street Tukwila, Wa. 98168 Addition floor joist 11 7/8" TJI ® /Pro(TM) -150 @ 16" o/c Design 543 543 2127 0.236 0.307 48 Control 1420 1085 3765 0.500 0.783 30 Control Passed (38 %) Passed (50 %) Passed (57 %) Passed (L/797) Passed (U613) Passed - Deflection Criteria: STANDARD(LL:0.500 ",TL:U240). - Allowable moment was increased for repetitive member usage. - Deflection analysis is based on composite action with single layer of 23/32 ", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ - Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32 ", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - 5/8" Direct Applied Gypsum Ceiling, Use Bridging or Blocking (8' o.c. max). A structural analysis of the deck has not been performed by the program. Comparison Value: 1.55 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. Copyright © 2003 by Trus Joist, a Weyerhaeuser Business TJI8 and TJ-Beamla are registered trademarks of Trus Joiat. e -I Joist",Pro" and TJ -Pro." are trademarks of Trus Joist. Simpson Strong -Tie0 Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. Location Lt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 OPERATOR INFORMATION: Galen Marcille Marcille Building Designs 12113 6th Ave SW Seattle, Wa. 98146 Phone : 206 - 444 - 9388 Fax : 206 - 246 - 6647 gcm16 @juno.com wooer Addition floor joist TJ- Beam(TM) 6.08 Serial Number: 7002003157 11 718" TJI ® /Pro(TM) -150 @ 16" o/c Use 2 611210311:2823 AM Page3 Engine Version: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 8.00" Max. Vertical Reaction Total (lbs) 552 558 Max. Vertical Reaction Live (lbs) 424 429 Selected Bearing Length (in) 2.25(W) Max. Unbraced Length (in) 32 Loading on all spans, Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) Loading on all spans, Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) PROJECT INFORMATION: Nick & Jeanette Krantz 5714 South 144th Street Tukwila, Wa. 98168 LDF = 1.00 , Dead 543 543 543 552 + Floor -537 -543 543 558 2127 0.236 0.307 LDF = 0.90 , Dead Only 125 -124 125 -125 125 125 127 129 491 Copyright S 2003 by Trus Joist, a Weyerhaeuser Business TJIe and TJ -Beame are registered trademarks of Trus Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of Trus Joist. Simpson Strong -Tiee Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. OPERATOR INFORMATION: Galen Marcille Marcille Building Designs 12113 6th Ave SW Seattle, Wa. 98146 Phone : 206 - 444 - 9388 Fax : 206 - 246 - 6647 gcm16 @juno.com Project: KRANTZ - Location: GARAGE Summary: 3.50 IN x 13.50 IN x 16.0 FT Section Adequate By : 19.2% Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearina Lenath Regd.: Camber Regd.: Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof. Live Load Deflect. Criteria: Total Load Deflect. Criteria: Camber Adjustment Factor. Beam Loading: Live Load: Side One: Roof Dead Load: Roof Rafter Tributary Width: Side Two: Roof Dead Load: Roof Rafter Tributary Width: Roof Duration Factor: Slope Adjusted Lenaths and Loads: Adjusted Beam Length: Beam Live Load W/ Slope Red'n: Beam Self Weiaht: Beam Total Dead Load: Total Maximum Load: Controllina Total Design Load: Properties For 22F -V4- VISUALLY GRADED WESTERN SP5 Dendina Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb ' (Tension): Adjustment Factors: Cd =1.15 C1 =0.99 FV: Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Roof Deamf 97 UDC (91 NDS) 1 Ver. v4051797 Dv: Galen Marcille , Marcille Building Designs on: 05- 19-2003 HEADER / 22F -V4 - VISUALLY GRADED WESTERN 5P5 - Dry Use Controlling Factor Section Modulus / Depth Required 12.36 In OLD= 0.28 LLD= 0.42 TLD= 0.70 RL= 2800 ' RD= 1863 RI= 4663 BL= 2.26 C= 0.42 L= 16.0 Lu= 2.0 RP= 4.00 L/ 240 L/ 180 CAF= 1.5 X DLD LL= 25 DU= 15 TW1= 12.0 DL2= 15 1W2= 2.0 Cd= 1.15 Ladi= 16.0 wL= 350 DSW= 11 wD= 233 wT= 583 wTcont= 583 Fb= 2200 Fv= 190 Ex= 1700000 Ev= 1600000 Fc_perp= 590 Fb'= 2510 Fv'= 219 M= 18651 V= 4007 5rea= 89.2 5= 106.3 Area= 27.6 A= 47.2 Irea= 474.0 I= 717.6 IN IN = L/454 IN = L/273 LB LB LB IN IN FT FT :12 P5F PSF FT PSF FT FT PLF PLF PLF PLF PLF P5 PS P5 PS PS P5 P5 FT -LB LB N3 N3 N2 N2 N4 N4 • STRUCTURAL COMPUTATIONS FOR KRANTZ RESIDENCE RETAINING WALL DESIGN CRITERIA: 5714 S. 144 ST. TUKWILA, WASHINGTON 9B16B CODE: 1997 UBC INDEXTO CALCULATIONS: RETAINING WALL: - 7444e- 1 � 2..003 R1 - RB RECEIVED CITY OF TUKWILA JUN 2 4 2003 PERMIT CENTER oi14 �x:fFa lit`;:Cca e: Z ",; • 5 E Rev: 560000 Use!: KV 605036.vd5.6.0.2.Sep -21102 Cantilevered Retaining Wall Design (0)1983 -2(02 EPIERCALC Engineering Softy/le Description 8' -0" RETAINING WALL (7• -o" .f. t t _o" Su -cW lcr& ) Criteria I Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Total Bearing Load ...resultant ecc. Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding SABRA INSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra@worldnetatt.net 8.00 ft = 0.00 ft 0.00: 1 = 8.00 in 110.00 pcf 0.0 psf Design Summary r 4,771 lbs 2.75 in Soil Pressure @ Toe - 1,146 psf OK Soil Pressure © Heel = 671 psf OK Allowable - 2 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,476 psf ACI Factored @ Heel = 864 psf 11.7 psi OK 67.0 psi OK 93.1 psi 3.85 OK 1.51 OK Sliding Calks (Vertical Component Used) Lateral Sliding Force = 1,365.5 lbs less 100% Passive Force - 393.8 lbs less 100% Friction Force= - 1,669.9 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 0.0 lbs OK Footing Desir Results I Toe Factored Pressure = 1,476 Mu' : Upward = 1,266 Mu' : Downward = 247 Mu: Design = 1,019 Actual 1 -Way Shear = 11.69 Allow 1 -Way Shear = 93.11 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Heel 864 psf 0 ft-# . 0 ft-# 5,077 ft-# 66.98 psi 93.11 psi Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoii Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Stem Construction Design height Wall Material Above "Ht" Thickness Reber Size Rebar Spacing Rebar Placed at Design Data Title : KRANTZ RE .-- :NCE RETAINING WALL Job # 20316 R A Dsgnr: KHALED Y. btBRA P.E. Date: 9:07PM, 9 JUN 03 Description : SITE RETAINING WALL Scope : ft = Top Stem Stem OK 0.00 Concrete 8.00 # 4 9.00 Edge fb/FB + fa/Fa = 0.713 Total Force @ Section lbs = 1,904.0 Moment....Actual ft-#= 5,077.3 Moment.....Allowable = 7,122.4 Shear Actual psi = 25.4 Shear Allowable psi = 85.0 Bar Develop ABOVE Ht. in = 18.72 Bar Lap/Hook BELOW Ht. in = 6.00 Wall Weight = 96.7 Rebar Depth 'd' in = 6.25 Masonry Data I'm psi = Fs psi = Solid Grouting Special Inspection = Modular Ratio 'n' Short Term Factor = Equiv. Solid Thick. Masonry Block Type = Normal Weight Concrete Data fc psi = 2,500.0 Fy psi = 60,000.0 Other Acceptable Sizes h Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S *Fr Key: No key defined Page 1 oing doc ments12003t20316inew (older (2)toil Footing Strengths & Dimensions I Pc = 3,000 psi Fy Min.As% _ Toe Width = Heel Width = Total Footing Width = Footing Thickness Key Width = Key Depth = Key Distance from Toe = Cover © Top = 3.00 in 60,000 psi 0.0014 1.33 ft 3.92 5.25 10.00 in 0.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in Item SABRA ..ONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra@worldnetattnet Rev: 560000 User: KV- 0605036, Vet 5.6A2.Sep-2002 Cantilevered Retaining Wall Design (o)1983-2002 ENERCALC Engi eeting Software Description 8' -0" RETAINING WALL Summary of Overturning & Resisting Forces & Moments U OVERTURNING Force Distance Moment lbs ft ft-# Heel Active Pressure = 1,365.5 2.94 4,020.6 Toe Active Pressure Surcharge Over Toe Adjacent Footing Load = Added Lateral Load Load @ Stem Above Soil SeismicLoad Total = 1,365.5 O.T.M. = 4,020.6 Resisting/Overturning Ratio = 3.85 Vertical Loads used for Soil Pressure = 4,771.2 lbs Vertical component of active pressure used for soil pressure Title : KRANTZ RE .ENCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 9:07PM, 9 JUN 03 Description : SITE RETAINING WALL Scope : Page 2 clmy documents12003t203lCnew folder (2)loal RESISTING Force Distance lbs ft Soil Over Heel = 2,862.9 3.63 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= Soil Over Toe = Surcharge Over Toe Stem Weight(s) _ Earth © Stem Transitions= Footing Weight = Key Weight = Vert. Component = 0.00 97.8 0.67 773.3 1.67 656.6 2.63 380.6 5.25 Total = 4,771.2 lbs R.M. Rz- Moment ft4 10,382.0 65.2 1,288.6 1,724.6 • 1,999.1 15,459.5 Rev: 560000 0605036. Vol ti.s.a2.Sep•2002 Cantilevered Retaining Wall Design (o)1993.2002 ENERCALC EnQnee*Yg Software Description 7' -0" RETAINING WALL C b' -o" + I '- tea' svRCHtAl & ) Criteria r Retained Height 7.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf [Design Summary Total Bearing Load - 3,527 lbs ...resultant ecc. = 3.33 in Soil Pressure @ Toe = 1,127 psf Soil Pressure @ Heel = 501 psf Allowable = 2 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,444 psf ACI Factored @ Heel = 642 psf Footing Design Results a SABRA...01SULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra@woridnetattnet OK OK Footing Shear @ Toe = 8.9 psi OK Footing Shear @ Heel = 46.7 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 3.38 OK Sliding - 1.52 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 1,073.8 lbs less 100% Passive Force= - 393.8 lbs less 100% Friction Force= - 1,234.6 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Toe Heel Factored Pressure = 1,444 642 psf Mu' : Upward = 933 0 ft-# Mu' : Downward = 189 0 ft-# Mu: Design = 744 3,401 ft-# Actual 1 -Way Shear = 8.87 46.67 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingliSoil Friction Soil height to ignore for passive pressure Scope : = 2,000.0 psf Method = 35.0 = 0.0 = 350.0 = 0.0 ft = 0.350 = 0.00 in [Stem Construction r Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Reber Placed at Design Data fb /FB + fa/Fa = Total Force @ Section lbs = Moment....Actual ft-#= Moment....Allowable = Shear....Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' in = Masonry Data I'm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Normal Weight Concrete Data Pc Fy Other Acceptable Saes &spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Title : KRANTZ RE: ..NCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 9 :07PM, 9 JUN 03 Description : SITE RETAINING WALL ft = psi = psi = psi = psi = Top Stem Stem OK 0.00 Concrete 8.00 # 4 12.00 Edge 0.628 1,457.8 3,401.4 5,412.6 19.4 85.0 18.72 6.00 96.7 6.25 2,500.0 60,000.0 Page 1 cling docunents320031203I'Anew (Wet (2)1ca1 Pc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Fy Key Width = Key Depth = Key Distance from Toe = Cover @ Top = 3.00 in R3 Footing Strengths & Dimensions I = 60,000 psi 0.0014 1.17 ft 3.17 4.33 10.00 in 0.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in • 5 5 E SABRA ...INSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra@worldnetatt.net Scope : Rev: 560000 38. Vet 6.8.0,2•Ser-2002 Cantilevered Retaining Wall Design t o) 1983.2002EfERCAL.0 Engineering Software Description 7' -0" RETAINING WALL Summary & Resisting Forces & Moments Item Heel Active Pressure = Toe Active Pressure Surcharge Over Toe Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soil SeismicLoad = Total = 1,073.8 ResistinglOverturning Ratio Vertical Loads used for Soil Pressure = Vertical component of active pressure used for soil pressure Title : KRANTZ REL NCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 9:07PM, 9 JUN 03 Description : SITE RETAINING WALL OVERTURNING RESISTING Force Distance Moment Force Distance lbs ft ft-# lbs ft 1,073.8 2.61 2,803.9 Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Soil Over Toe = 85.5 0.58 Surcharge Over Toe = Stem Weight(s) = 676.7 1.50 O.T.M. = 2,803.9 Earth © Stem Transitions= = 3.38 Footing Weight = 541.5 • 2.17 3,527.4 ibs Vert. Component = 299.3 4.33 Key Weight Total = Page 2 II °Ann docu„ents 2003i203lstnew folder (2)swl 1,924.5 3.08 R�- Moment ft-# 5,931.9 49.9 1,014.5 1,172.9 1,296.5 3,527.4 lbs R.M.= 9,465.7 5 5 E Rev: 560000 User: KV-0605036, Ver 5.6.0. 2•Sep•2002 _ (0) 1983 -2002 ENERCALC Engineering Software Description Criteria r Retained Height = 6.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf D Summary Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = 1,108 psf OK Soil Pressure @ Heel = 337 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,412 psf ACI Factored @ Heel = 429 psf Footing Shear @ Toe = 6.3 psi OK Footing Shear @ Heel = 30.8 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 2.95 OK Sliding = 1.56 OK Sliding Calks (Vertical Component Used) Lateral Sliding Force = 817.2 lbs less 100% Passive Force= - 393.8 lbs less 100% Friction Force= - 885.0 lbs Added Force Req'd = ....for 1.5 : 1 Stability = SABRA ..ONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 - 9025 ksabra@worldnetattnet = 2,529 lbs 3.74 in 0.0 lbs 0.0 lbs Footing Design Results I OK OK Toe Heel Factored Pressure = 1,412 429 psf Mu' : Upward = 659 0 ft-# Mu' : Downward = 139 0 ft-# Mu: Design = 520 2,142 ft-# Actual 1 -Way Shear = 6.29 30.79 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure Pm Fs Solid Grouting Title : KRANTZ RE. JENCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 6:56PM, 10 JUN 03 Description : SITE RETAINING WALL Scope: Cantilevered Retaining Wall Design 6' -0" RETAINING WALL ( y' -o" -e I' -o" SaAc.N4 arx.crd Sod Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Reber Placed at Design Data 0.0 350.0 0.0 ft = 0.350 = 0.00 in fb/FB + fa/Fa = Total Force @ Section lbs = Moment....Actual ft-#= Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' in = Masonry Data psi = psi = Top Stem Stem OK ft = 0.00 = Concrete 8.00 _ # 4 12.00 = Edge 0.396 1,071.0 2,142.0 5,412.6 14.3 85.0 18.72 6.00 96.7 6.25 Special Inspection = Modular Ratio 'n' Short Term Factor = Equiv. Solid Thick. Masonry Block Type = Normal Weight Concrete Data Page 1 atm, documents12003120316tnew folder (2)toal Pc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe Cover @ Top = 3.00 in Fy = 60,000 psi 0.0014 1.00 ft 2.50 3.50 10.00 in 0.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in t'c psi = 2,500.0 Fy psi = 60,000.0 Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: #4@ 22.00 in, #5© 34.25 in, #6© 48.25 in, #7© 48.25 in, #8© 48.25 in, #9034: Key: No key defined R5 Footing Strengths & Dimensions I r w rawce iawis hd+ 560 000 UseRw r :KV.0605036.ver5.6.0.2Sep.2002 Cantilevered Retaining Wall Design I (o)1983-2182 EP ALC Eng6reerfng Softrate Description 6' -0" RETAINING WALL Summa of Overturnin • & Resistin Item Resisting/Overturning Ratio SABRA ..ONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra@worldnet.att.net Forces & Moments OVERTURNING Force Distance Moment lbs ft ft-# Heel Active Pressure = 817.2 2.28 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = 1,861.3 Total = 817.2 O.T.M. = 1,861.3 = 2.95 Vertical Loads used for Soil Pressure = 2,528.6 lbs Vertical component of active pressure used for soil pressure Title : KRANTZ RE. ,ENCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 6:56PM, 10 JUN 03 Description : SITE RETAINING WALL Scope : Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= Footing Weight = Key Weight = Vert. Component Total = Page 2 ctmy do curnentst2003t20316%ner (older (2)1aa1 Rb RESISTING Force Distance Moment lbs ft ft-# 1,210.0 2.58 3,125.8 0.00 73.3 0.50 36.7 580.0 1.33 773.3 437.5 1.75 765.6 227.7 3.50 • 797.1 2,528.6 lbs R.M.= 5,498.6 SABRA CONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra@worldnet.att.net Rev: 560000 User: KV- 0605036. Vet 5.6.0, 2-Sep-2002 (0) 1983 .2002ENERCALCEngineetingSoftware Description 5' -0" RETAINING WALL I f -o" Criteria r Retained Height = 5.00 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00 in Soil Density = 110.00 pcf Wind on Stem less 100% Friction Force= - Added Force Req'd = ....for 1.5:1 Stability = 0.0 psf Design Summary r Total Bearing Load = 1,460 lbs ...resultant ecc. = 5.48 in Soil Pressure @ Toe = 1,371 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,701 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 4.9 psi OK Footing Shear @ Heel = 13.7 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 1.90 OK Sliding = 1.52 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 595.5 lbs less 100% Passive Force - 393.8 lbs 511.1 lbs 0.0 lbs OK 0.0 lbs OK Footing Design Results I Toe Heel Factored Pressure = 1,701 0 psf Mu' : Upward = 513 O ft-# Mu' : Downward = 96 563 ft Mu: Design = 417 563 ft-# Actual 1 -Way Shear = 4.88 13.71 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd fm Fs Solid Grouting Title : KRANTZ RESluENCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 7:04PM, 10 JUN 03 Description : SITE RETAINING WALL Scope : Cantilevered Retaining Wall Design Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingliSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in [Stem Construction 1 Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Reber Placed at Design Data fc Fy Other Acceptable Sizes & Spacings Toe: Not req'd, Mu <S *Fr Heel: Not req'd, Mu < S * Fr Key: No key defined .5‘ ) ft= fb /FB + fa/Fa = Total Force © Section lbs = Moment....Actual ft-# = Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' in = Masonry Data psi = psi = psi = psi = Top Stem Stem OK 0.00 Concrete 8.00 # 4 16.00 Edge 0.302 743.8 1,239.6 4,099.3 9.9 85.0 18.72 6.00 96.7 6.25 Special Inspection = Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data 2,500.0 60,000.0 Page 1 c:trng documentst2003t20316inew folder (2)ical Footing Strengths & Dimensions I fc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Fy = 60,000 psi 0.0014 0.83 ft 1.50 2.33 10.00 in Footing Thickness = Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Rev C60000 t,b r: KW-00503G. Vet 5.6.0, 2 -Sep -2002 Description Total = 595.5 O.T.M. Resisting /Overturning Ratio = SABRA ..ONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379 -9025 ksabra a@worldnet.att.net fo) 1903. 2002EMERCALC6n0iteetingSof twete Cantilevered Retaining Wall Design 5' -0" RETAINING WALL Summary of Overturning & Resisting Forces & Moments lip rI.14 0:1 �'ndWeto:/Gaii4.fT:JWM"7T.. 0:1•40V11eL3CP itr AlFresT 4471+ tt/ itif !P,JIAFY:hV_M731 IrlsLR+AMIWIM&MI 4VMAC7rtlatHa.VM6xiJitleinCekaani .•O�tmli-Rigemit,RYAAYikmi OVERTURNING Force Distance Moment Item lbs it ft-# Heel Active Pressure = 595.5 1.94 1,157.9 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = 1,157.9 1.90 Vertical Loads used for Soil Pressure = 1,460.3 lbs Vertical component of active pressure used for soil pressure Title : KRANTZ RE...�ENCE RETAINING WALL Job # 20316 Dsgnr: KHALED Y. SABRA P.E. Date: 7:04PM, 10 JUN 03 Description : SITE RETAINING WALL Scope: Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem= Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions= Footing Weight = Key Weight Vert. Component Page 2 c:img documentsi20012031Cinew folder (2) cal RESISTING Force Distance Moment RB lbs ft ft-# 458.3 • - ^ -- 1.92 __. -- 878.3 0.00 61.1 0.42 483.3 1.17 291.6 1.17 25.4 563.7 340.2 166.0 2.33 • 387.2 Total = 1,460.3 lbs R.M.= 2,194.9 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -194 PROJECT NAME: KRANTZ RESIDENCE SITE ADDRESS: 5714 S 114 ST DATE: 06 -25 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: ivision ����� Alk Works. '7-Z'3it3 Documents /routing slIp.doc 2 -28.02 APPROVALS OR CORRECTIONS: M6I (t -2-03 Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [i Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY Pla Division Permit Coordinator X DUE DATE: 06 -26 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 07 -24 -03 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: %ifG`e� Sale+ +. LICENSE DETAIL INFORMAT1 Form Page 1 of 2 Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License INDEPC *023NK Name INDEPENDENT CONSTRUCTION Address 2710 R ST SE Address City AUBURN State WA Zip 98002 Phone Number 2537355337 Effective Date 8/12/1998 Expiration Date 9/3/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UNUSED UBI Number 600154432 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * * *VIEW PRINCIPAL OWNERS) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER , check the L &I Contractor Industrial Insurance Premium Status or return to the L &I Construction Compliance rJ�:. f+:' � t}..l. l... il' � Ji t::..r.•i/isi+ci!:i..7iti�.ti. LJ. w4wiiS.l':iY.A:h:l4urMN�. /..: u. �IJ. wl w''... 1J. �tJ1o: 4iA7• �cfudfaP. �f. �e :..siLwl�L'a�Wt.l�v i44,a; r�).iwaL1.J3.YlwMl. 16 r IP mr ELEV. +10 EIEv .l te ELEV. 0 DF 1 -.1 4 SOUTH 144th STREET 0 Z MI re- Ui NEW LDR IVEUJ,4L/ COP �► t i. t t�f T � 62.53 1 de. 10: 41. qt. ( 60 ` . " 40- sro` `,oWidc • FENCE � � , d ewy/ Fr EXISTING= HOUSE ORD 24-11' If 24'- EXISTING HOUSE 1080 S.F. EXISTING CARPORT 242 S,F, NEW ADDITION 448 S.F. NEW GARAGE 516 S.F. —_ —S I „ EUJALK y t ELEY. +11 � ELEV, +1 ROCKERY _. est 0 40' -3" /// PROPOSED ADDITION .. 5/ / S! • FELEV +6 • 44 V 0 5 ELEV. +2 SEPA ,f RiCUIRED FO �'J ECHANICAL LECTRICAL $ P(UMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not aut:':,;;ze the violation of any adopted code or ordinance. Receipt of con- tractor's copy of apd oved plans acknowlezigej, DNS oe � v� 1 NSA p , `�• S S � GlAnrklot" of P'• r ADDRESS OP POPETY: NICK 4 JEANETTE KRANTZ 5114 SOUTH 144th TEET TUKWILA, WA 98168 4VES OF OWNE: • NICK 4 JEANETTE KRANTZ 5114 SOUTH 144th TEET TUKWILA, WA 98168 LEGAL ESCRIPTION: LOT 19 -20 WILLMANS SE4TTLE C4EN PARCEL NUMBER: 33656elftr 3-44010 _ o • SITE FLAN SCALE: 1/S" _ 1 -0" SITE PLAN 4EVIATION DAD - ROOF OWNSPOUTS 4 FOUNDATION DRAINS (SEPE4TE FROM EACH OTHER) TO EXISTING= STORM SEWEf2 S - 6' SEWE LINE ON PROPERTY Ui - EXISTING WATER LINE f' - EXISTING UNDER GROUND POWER DESIGNER: MARCI LE BU I WING DESIGNS 12113SIXTHAVES.W. SEATTLE, WASHINGTON 98146 (Off.) 206 - 444 - 9388 <FAX) 206 - 246 -6647 E-mail gcml �@juno.com 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 by the Public Works utilities inspector. Date: V 1/2.1o3 0� (LA, STrr+ , SEu+� � Tssc ei ' . ; N adu APPROVED : l 3 0 2003 9 7/ t i es QED :- RECtMED JUN 2 7 2u03 I d ,A rUFr wOftK8 RECEIVED MTV Or TUKWILA JUN 2 4 2003 PERMIT CENTER I TCP OF PLATES SOT. OF FTG. CONCRETE FWD PER PLAN • FLOOR FINISH SHEATHING PER PLAN ' SIMPSON' HOLDOWN PER PLAN FILL ALL NAIL HOLES. vs" G.W.B. CEILING R 36 INSULATION Ir/23/32" STUPID-I FLOOR, UNDERLAYMENT GRADE, T4G PLYWOOD SHEATHING, GLUED AND NAILED TO TJI'S: R -30 INSULATION: FINISHED FLOORING TOP OF SUDPLOOR - CONTINUOUS HEADER JOIST W/ MIN R30 INSUL, JETS. BRIDGED SOLID BLOCKING • MID SPANS OR PER TJI SPEC'S UNHEATED CRAWL SPACE PROVIDE I SC1. FT. VENT AREA PER BO SQ. FT. OF CRAW. SPACE GROUND COVER CRAWL SPACE CLEARANCE MIN. IS" TO U/S OF STRUCTURE 6 MIL POLY MIN 12" OVERLAP AT JOINTS WEIGHTED DOWN FOCTING TO BEAR ON UNDISTURBED SOIL IEEE FOUNDATION PLAN FOR SIZE • REINFORCEMENT) V • 4 O A . • • • a 12 ' • A o r I • ' 4 • 4 • b'A A • TYPICAL FOUNDATION WITf-1 SLAB FRAMING ROOF CONSTRUCTION PISSENGINEEIRED ROOF TRUSSES 24" o// W I► /&" COX INDEX 24/0 OR OSS E114EATWMG: BLS &AT FELT: ROOFING MEE ELlV.1: R -36 (OR R•30 VAULTED) INSULATION: SW GYP. BD TAPED • HEAVY TEXTURED I CT PVA PRIMER: I CT CEILING PAINT. SEE ELEV. 4" DIA. A.B.S_ FOCTING DRAIN TILE W/ i" WASHED GRAVEL COVER r, • A "e . A 'r► • . A • ROOF VENTILATION 1 :300 CF THE INSULATED CEILING AREA UNIFORMLY DISTRIDUTED: CCNTINJOUS RIDGE VENT I SCREENED SIR06L.00K VENTS. 2x STUD PER PLAN b" FOR 4'- O " 4 LESS: WALL 14T. 0 4 • 18" D.G. VERT. 4 HORZ. SCALE: I" • I' Y SCREENED BIRD BLOCKING RAVE PROTECTION MIN.36" WIDE MEASURED ,LONG THE PITCH AND 12" FROM INSIDE FACE OF MUD, MEASURED HORIZONTALLY. GUTTER • DOWNSPOUTS FINISH AS PER ELEVATIONS. Yxb" SUB- FASCIA WALL CONSTRUCTION: 2"X i" H/F +2 STUDS • Ir" go/g. W/ I6"/32" OSB or PLY IUOOD IMEATWING, TYVEK I4OU6E WRAP, SIDING PER PLAN. (V CT6 LATEX HOUSE PAINT. INTERIOR R -21 BAIT INSULATION lir GYP. BD., TAPED AND TEXTURED AND f1. CT PRIMER, (2) CTS INTERIOR SEMI -GLOSS PAINT. FOUNDATION POURED IN PLACE CONC1RETE FOUNDATION WALL (ERE FOUNDATION PLAN FOR SIZE • REINFORCEMENT/ FRAME WALL SECTION — CRAWL PACE P. 7. WOOD SILL PLATE FASTENED TO FOUNDATION WALL WITH S/1" DIA. X tY ANCEIOR BOLTS EMBEDDED MIN. 4" IN CONC. AT IErO" O.C. MAX. AND PROVIDE CALiLKING OR GASKET BETILIEEN PLATE • FOUNDATION WALL SLOPE GRADE AWAY FROM BLDG. DRAINAGE LAI ER (IF REQUIRED) -MN. 3/4" MINERAL FL ' E INSULATION WITH A DENSITY OF NOT LEES THAN 3.Ii LB/CU. FT, OR MIN. 4" OF FREE DRAINING GRANULAR MATERIAL, OR A B.M.E.C. APPROVED DRAINAGE LAYER MATERIAL SCALE: N.T.S. 4" SLAB ON GRADE OVER MIN 6 MIL VAPOR BARRIER 2x PT SILL WITH 5/8" DIA ANCHOR BOLT • 60" O.C. •4 BAR CONT. (TYP OF 2) SOFFIT NOTES PROVIDE VY CCX PLYWOOD YMTW GOOD SOB DOWN ON ALL EXPOSED SOFFITS AND MAKIN. CLIP ALL NAIL& OR STAPLE6 IN TWOS ARRA&, PRIOR TO PRIMING AND PAINTING. NO ACCEPTIOIG. CRAWL SPACE ACCESS PUN OPENING NOT LESS THAN IJ3 " x 24" SHEATHING PER PLAN 'SIMPSON' HOLDOWN PER PLAN FILL ALL NAIL HOLES. CONCRETE FND PER PLAN A • EXISTING TYPICAL GARAGE FOUNDATION I WALL • A • A s 4 '0 A • A 4 • '4 ▪ • • • DRILL INTO THE EXISTING FOUNDATION 4 FOOTING I" MIN. PLACE 0 4 0 REINF. STEEL IN HOLE. 671.161 D OUT MIN 20 DIA. OR 10 ". MATCH STEEL IN FOOT. 4 FOUND. WALL, r DETAIL EXISTING TO NEW AT FOUNDATION. NOT TO SCALE • 4 • FOUNDATION FRAMING • r 1 1 H I I I L NEW FOUNDATION aw WAL1 4 • ° 4 • • A'4 • A'4 • NEW FOOTING 2x SW PER PLAN 4" SLAB ON GRADE OVER MIN 6 MIL VAPOR BARRIER 2x PT SILL WITH 5/8" DIA ANCHOR BOLT • 60" O.C. b" FOR 4' -0" 4 LESS: WALL HT. •4 • 18" O.C. VERT. 4 HORZ, •4 BAR CONT. (TYP OF 2) SCALE: IN • ,1 ✓ 4' 4 4 '4 4' 4 r 4 . 4 4 4' r 4. 4' 4 4 4' 4 4 . 4 . 4 4. 4 4 4 r • • 15 S1 EXISTING CARPORT SLOPE DRIVEWAY TOWARD DRAIN 4 INTO EXISTING DRAIN LINE, • FOUNDATION PLAN • *CA1.E: 114" • 1 %0" Oa 4 C, • EXISTING HOUSE (FOUNDATION 4 FLOOR SYSTEM) 6" FOUNDATION (TYP. - ar•: • ;-� 14" FOOTING (TYP. U.M.O.) 3' -3" r - - --I f - - -i 1 4 ' -O " • 8" x 16" SCREENED FOUNDATION VENTS (TYP) 18 "X18 "X8' CONCRETE PADS (3) •4 REBARS EACH WAY, (TYP) EXISTING CRAWL ACCESS .006 ELK. POLY GROUND COVER CRAWL ACCESS 24" x 18" MIN. 2 CAR GARAGE TYPICAL SLAB FLOOR - 4" CONCRETE SLAB c/W - FIBRE MESH REINFORCEMENT b En11 POLY VAPOR BARRIER - COMPACTED GRANULAR FILL a" FOUNDATION (TYP. U.M.O.) I6" FOOTING (TYP. U.M.O.) 24 1 I• r iUKVAlfr jut. :i 4 NO 1. _ ■ A.*: ILO ---- 514 -;: '•+ _ ►. r rEt 4' -0" } r 1) ()lax' 1,1 RECEIVED CrTv rw TUKWII A JUN I 003 PERMIT CENTER REVISION$: N F• i W co W �p W Lk I (17) I— T., oi W 'a 3 44. < 6 LI, 'ffin rz 0 3 M �o a Z 13411 Avg 111110T1.2 Mule RA'I.. Mb-444-11M ..1 ,0 64464041 ORM&J4 BY: GCM JOS NuM11E1t1 00603 RA DATEI Juno 23, 3003 SHEET 1 • • I NOTES: L ALL DIMENSIONS 4 CONDITIONS TO BE VERIFIED BY TI4E BUILDER AND OWNER BEFORE CONSTRUCTION. 2. ALL BEAMS, FOUNDATIONS t FOOTINGS, AND HEADERS VERIFY SIZE PER LOCAL CODES. 3. NEW WINDOWS PER PRESCRITIVE PATH 1. WINDOWS U - 40 WITH LOW E; DOORS U • .20: MAIN ENTRY DOOR, MAX, 24 SQ. FT,, U • .54: SKYLIGHT U • .50: WALLS R • 21; CEIL, R - 38 4 AT VAULT R - 30; FORCED AIR DUCT INSULATION R - 8. WALL LEGEND r EXISTING WALL 2X4 • 16" O.C. INTERIOR WALL tranamsmansam 2X6 • 16" O.C. W/ R -21 INSUL. EXTERIOR WALL 2X6 • 16" 0.C, (NO INSUL.) EXTERIOR WALL NEW 8" FOUND. WALL 4 16" X 8" FOOT. 1 l • vr AI TYPICAL EXTERIOR WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) I. SHEATHING: 1/16" PLYWOOD OR 0.S.B., EXTERIOR SIDE, UNBLOCKED, NAIL WITH 8d • 6" O.C. ALL EDGES AND • 12" O.C. FIELD, 2. BOLT SILL PLATE TO CONCRETE WITH 1/2" DIA. X 10" ANCHOR BOLT'S • 60" O.C. WITH 2X SILL PLATE. USE 2" X 2" X 3/16" PLATE WASHERS, 3. NAIL BOTTOM PLATE TO FRAMING WITH 16d • 6" O.C. 4, FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE WITH A34 CLIPS • 16" O.C.. 5. SPLICE 4 NAIL TOP PLATE WITH 4' - 0" OVERLAP 4 OVER STUDS. c›. PANEL SCHEDULE 4` - BRACED PANEL: EXTERIOR PANEL WITH 3/8" MN. PLYWOOD ONE SIDE NO ANCHORS REQUIRED. 2' -8" 18004' A.B.P. : WITH 3/8" MIN. PLYWOOD TO ONE SIDE OF WALL AND (2) - 1800° ANCHORS. 2' -8" 3000 A.B.P. : WITH 3/8" MN. PLYWOOD TO BOTH SIDES OF WALL AND (2) - 3000* ANCHORS. 4' -0" BRACE WALL LINE INTERIOR PANEL WITH 1/2" WO WITH 5d COOLER NAILS OR SCREWS • 1" O.G. EACH WAY, EACH SIDE. SOLE PLATE NAILING: (3) le.ci NAILS • 16" o.C. LATERAL RESTRAINT PANEL : SEE DETAIL THIS SHEET. • CARPORT 1 . 1 . 1 . 1 1 I I Q O ?ii N•s ' IL t-- 4 4 Itl I I I I I I I I I I 1 1 11 II 1 1 11 LIVING ROOM DINING ROOM • MAIN FLOOR PLAN • SCALE: 1/4" • 1' -0" EXISTING HOUSE: 1060 SQ. Ft EXIST. CARPORT: 242 SQ. FT. NEW ADDITION: 448 SQ. FT. NEW GARAGE: 516 SQ. FT. • C II II II II II II II II POCKET DOOR 0 Ot I ) r 1 e- -•- " in X `p r- 10" H '2 (TYP) 3' -0" 40' - 3" RELOCATE WASH/DRY TO NEW UTILITY ROOM 4 MATCH EXISTING CAB. AND REPLACE COUNTER TOPS, REMOVE WINDOW, NEW HDR 4 POCKET DOOR. 4" X10" HDR DF •2 (TYP) 5`-4" BEDROOM *1 KITCi -4EN r ___ 5' -9" 13ATI -4ROOM REMOVE WI "► / 4 WALL IN, MAT �1 TUB /SHR SURROU ON EXISTING SIDE. U - } SHELF 5' - 0 „ 24' -0" 5V 9V 4 " X10 " NOR DF r1 (TYP) FIRE SEPARATION PER U.B.G. SEC. 312.2.2 THE WALL BETWEEN THE GAR. 4 RESIDENCE SHALL HAVE 2 LAYERS 5 /e" TYPE "X" GARAGE CEILING ON 24" CENTERS a STRUCTURAL 2 CAR GARAGE 23' -0" X 23' -0" Tv P.4 3' -0" 6 -IO" MEMBERS: ONE LAYER WALLS WITH FIRE TAPE. THE DOOR 4 FRAME SHALL BE I -3/4" / S.C. 20 MINUTE RATED ASSEMBLY, TIGHT FIT - TING WITH SMOKE GASKETRNG, FIRE SEPER- ATION. 9'4" E3EDROOM r'2 V -. ,}mo • 0 A "- $ 4; a • 3 � 0 z � REMOVE WINDOW a E 4 REPLACE WITH NEW 7 a 0 2 NT. FRENCH DOOR. (TEMPER GLASS) STUDY -1_ ENCH 5' -0" � i 9 V tf) 0 fr- o 4 FRAME THIS WINDOW HEIGHT • 5' -8" b rt V P.4 4 -O II II II II II II II II I it II II -r II ti *OI 1 II • 31pA Ube, 4ga pi 61 SIP Igatt it#6S ,11147;11 gliti eseejliglifr'w 64)11‘ OW CITY c± API`4. ' JUL U 3 RECEIVED CITY OF TUK\MLA 00 3.194 JUN 2 ,1 003 PeRMIT CENTER REVISION_ .i. U E mow �z 4 0 O y � C • -' W QZ - rl . Alf !I .JR. G ALlN C. 1IAMICL1i office 20644441M /e1 ORAwN BY: 0C?'l 4a t �7� Z E 3 M 16 ° x`5 4 c 0 W 7 • r 13 a a Q D 2 a ••.E.40 JOB NUMBER: 00 5 0 3RA DATE: June 23. 2003 SHEET 2 • • I Electrical 2 - 40 WATT FLORESCENT 4' -0" TUBES Q _single spotlight 3.11...2.2.2. vanity bar light Aix). BATH FAN VENT FAN TO OUTSIDE s 19Y SMOKE DETECTOR Tv TV 4 PI -IONE OUTLETS -<}' light t'b outlet 20ampe (typ) 6 out let 220v om outlet gf i $ switch t switch 3 way NOTES: L ALL DIMENSIONS 4 CONDITIONS TO BE VERIFIED BY TI4E BUILDER AND OWNER BEFORE CONSTRUCTION. 2. ALL BEAMS, FOUNDATIONS t FOOTINGS, AND HEADERS VERIFY SIZE PER LOCAL CODES. 3. NEW WINDOWS PER PRESCRITIVE PATH 1. WINDOWS U - 40 WITH LOW E; DOORS U • .20: MAIN ENTRY DOOR, MAX, 24 SQ. FT,, U • .54: SKYLIGHT U • .50: WALLS R • 21; CEIL, R - 38 4 AT VAULT R - 30; FORCED AIR DUCT INSULATION R - 8. WALL LEGEND r EXISTING WALL 2X4 • 16" O.C. INTERIOR WALL tranamsmansam 2X6 • 16" O.C. W/ R -21 INSUL. EXTERIOR WALL 2X6 • 16" 0.C, (NO INSUL.) EXTERIOR WALL NEW 8" FOUND. WALL 4 16" X 8" FOOT. 1 l • vr AI TYPICAL EXTERIOR WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) I. SHEATHING: 1/16" PLYWOOD OR 0.S.B., EXTERIOR SIDE, UNBLOCKED, NAIL WITH 8d • 6" O.C. ALL EDGES AND • 12" O.C. FIELD, 2. BOLT SILL PLATE TO CONCRETE WITH 1/2" DIA. X 10" ANCHOR BOLT'S • 60" O.C. WITH 2X SILL PLATE. USE 2" X 2" X 3/16" PLATE WASHERS, 3. NAIL BOTTOM PLATE TO FRAMING WITH 16d • 6" O.C. 4, FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE WITH A34 CLIPS • 16" O.C.. 5. SPLICE 4 NAIL TOP PLATE WITH 4' - 0" OVERLAP 4 OVER STUDS. c›. PANEL SCHEDULE 4` - BRACED PANEL: EXTERIOR PANEL WITH 3/8" MN. PLYWOOD ONE SIDE NO ANCHORS REQUIRED. 2' -8" 18004' A.B.P. : WITH 3/8" MIN. PLYWOOD TO ONE SIDE OF WALL AND (2) - 1800° ANCHORS. 2' -8" 3000 A.B.P. : WITH 3/8" MN. PLYWOOD TO BOTH SIDES OF WALL AND (2) - 3000* ANCHORS. 4' -0" BRACE WALL LINE INTERIOR PANEL WITH 1/2" WO WITH 5d COOLER NAILS OR SCREWS • 1" O.G. EACH WAY, EACH SIDE. SOLE PLATE NAILING: (3) le.ci NAILS • 16" o.C. LATERAL RESTRAINT PANEL : SEE DETAIL THIS SHEET. • CARPORT 1 . 1 . 1 . 1 1 I I Q O ?ii N•s ' IL t-- 4 4 Itl I I I I I I I I I I 1 1 11 II 1 1 11 LIVING ROOM DINING ROOM • MAIN FLOOR PLAN • SCALE: 1/4" • 1' -0" EXISTING HOUSE: 1060 SQ. Ft EXIST. CARPORT: 242 SQ. FT. NEW ADDITION: 448 SQ. FT. NEW GARAGE: 516 SQ. FT. • C II II II II II II II II POCKET DOOR 0 Ot I ) r 1 e- -•- " in X `p r- 10" H '2 (TYP) 3' -0" 40' - 3" RELOCATE WASH/DRY TO NEW UTILITY ROOM 4 MATCH EXISTING CAB. AND REPLACE COUNTER TOPS, REMOVE WINDOW, NEW HDR 4 POCKET DOOR. 4" X10" HDR DF •2 (TYP) 5`-4" BEDROOM *1 KITCi -4EN r ___ 5' -9" 13ATI -4ROOM REMOVE WI "► / 4 WALL IN, MAT �1 TUB /SHR SURROU ON EXISTING SIDE. U - } SHELF 5' - 0 „ 24' -0" 5V 9V 4 " X10 " NOR DF r1 (TYP) FIRE SEPARATION PER U.B.G. SEC. 312.2.2 THE WALL BETWEEN THE GAR. 4 RESIDENCE SHALL HAVE 2 LAYERS 5 /e" TYPE "X" GARAGE CEILING ON 24" CENTERS a STRUCTURAL 2 CAR GARAGE 23' -0" X 23' -0" Tv P.4 3' -0" 6 -IO" MEMBERS: ONE LAYER WALLS WITH FIRE TAPE. THE DOOR 4 FRAME SHALL BE I -3/4" / S.C. 20 MINUTE RATED ASSEMBLY, TIGHT FIT - TING WITH SMOKE GASKETRNG, FIRE SEPER- ATION. 9'4" E3EDROOM r'2 V -. ,}mo • 0 A "- $ 4; a • 3 � 0 z � REMOVE WINDOW a E 4 REPLACE WITH NEW 7 a 0 2 NT. FRENCH DOOR. (TEMPER GLASS) STUDY -1_ ENCH 5' -0" � i 9 V tf) 0 fr- o 4 FRAME THIS WINDOW HEIGHT • 5' -8" b rt V P.4 4 -O II II II II II II II II I it II II -r II ti *OI 1 II • 31pA Ube, 4ga pi 61 SIP Igatt it#6S ,11147;11 gliti eseejliglifr'w 64)11‘ OW CITY c± API`4. ' JUL U 3 RECEIVED CITY OF TUK\MLA 00 3.194 JUN 2 ,1 003 PeRMIT CENTER REVISION_ .i. U E mow �z 4 0 O y � C • -' W QZ - rl . Alf !I .JR. G ALlN C. 1IAMICL1i office 20644441M /e1 ORAwN BY: 0C?'l 4a t �7� Z E 3 M 16 ° x`5 4 c 0 W 7 • r 13 a a Q D 2 a ••.E.40 JOB NUMBER: 00 5 0 3RA DATE: June 23. 2003 SHEET 2 • • I MATCH EXISTING CEDAR BEVEL SIDING (TYP.) CONTINUOUS METAL GUTTER ON 2 "x FASCIA WITH 2x3 DS AT 25FT 0/C (typical) CONTINUOUS RIDGE VENT - FLASHING (TYP) ( ( Ii In sq per Iln ft.) I ' r -- I I L , I I I I • EAST ELEVATION SCALE: 1/4" • 1 EXISTING BUILDING SCALE: 1/4" • 1' -0" NEW ADDITION • WE5T ELEVATION I 1 L CONTINUOUS RIDGE VENT ( 18 In eta per Iln ft.) FLASHING (TYP) NEW ADDIT EXISTING BUILDING NEW CONCRETE WALL (SEE 51 RETAINING WALL DETAIL 15) J • 9 0 - -MATCH EXISTING CEDAR BEVEL SIDING (TYP.) 36" NEIGI -IT RAILING HORIZONTAL SUPPORTS 2" DIA. • 4" O.G. 4 VERT. SUPPORTS • 8' -0" (TYP.) EXISTING BUILDING J NEW ADDITION a• • 1 I 1 • NOTW ELEVATION SCALE: 1/4" . 1 CONTINUOUS RIDGE VENT ( 18 in sq per Iin ft.) CITY Of Tea APPROVED JUL 3 0 2003 k N cJ 5Ir ie+. I MATCH EXISTING CEDAR BEVEL SIDING (TYP.) RECEIVED CITY OF TuktA II. A JUN 2 1 'OC3 PERIIIFT CENTER D03 -194 REVISIONS N F- Z �.LWap W w CZ �0 I—l Emii Z 'Pm 4 <ci 3 W A Y "") z IL U E Imo aZ 7.11 OO.* AM OM M•f?L. Jl S'N GAL IN C. PIA��..:.E .•nG. 304r444. rat aft- 3464_41 DOR AWN SY: GGM SOS NUMBER _ 00303 DATE: June 73, 2003 SHEET 3 • i BRIDGING NOTES: BRIDGING AT MID -SPANS AND OVER BEAMS, SEE JOIST MFGR FOR DETAILS. V EXISTING FLOOR JOISTS FLOOR CONSTRUCTION: 11.815" TJI/PRO 150 JOIST • l,b "o /c: 3/4" T 4 G RATED SHEATHING (40/20) GLUE 4 NAILED TO TJIS' WITH 8d GALV. BOX NAILS • 6" O.C. AT SUPPORTED EDGES 4 12" O.C. AT THE INTERIOR: R -30 INSULATION. KD 2" X 12" df •2 CONTINUOUS LEDGER WITH 5/8" X 5" LAG SCREWS • 16" D.G. 4 "SIMPSON" ITT211.58 HANGERS (TYPICAL) - 1111111111111II111111111111I111•111111111I • FLOOR JOIST FRAtIING PLAN SCALE: 1/4" • 1'-O" TYPICAL FLOOR SHEATI -4 I NCB 3/4" TKs, CDX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. GLUE t NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND S14EARWALLS Sd • E►" O.G. ALL SUPPORTED EDGES 8d • b" 0.C. FIELD 8d • 10" O.C. BUILDING LINE OVERHANG LINE MATCH GABLE PEAK • 'ROOF FAMING PLAN w SCALE: 114" • 1'.0 EXISTING ROOF STRUCTURE ROOF CONSTRUCTION ( FRAME OVER PORTIONS): PLACE 2" X 6" FLAT ON TOP OF THE ROOF SHEATH- ING 4 NAIL WITH (2) lbd • EACH ROOF TRUSS OR RAFTER: 2" X 6" 14P2 RAFTERS 24" O.C. WITH 5/8" COX INDEX 24/0 PLYWOOD OR 058 SHEATHING: 15• SAT, FELT: ROOFING (SEE ELEVATIONS): R -38 INSULATION: CUT ACCESS HOLES FOR VENTILATION, FIRE, ELECTRICAL 4 MECHANICAL. CONTINUOUS RIDGE VENT ( IS In eq per On ft.) TYPICAL TRUSS ROOF: •235 ASPHALT SHINGLES OR SEE PLAN: 15 SAT. FELT: 5/5" CDX INDEX 32/16 PLYWOOD OR 05B SHEATHING: SIMPSON '142.5' CLIPS (OR 'TC TYPE FOR SCISSOR) • EACH END OF EACH TRUSS: 2x8 BLOCKING AT PEAK: PRE- ENGINEERED TRUSSES • 24" o.C.: 2x4 TRUSS BRACING: 5/8" GYP. BOARD TAPED, SANDED, 4 TEXTURED, I CT. PRIMER: 1 CT, CEILING PAINT, MATCH GABLE PEAK SCISSOR TRUSSES CONTINUOUS RIDGE VENT ( I8 In sq per Iln ft.) BUILDING LINE OVERIANG LINE TYPICAL TOP PLATE SPLICE STANDARD TRUSSES TYPICAL ROOF 5WEATI -4ING 5/8" CDX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. GLUE 4 NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS 8d • 6" O.C. ALL SUPPORTED EDGES 8d • b O.C. FIELD , 8d • 12" D.C. CITY Of TlUKWILA APRO f0 JUL 3 0 2003 0 03.194 • RECEIVEC CITY OF Tl tw `•, r JUN 2 4 '11N PERP T CENTE►. M REVISIONS: N I— z � W W �t0 i••• w � 3 u-J ott 6 vY o al In li- aZ o2 LN O w £ 55 °6 zs 0 14412 iitta 912220- 19 il 1 iigh w e S Itepijf !Maggio 7' $TM Ave eV 4111401.11.0&/041 (MUM C. MANCLUI Oreloie fax 30.4464041 DRAWN DY: GCM xas OO S © 3RA DATE: Awe Md, 9003 SHEET 4 a oplon Glut) hurt % a Floor GIsainf U•Fac+ or r s 1 It'll !MI �f� Valka1 Ov.rh.ad" w 12% 0.35 O.Ss , 0.20 . R -3s 11-30 RIS R -IS • 110 81.30 R-10 11.• 15% • GAO 0.5$ o.2o , R-3$ R-30 , R -21 x-21 110 R-30 MO N. Uarwil-d armp p Ocalpsory Ou10 0.51 , 0.20 R -30 - R -30 - R-21 R-21 - - R-10 Rp311 R-10 ■ APPROX. GRADE LINE • 2 CAR GARAGE i 1 AI 4" CON NEW SCISSOR PER PLAN TRUSSES • 24" O.C. WITH R -30 INSULATION i i i i MATCH EXISTING VERIFY BEFORE ORDERING. R 21•WALL SCAL 1/4" • 1'.O" NOTEt VENTILATE ROOF TO I /300TH OF INSULATED CEILING AREA PREFABRICATED SCISSOR TRUSSES • 24" O.C. R - 3$ • CEILING (R -30 IF VAULTED) MI IVif iti!ifiSti!i!itifi iti!ilifiMAtif itifititi!i!if itnIf ifi!i!i fi!ifiliti!i!ififi!Nif ilitifif Ni!1!if If i!i!1 R - 30 • FLOOR .006 BLK. POLY GROUND COVER 1 ii2 • UIWING SECTION "A -A" • SCALE: 1/4" • 1' -0" • BUILDING SECTION "C-C" • 0 t DO 00 00 NOTE: VENTILATE ROOF TO I /300T14 OF INSULATED CEILING AREA NOTE: VERIFY ALL TRUSS CONFIGURATIONS AND BEARING POINTS WITI.1 TRUSS MANUFACTURE PRIOR TO ORDERING AND CONSTRUCTION. rot r, too 4 411��rV � !I!it;!i! ,'t:'iti! lili!ilili iti!i!i1i! ►!i!iti!i! ti!i!f 'i i!i!i!iti' 9105! !iti!i!iti !iti!ISS i'i'i +i ! i l ! ! +i i +i +l +i i+i+ +i i R- 30•FLOOR .006 IBLK. POLY GROUND COVER STER SUITE R - 21• APPROX. GRADE LINE GIRDER TRUSS HUb2+itk FACE MOUNT HANGER VERIFY ON SITE SIZE OF HANGER 4 TRUb6 DESIGNER TO PROVIDE FASTER QUANTITY FOR CONNECTING MULTIPLE MEMBERS TOGETHER. EXISTING TYPICAL TRU66E6.24" O.C. WITH R -30 INSULA TION EXISTING TYPICAL WALL SIMPSON HANGER PER PLAN • GARAGE OPTIONAL R - 38 • CEILING (R - IF VAULTED) ' 1 � �r �I ►,►.7TH 17 � � 1' ,�� Ii , �,f, " rlr�rlr .rar •r � r,r`r400 ,1 4 . 4 11 1' 0 0 7 ITlrlflrl : GARAGE OPTIONAL R- 21 • WALL. 1.i....n. I'tiir 4x4 PT POSTS W /SIMPSON 6844 4 CC44 (TYP) MATCH EXISTING VERIFY BEFORE ORDERING. 4" CONCRETE SLAB • 5UIWINC SECTION "B -B" • SCALE: 1/4" • 1'.0" TABLE 64 1lEqu *$ FOR GROUP R OCCUPANCY . �r►s.�.L CURATE ZONE 1 * NOTE: VENTILATE ROOF TO 1 /300T14 OF INSULATED CEILING AREA NOTE: VERIFY ALL TRUSS CONFIGURATIONS AND BEARING POINTS WITH MUSE MANUFACTURE PRIOR TO ORDERING AND CONSTRUCTION. APPROX. GRADE LINE CITY Of TUKp,KA NIVOYED JUL 3 0 2003 t D03 -194 RECEIVED cry OF "f1_44%,, A JUN ? •I 'J03 PERMIT CENTE REVISIONS; N z u• gt a W co W m 1 1 "" roi III :0 1712: 4P- J v°) "") n H O 03 (.) >h s �c as 41116) AVID • NYfiJI w web OMAN G. MARCUS lens. 30 - 444•MS tea 30.4464 141 T7 GGM .goal NUMBER: 00503 RA DATE: Juno 23, 2003 SHEET 5 RETAINING WALL SCHEDULE "14" MAX.FT. 1r "B" REINF. 4 2' - 4" 0' -10" #4016 3 S -a. 1' -0• #4012" 6 4' -4" 1' -2" #4012" 7 5 . -3 • 1'_4• #4•9• P TYPICAL CORNER DETAIL RETAINING WALL NOTES: . CONTRACTOR SHALL COMPLY WITH ALL O.S.H.& AND W.I.S.H.A. HEALTH AND SAFETY STANDARDS. . BAiCKFILL SHOULD BE PLACED WITH EXTREME CARE TO AVOID EXCESSIVE HORIZONTAL LOADS ON THE WAIL. THIS REQUIREMENT SHOULD TAKE PRECEDENCE OVER COMPLETE ADHERENCE TO THE COMPACTION CRITERIA. = = _ #4 010 "ac. HORIZ. 4"1 PERF. PVC DRAIN TO DA LIGHT 14 WASHED ORMlEL - r M • RMSH GRADE COMPACT SOL IN OF N 111e' t!S AS IE'w. PER SCHEDULE (2) 14 «• . ,. —LEW:L BAI KFILL SITE RETAINING WALL 15 • IMPORTANT UNYIELDING SOL REINF. PER SCHEDULE S RADIUS BEND FOO11 a ON D03 -194 q 5 5 E SABRA CONSULTING ENGINEERS INC. 3300 MERCHANT WAY EVERETr. WA. 98308 P H: (42S) 3'74 9038 FAX: 1•3S 379 9038 K SASRA@WOALONET.ATT.NET Cf1 W N Z Et S i J :, REISIONS BY RECEIVED rrry n� TL,..%.a. A. J J m Q� Z o to n =Z nil II �J U Ce W 06/10/03 JOB: 20316 DRAWN: KYS SCALE AS SHOWN 00r I 9 a GENERAL SPECIFICATIONS: 01111110.1. GENERAL REQUIREMENTS The Intent or *IN requirements and specificetIons Is So itiNy crlere to Ore BIDDERS or/ these PIJWS and The REQUIREMENTS a be Oldies► /Amiens 17hrtr. DesIper/ Owns, aclowaiedges Owl there am some speolllosione and standards Mein mein avows tit file Mul Building code standerds, Ind "quests lhat you acktomildge them. Thew sMrxllyds and requiwnenb wbbe complied So and variations 111L NOT REAOCEPTINP. The final authority WI be the DESIGNER / OWNERS., The assigned inspector wdl cow out their wishes, any appeals or discrepancies wlll follow Local Jurisactions Regulations, and further Progress or Final payments will not be made until an approved, authorized, signed peyme t voucher has been issued to the approved Contractor The Designer / Owears wife req ulcer "Release of Liens from all 'Contractors and Sub-Contract= assigned to a particular project, and that Reference Job Nb shall appear on said rntlsaasa. CCHEM CONSTRUCTION NOTE; ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE - 1997; UNIFORM PLUMBING CODE - 1997; UNIFORM MECHANICAL CODE - 1997; UNIFORM FIRE CODE - 1997; WASHINGTON STATE ENERGY CODE AND STATE WIDE AMENDMENTS; WASHINGTON STATE ELECTRICAL. CODE AND UPGRADES REQUESTED BY THE DESIGNER / OWNERS THE CONTRACTOR and/or the OWNER are RESPONSIBLE TO CHECK THE PLANS AND TO NOTIFY THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. WRITTEN DIMENSIONS HAVE PRESIDENCE OVER SCALED DIMENSIONS. (DO NOT SCALE DRAWINGS). DESIGN LOADS; ROOF; 25 P.S.F. MMMULMMJOAMME (PER TABLE 23- 11 -B-1); JOIST TO SILL, TOENAIL - 3 -16d; BRIDGING TO JOIST TOENAIL 2-8d; 2" SUBFLR TO BEAM - 2 -16d; SOLE PLACE TO JOIST - FACE NAIL 16d 0 16" dc; SOLE PLATE TO JOIST BRACED WALL - 3 -16d 18' olc; TOP PLATE TO STUD FACE NAIL 2- 16d STUD TO SOLE PLACE - 18d G 16' ok DOUBLE STUDS FACE NAIL - 18d G 16' do DOUBLE TOP PLATES -FACE NAIL16d 16" o/c; DOUBLE TOP PLATE LAP SPUCE 8 - 16d BLK BETWEEN JOISTS, RAFTERS TO TOP PLATE TOENAIL - 16'; RIM JOISTS TO TOP PLATE TOENAIL 8d 6' TOP PLATE, LAPS & INTERSECTIONS FACE NAIL - 2 -16d CONTIUOUS HEADER, TWO PCS -16d0 16" o/c ALONG EACH EDGE. CEILING JOIST TO PLATE TOENAIL - 3-16d RAFTERS TO PLATE, TOENAIL -3-8d; V BRACE TO EA. STUD & PLATE, FACE NAIL -2-8d BUILD UP CORNER STUDS - 16d Q 24' dc; PLYWOOD-SUBFLOOR, SHEATHING W-6d, 19/32"- 3/4'9d H.D.G., 7/8" -V-8d; 1-1/8"-1-1/4"-10d; PANEL SIDING W-6d 5/8"-8d ; FIBERBOARD SHTG ifs' -11 ga./6d 25/32' -11 ga./8d INGIUMIENSIONA U.B.C. SECTION 310 THE FLOOR AREA SHALL BE MIN 70 S.F.MIN DIMENSION SHALL BE T-O' ( EXCEPT THE KffCHEN) MIN CEIUNG HEIGHT SHALL BE 7'-8' ONE ROOM SHALL BE MIN OF 120 S.F. EIPLINEMAIMN U.B.C. SECTION 312.2.2THE WALL BETWEEN THE GARAGE or CARPORT SHALL HAVE 518' TYPE "X' GYPSUM BOARD, FIRETAPED. ALL STRUCTURAL MEMBERS SHALL HAVE (2) LAYERS OF TYPE "X' GYPSUM BOARD AND FIRETAPED. THE DOOR 3d'x817x 1 - 3/4` SOLID CORE vm/ SELF CLOSER TIGHT FITTING AND wt SMOKE GASII'ETING THE JAMB ASSEMBLY SHALL BE 20 MIN RATED. THE CEILING SHALL HAVE (2) LAYERS OF 518" TYPE "X"' GYPSUM V FLOOR; 40 P.B.F. DECKS; 80 P.S.F. STAIRS; 100 P.S.F. GAR.FLR; 60 P.S.F. 2000 POINT LOAD NOTE: IF YOUR LOCAL CODE AGENCY DEFINES A DIFFERENT LOADING, PLANS SHOULD BE CHECKED AND SNOOPED TO REFLECT LOCAL LOADS. WASISNG1cON STATE ENEMY 000E OH: ZONE 2 RESIDENTIAL - OTHER FUELS DUCT- ED SYSTEM SF X 20 • MAX BTUH MAX OUT- PUT; ELECT RESIST SF X .006552 S MAX KW WALLS R-21 ROOFS R-3$ / VAULTED Ras SLABS R -10 EDGE TO BASE OF FTG R-10 MIT WALLS R41 / EXTERIOR R -10 DUCTWORK R-1 DOORS lI■.20 WINDOIMS Ur.40 I OVERHEAD U- IS (Please refer to allaehed energy sheet for any charges fbr this project i adhere to limet elms. THE ABOVE VALUES ARE MINIMUMS AND MAY BE ADJUSTED UPWARDS. ALL EXPOSED INSULATION SHALL HAVE FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. PROVIDE INSULATION BAFFELS AT EAVE VENTS BETWEEN RAFTERS AND TRUSSES. EACH BEDROOM SHALL HAVE A MIN WINDOW OPENING OF 5.00 S.F. WITH A MIN. WIDTH OF 22' AND A SILL HEIGHT LESS THAN 44' ABOVE FIN. FLOOR. PROVIDE COMBUSTION AIR FOR ALL FIREPLACES, WOOD STOVES AND ANY APPLIANCES WITH AN OPEN FLAME. THEY SHALL HAVE BACK DRAFTDAMPER AND BE SCREENED. ELECTRICAL RECEPTICALS IN BATHROOMS, KITCHENS, UTILITIES, and GARAGES SHALL BE G.F.I. OR G.F.I.C. PER ELECTRICAL CODE REQUIREMENTS. SMOKE DETECTORS 1 BOARD FIRETAPED. PROVIDE FIRESTOPPING AROUND VENTS. DUCTWORK, CHIMNEYS AND OTHER SIMILAR OPENING AT CEILINGS AND FLOOR LINES. U.B.C. SECTION 310.9 SMOKE DETECTORS SHALL BE DUAL POWERED-115V-9V- INTERCONNECTED TO ALL UNITS, THE UNITS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, ON EACH LEVEL OF MULTI -LEVEL RESIDENCES, IN THE PROXIMINITY OF THE STAIRWAY, AT FURNACE AND H.W.T. AREAS. THE SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. U.B.C. LIMILANILVEIBLMINI SECTION 1203. LIGHT SHALL BE A MIN. OF 10 S.F. or 1/10 th OF THE FLOOR AREA. VENTILATION SHALL BE NOT LESS THAN 5 S.F. or 1120 th OF THE FLOOR AREA. IN UEU OF NATURAL VENTILATION A MECHANICAL SYSTEM CAN BE INSTALLED (PER 1203.3) arriageli SITEINORK The General Contractor shall provide an on site service stub out 5-0' min, including approved check valve assembly. Contact Local Public Works Department and FIELD VERIFY, the size requirements, manufacturer, connection and inspection by LP.W.D. AMR The General Contractor shall provide an on -file sewer stub out IV-0" min, including an approved valve assembly. Contact Local Public Works Depsinent and FIELD VERIFY, the sire requirements, connection and inspection by L.P.W.D. 8heN be completed by the General Contra:10r EMATIOACKABOMMIAL Shell be completed by the General Contractor 2 The General Contractor shall install 4' A.B.S. PerforMsd drain lines at looting line and Extend the lines beyond building Writs 5'4" min. An additional 4' ABS. .. lighline shell be installed above footing drain lira to a000nrnnodale the roof valor drainage and be extended 6'-0" min beyond building lints The General Contractor shat provide formwork, footings, foundations, slabs, in with th drawings and ZINGIMIALIIMEINEININL CONCRETE SHALL HAVE AN ULTIMATE STRENGTH OF ft : 2500 PSI 28 DAYS, 5- 1/2 SACKS PER YARD. REINFORCEMENT SHALL CONFORM TO U.B.C. SECTION 1007. E9Q'Ll44 U.B.C, SECTION 14 TABLE 18-1 -C or CITYICOUN Y AMMENDMENTS. FOOTINGS AND FOUNDATION WALLS SHALL BE CONSTRUCTED OF CONCRETE, AND SHALL EXTEND BELOW THE FROST UNE. . FOUNDATIONS SHALL EXTEND AT LEAST IT ABOVE ADJACENT GRADE. (SEE PLANS FOR DIMENSIONS.) IF THE FOUNDATION WALLS AND FOOTINGS ARE NOT POURED MONILITHUCALLY, PROVIDE VERTICAL REINFORCEMENT TO MATCH THE WALL ABOVE, MIN SHALL BE *40 AT 18" dc. PROJECT OUT A MIN OF 24'. MN LAP OF 20 " GQICRIELEAYMIL The General Contractor shall install all paving and Salm& on excavated and leveled areas. The finish shall be smooth troweled in the garage areas, and shall be light broom finish on ad exterior slabs. AN exterior slab work shall slope a min of W to foot away from the building. ALL ENDS AND EDGES 8' MIN. OVER GRADE. THERE SHALL BE A CRAWL SPACE ACCESS PANEL OF NOT LESS THAN 22"x 36' WALL FRAMING U.B. C. SECTION 2304232011, SIZE, HEIGHT and SPACING SHALL BE PER TABLE 23 - - EXCEPT UTIUTY STUDS SHALL NOT BE SPACED MORE THAN 18' o/c. WALLS SHALL BE BRACED PER TABLE 23 IV (SEE PLANS) NORMALLY THE STUDS SHALL BE 2'x8' DF 522, SPACED AT 16" dc, MN HEIGHT SHALL BE 91 1/2 ". WALL SHEATHING, 15/32" CDX PLYWOOD, NAILED wr 8d AT B' o/c AT PANEL EDGES and 8d AT 8' &c IN THE FIELD, U.O.N., See table 23- II -B-2. PROVIDE HOUSE WRAP TAPED AND SECURED TO THE EXTERIOR OF THE SHEATHING, EXTERIOR FINISH MATERIAL SHALL BE `HARDIPLANK LAPPED SIDING, FACTORY PRIMED. U.O.N. (SEE ELEVATION VIEWS) EXTERIOR WINDOW, DOOR WRAP AND CORNERS SHALL BE 514' x 4' WESTERN CEDAR BEST COMMON GRADE. TRIM AT SOFFITS AND FASCIA AND BARGE SHALL 8E14' x 2' WESTERN CEDAR. MAME U.B. C. SECTION 23 -11-6 HEADERS SHALL BE SIZED TO MEET THE STRUCTURAL REQUIREMENTS FOR THE STRUCTURE. (SEE FRAMING PLANS) EXTERIOR LOAD BEARING WALL HEADERS SHALL BE 4'x10" D.F. 02 for SPANS UP TO 8 4'x12' D.F. 52 FOR SPANS UP TO 8'-0', USE COMPOSITE BEAMS FOR GARAGE DOOR HEADERS, THESE SHALL BE CONTINUOUS OVER LATERAL RESTRAINT PANELS SEE PLANS AND DETAILS) SIZES PER PLANS. EBMINILAIIMIREI U.B.C. SECTION 23- 2320125, TRIMMER AND HEADER STUDS/JOISTS SHALL BE DOUBLED. HEADERS MORE THAN OFT SHALL 8E SUPPORTED BY FRAMING ANCHORS. Divides 6: eLATEi AID SILLS: U.S.C. SECTION 1x00. d 2306.4. DIRECTLY IN CONTACT WITH THE CONCRETE SHALL BE PRESSURE TREATED. THE SILLS or PLATE SHALL BE ANCHORED TO THE CONCRETE WITH ANCHOR BOLTS 610"x12' AT 60'' 0% MAX U.O.N. SHEAR WALL i LATERAL RESTRAINT PANEL & STRUCTURAL NOTES SHALL GOVERN. wooQ w SarrMIr wrrN Iuaawv er U. B. C. SECTION 2308.6 THE WOOD SHALL BE PRESSURE TREATED. E{MB.Ea!llIKEi: U. B.C. SECTIONS 1600,16061,230 FRAMING SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT, MIN BEARING SHALL BE 2' U.O.N. NAILING PER TABLE 23 - 11 - CUTTING or NOTCHING SHALL NOT EXCEED 1/8 OF THE DEPTH AND NOT BE LOCATED IN THE MIDDLE OF THE SPAN. (SEE PLANS) PROVIDE FLOOR JOISTS UNDER ALL PARALLEL WALLS AND DOUBLE FLOOR JOISTS UNDER ALL PARALLEL EXTERIOR AND INTERIOR LOAD BEARING WALLS. PROVIDE METAL CROSS BRIDGING AT MID SPANS. MAX SPACING OF 8 PROVIDE SOLID BRIDGING OVER ALL LOAD BEARING WALLS AND BEAMS. LAP FLOOR JOISTS MN OF 3' AT SUPPORT WALLS OR BEAMS. FLOOR SHEATHING SHALL BE 25/32' "STURDI -FLOOR PUTS, UNDERLAYMENT GRADE PLYWOOD,GLUED AND HAND NAILED w/ 8d HOT DIPPED GALVANIZED NAILS , 4' do AT PANEL EDGES AND 8" do IN THE FIELD. LINDEBELMELIMMIVIO U.B.C. SECTION 2306.3 - WOOD JOISTS or BEAMS SHALL HAVE A CLEARANCE OF 18' TO 6 MILL BLACK POLYETHLENE GROUND COVER, LAP CEILING FRANK 3 U.B. C. 232012 (IF REQUIRED). SPANS AND GRADE PER TABLES 23-1V- J-3,23-IV-.1-4. THIS IS NORMALLY FRAMED WITH PRE- ENGINEERED ROOF TRUSSES SPACED AT 24' dc. (SEE PLANS). NON - STRUCTURAL (SEE PLANS) .RIMEERAMING U.B.C. SECTION 2320.12 THE DESIGN SHALL BE PRE - ENGINEERED ROOF TRUSSES SPACED AT 24' o/c, DESIGNED AND ENGINEERED AND SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. TRUSS PLAN SHALL BE SUBMITTED TO THE CONTRACTOR FOR APPROVAL PRIOR TO FABRICATING. CONTRACTOR TO VERIFY SIZE, PITCH & SIZE BEFORE ORDERING. ROOF SHEATHING SHALL BE W CDX PANEL INDEX 32/18 AND NAILED w 8d AT 6' do AT PANEL EDGES AND THE FIELD. THIS DESIGN MEETS THE 80 MPH ZONE 1, 2 8 3 REQUIREMENTS. ATTIC ACCE ,� ENTILATION U.B.0 SECTION 15053 PROVIDE MN ACCESS PANEL 22"x30' WITH UNOBSTRUCTED HEADROOM OF MIN OF 30" LOCATED IN HALL, CORRIDOR or READILY ACCESSABLE LOCATION (SEE PLANS) VENTILATION SHALL BE CALCULATED AT (1) ONE SQUARE FOOT OF VENTILATION PER 300 SQUARE FEET OF ATTIC SPACE PROVIDED THAT 4 OF THE VENTILATION IS AT THE EAVES OR CORNICE AND % OF THE VENTILATION IS WITHIN 3 FT OF THE RIDGE or A SCREENED CONTINUOUS RIDGE VENT IS PROVIDED. NEEENNURSI WOOD CASEINGS AND BASE SHALL BE SIMULATED OAK 1-&e" WIDE, ALL CORNERS SHALL BE MITERED AND SQUARE. BASE SHALL BE COPED AT INTERIOR JOINTS. WINDOW SILLS AND APRON SHALL BE HEMLOCK, ALL WINDOWS SHALL BE WRAPED IN • 4 HEMLOCK. ALL INTERIOR VMOOowORK SHALL BE SEALED (1) COAT, STAINED (1) COAT, (2) COATS POLYURETHENE SEMI-GLOSS, MEDIUM OAK COLOR. ALL FASTENING HOLES WILL BE FILLED AFTER APPLICATION WITH COLORED PUTTY TO MATCH OAK FINISH, FINAL COAT OF POLYURETHENE TO BE APPLIED AFTER FASTENING, CABINETS SHALL BE PRE BUILT MODULAR CONSTRUCTION, AND ALL PLYWOOD CONSTRUCTION, FACE FRAMES AND DOORS SHALL BE OAK UNLESS OWNER SPECS OTHER. INSTALL LEVEL AND PLUMB, FASTEN ALL FACE FRAMES 'w/ MIN (3) SEX BOLTS or TRIM HEAD SCREWS FROM EACH SIDE OF EACH FACE FRAME MIN (2) EACH SIDE. BACKS SHALL BE FASTENED TO STUDS wl 2 -1/2"x B SCREWS TOP, MID AND BOTTOM. PROVIDE MIN (1) BREADBOARD PER KITCHEN AREA U.O.N. (SEE CABINET ELEVATIONS F PRO W ED) COUNTERTOPS AND SELF - EDGE: SHALL BE WLSONART OR APPROVED BY OWNER SELF EDGE TO BE SELF EDGED, BACKSPLJASH SHALL BE MIN OF 8' U.O.N. DIMIERZ TIDAL AND MOISTURE PROTECTION ROOF 001 ERING$ U. B. C SECTION 15. 1507. CEMENT ROOFING - 1507.3 - TABLE 15- D-1. ASPHALT ROOFING - 1507.5-TABLE 15- B-1 BUILT UP ROOFING - 1507.6- TABLE 15- E WDOD SHAKE ROOFING - 11507.12,13 - TABLE - 15.8 -2 METAL ROOFING - 1 507.8 NORMALLY THE ROOF COVERING WILL BE "OWENS CORNING ' OAKRIDGE II ELK or APPROVED, 30 YR GUARANTEE LAID PER MFGR PRINTED INSTRUCTIONS. WEAVE IN THE VALLEYS; PLACE ZINC STRIP UNDER RIDGE AND A CONTINUOUS RIDGE VENT WILL BE APPLIED. SHINGLES SHALL BE APPLIED OVER 155 BUILDING SHALL BE INSULATE' SERIES 200 SUPERSPACER wr LoE OR APPROVED, wl SCREENS ON ALL OPENING VENTS. PATIO DOOR SHALL BE "INSULATE SERIES 0800 v / SCREEN DOOR. INSTALL PER MANUFACTURS PRINTED INSTRUCTIONS. U.B.0 SECTION 24091 SLOPED GLAZING SHALL BE LAM. GLASS, FULLY TEMPERED GLASS, HEAT STRENGTHENED GLASS, WIRED GLASS, or APPROVED RIGID PLASTICS PER SECTION 26013.7 sVery cuss U.B.C. SECTION 2406 SLIDING GLASS DOORS, GLASS HANDRAILS,FULL GLAZED SWINGING DOORS, AND SIDELIGHTS WITHIN 24' VERTICALLY AND HORIZONTALLY OF THE DOOR OR WINDOW IN FIXED POSITION, SHALL BE GLAZED WITH SAFETY PLATE GLASS OR SHATTER RESISTANT ACRYLIC. EMU FINISHES GYPSUM PSUM . INSTALL PER MFGR'S PRINTED INS , WASHINGTON WALL AND PARTITION BUREAU. w STD ON WALLS, 'A' GREENBOARD AT WATER SENSITIVE AREAS, 5/8" TYPE 'X' AT FIRE RATED AREA SEPERATIONS, 5/6' STD ON ALL CEILINGS, 518" GYP SHEATHING AT CARPORT AREA SEPERATIONS. TAPE AND TEXTURE ALL WALLS AND CEILINGS, INSTALLATION SHALL INCLUDE SCREWED FASTENING IN ALL CASES, PROVIDE RADIUS CORNERS ON ALL OUTSIDE CORNERS. TEXTURE TO BE LIGHT STIPPLE FINISH. RESILIENT FLOORING PROVIDE 'ARMSTRONG' SHEET VINYL ROLL GOODS ON ALL BATHROOMS, KITCHENS w/ 4' RUBBER BASE, • FELT. COLORS TO BE SELECTED BY OWNERS. SEE VALUES LISTED HEREIN. IN ADDITION TO THE "R' VALUES ALL VOIDS AROUND WN4DOWS, DOORS, PIPES, MECHANICAL AND ELECTRICAL AND ANY PENITRATIONS FROM EXTERIOR TO INTERIOR SHALL BE FOAM FILLED PROVIDE SEAMLESS GUTTERS wl 2x3 DOWNSPOUTS EVERY 26 FT TO DRAIN INTO DRAINAGE SYSTEM CALLED FOR IN FOOTING DRAINS SECTION THIS SPECIFICATION. PROVIDE ALL FLASHING AT SIDEWALLS TO ROOF, ALL VALLEYS, AT ANY ROOF PENETRATION, FLASH AND COUNTERFLASH AND GUARANTEE TO BE WEATHERTIGHT FOR A PERIOD OF NOT LESS THAN (2) YEARS. Minn DOOR AND WINDOWS ALL EXTERIOR DOOR SHALL BE 1.75' THICK, 30'x80" METAL INSULATED vd WOOD FRAME, ADJUSTABLE ALUMINUM SILL, FULLY WEATHERSTRIPPED, COMPLETE wl LOCKSET `CORBIN - RUSSMIN SERIES CL3900, LEVER HANDELED, DULL BRASS FINISH, AND DEAD BOLT, 1.5 PAIR HINGES, SECURITY VIEWER PROVIDE ANODIZED WHITE ALUMINUM SCREEN DOORS AT FRONT AND BACK DOOR vi CLOSERS AND LATCHSET. ALL INTERIOR DOOR SHALL BE 1-318' THICK, BIRCH HOLLOW CORE, wl HEMLOCK DOUBLE RABBITED JAMB, w/ 1.5 PAIR HINGES, COMPLETE wl LATCH SET, PRIVACY SET, (IN BATHS, MASTER BR), DOOR STOPS MOUNTED ON FLOOR OR WALL AS CONDITION DETERMINES. WALL MOUNTED IS PREFERED IN ALL CASES. DOOR FINISHED (1) CT SEALER,(1) CT STAIN, (2) CTS URETHANE SEMI GLOSS. PATTERNS TO BE SELECTED BY OWNER. ALL OTHER FLOORS, SHALL AS NOTED ON PLANS. COLORS TO BE SELECTED BY ONVNER.S. PRIOR TO LYING OF FLOOR COVERING BE SURE THE SUBFLOOR IS CLEAN AND FREE OF INPERFECTIONS, FILL, SAND AND PREP FLOOR AS NEEDED. AT BATHROOM SEAL THE JOINT BETWEEN FLOOR AND WALL wl WATER RESISTANT CAULK PRIOR TO PLACEMENT OF BASE, PAINTING EXTERIOR: (1) CT PRIMER ON AU. UNTREATED WOOD, (2) CTS ACRYLIC HOUSE PAINT. CAN BE SPRAYED BUT MUST BE BACK ROLLED. TREATED WOOD IE: DECKS, RAILING, BALLASTERS, CAP MLDGS, (1) CT SILICONE SEALER, (2) CTS STAIN COLORS BY OWNER. INTERIOR: (1) CT PRIMER (LOW PREM PRIOR TO TEXTURING, (2) CTS SEMI- GLOSS ACRYUC PAINT SPRAYED AND BACK ROLLED. TRIM: (1) CT SEALER, (1) CTS STAIN, (2) CTS URETHANE SEMI- GLOSS. DMSION 10 SPECIALTIES WOOD STOVES ALL WOOD STOVES SHALL BE INSTALLED PER MANUFACTURES PRINTED INSTRUCTIONS AND FURTHER PROVIDE ADEQUATE CLEARANCES TO R WALLS, FLOORS, CONSTRUCTION COMPONENTS, PROVIDE PER -BUILT MASONRY HEARTH, TO EXTEND MIN 12' EACH SIDE OR STOVE AND MIN OF 18" AT HEARTH. VENTS AND PIPING SHALL BE CODE APPROVED AND SHALL BE WEATHERTIGHT. PROVIDE FOR COMBUSTION AIR AS REQUIRED FROM EXTERIOR, OR CRAWL SPACE, PLACEMENT CONSIDERED. TOILET & BATH ACCESSORIES 5 The General Contractor shall provide and install ad ballroom accessories, they shad 6 Include: Tdlst Paper Holders, TowrM bN$ (min 2 per bell+) Double Robe hooks, Recessed Medicine cabin wl Plale Glass mirror, Provide solid backing between dude for ea Minis. Mirror s above the 111V1110,111111 shell be avoid Otis surface maun ied vs/ (4) dips . WARDROBE & CLOSET SPECIALTIES The General Contractor a furnish and instal and Guaranies the f low ing: Complete closet orgenlism, Coaled meal adjustable shelving, doset hodli high and Vow. In Pantiles install alluded* coaled wire shelving (Min) d 8 shelves, provide adeatai a uprights to support 200 be per shelf. APPLIANCES The General Contractor shall provide and instal the foIoM ng: a 30' Range, 0 30' Hood and Fan, 0 30" Dawndraft rarngelop, 0 30' Dbl ovens, 0 O 38" Refrigerator w/ icemaker, 0 Washer, 0 Dryer. Colors to be sMsclsd by Owners color (Chock off cared bares above] WINDOW COVERINGS The General Contractor shell provide furnish and install: Per Rans. Owners shall determine colors. STArlINAYS U.B.C. SECTIONS 608.4; 3407.1, 3407.2 STAIRWAYS SHALL BE MN 36' WIDE, MAXIMUM RISE OF 7' AND MAX TREAD OF 11', FLOOR LANDINGS ON EITHER SIDE OF DOORS SHALL BE A MAXIMUM OF W BELOW TOP OF THRESHOLD AND 36' TRAVEL DISTANCE. THE MN HEADROOM SHALL BE 8'-8" MECHA MCAL PLUMBING The Plumbing Connector shad pmvkle and install and Guarantee the following: Wale lines : Copper Waste and Vents: P.V.C. Grade 40 Plumbing Fixtures : Kohler Plumbing Brass: Moen Hot Weer Tank: M Gal Stale Steel Complete w/ drip pen drained to storm drain Al lines rough -in and finished plumbing complete with (1) Main Building shut off valve locale in house or garage, Shut -elf vales 10 each plumbing Mature, all wiling thru rod, compete with weather proof lashing, all finished brass, all plumbing fixtures, all wear limes in the artic or areal spree ail be Modeled, Mind (2) freeze proof hose bibs (See Plan). The OwsaA will provide a complete wt of A auras and colors. p i AMA The Mechaniad Contractor shall furnish and instal and Guarantee the Mowing: Complete Gas fired, Honked air furnace with and maiss up air, ON piping from the meter to the appliance, hard pipe ducork, supply and neburn air runs al beaming dempers, all regales, diffusers, griesr, Mlles, Sizes and locations (See per) Bathroom exhaust fans & ducting. Kitchen hood softest ducting. Dryer venting. Al ductwork in unconditioned space shall be insulated. (See Plan) The entire system shah be balanced and the Owners briefed on System. EM MA 1e ELECTRICAL The electrical Contractor shad furnish and install and Guwantee the following' Main service Meter bergs and 200Mmp 12012401 1 Ph, 32 Circuit panel, vi 200 Amp main disconnect underground service feed. al breakers, all copper Wiring, all electrical devices, switches. 20 amp duplex outlets, G.F.I. outlets, T.V., cable, computer, special outlets, Smoke detectors. (See Plan if pew The Owners will provide a complete list of Fixtures for residence. 7 D03 -194 • r RECEIVED e.rry of Tl Mtwi l A JUN ? 4 ?003 PET CENTER MAIM S ', dial JOS HUMOUR: 'TIM JD b SHEET 5PEC Awf i 41