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HomeMy WebLinkAboutPermit D04-440 - NG RESIDENCE - NEW HOUSENG RESIDENCE 12225 47 AV S D04-440 104 • Parcel No.: 0179001048 Address: 12225 47 AV S TUKW Suite No: City oi Tukwila Tenant: Name: NG RESIDENCE Address: 12225 47 AV S, TUKWILA WA Owner: Name: NG, RAYMOND Address: P.O. BOX 4084, RENTON WA Contact Person: Name: RAYMOND NG Address: P.O. BOX 4084, RENTON, WA Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: IBC - Permit Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Contractor: Name: SKYWAY HOME IMPROVEMENT INC Address: P.O. BOX 4084, RENTON, WA Contractor License No: SKYWAHI002OJ DEVELOPMENT PERMIT Y N Private: Y Y Profit: N D04 -440 Permit Number: D04 -440 Issue Date: 05/02/2005 Permit Expires On: 10/29/2005 Phone: Phone: 206 356 -1628 Phone: 206 772 -1886 Expiration Date:09 /18/2005 DESCRIPTION OF WORK: COMPLETION OF PERMIT #D01 -288. 1254 SQ FT SINGLE FAMILY RESIDENCE WITH 256 SQ FT GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS, STORM DRAINAGE, SANITARY SEWER, WATER METER,WATER METER BOX AND WATER. PART OF PUBLIC WORKS ACTIVITIES WERE COMPLETED UNDER PEACH TREE DEVELOPMENT PERMIT D01 -288. Value of Construction: $45,000.00 Fees Collected: $4,030.88 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0022 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Public: Non - Profit: N Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 05 -02 -2005 Water Main Extension: Water Meter: doc: IBC - Permit City o1 Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Private: Public: Y * *continued on next page ** D04 -440 Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 05 -02 -2005 1 re 2 U O; W I J H W O :i lk Q N d F Z Z I- 2 uj U� O N . w . F H IL. i�l Z U1. 0 ' Z Permit Center Authorized Signature: G; Vi -''° / e��� Date: ,,, r-„j G`— /7 r ez 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 perfor ance of work. I am authorized to sign and obtain this development permit. Date: _C/ . Signature: Print Name: doc: IBC - Permit City at Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila,wa.us 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. D04 -440 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -440 Issue Date: 05/02/2005 Permit Expires On: 10/29/2005 Printed: 05 -02 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z z ct w QQ � W V O 0 to c J = F- U) w O 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the 2 Building Official. Parcel No.: 0179001048 Address: 12225 47 AV S TUKW Suite No: Tenant: NG RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** LL Q 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center CO d � z = 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to 1— O start of any construction. These documents shall be maintained and made available until final inspection approval is w w granted. U� 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall o H bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site w w and available to the building inspector for inspection purposes. - v F- 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread tii z index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed 0 spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or z floor finish. (206/431- 3670). PERMIT CONDITIONS Permit Number: D04 -440 Status: ISSUED Applied Date: 12/13/2004 Issue Date: 05/02/2005 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). doc: Conditions D04 -440 Printed: 05 -02 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 16: The applicant must notify the City Utility Inspector at (206)433 -0179 and his utility contractor and schedule a pre - construction meeting at the site to assess the scope of utility site work that needs to be performed to complete this project. The applicant shall notify the City Utility Inspector upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 17: 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. 18: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: The water meter box shall be located within City right -of -way at the property line. 24: Applicant and owner of adjacent property to the south, MR RANDY ROBERTS, PHONE NO. 253 - 864 -9966 OR 253 -221 -8800 CELL, shall submit a sanitary sewer easement /maintenance agreement to Public Works for review and approval. Upon approval and execution of this document applicant shall record the document with King County Recorder's office and submit a recorded copy to Public Works prior to final Public Works permit sign -off. doc: Conditions * *continued on next page ** D04 -440 Printed: 05 -02 -2005 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. 8tzt�aiJ D04 -440 as outlined. All provisions cancel the provision of any of law and ordinances other work or local laws Date: c/2--/e Printed: 05 -02 -2005 Parcel No.: Address: Suite No: TOTAL WATER FEES: $2,688.00 doc: PWWATER City 0 . Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 - 431 -3665 Web site: ci. tukwila.wa.us Z Permit Number: D04 -440 re Issue Date: 05/02/2005 J U Permit Expires On: 10/29/2005 0 0 N0 . U) ILI J = H U) LL W O g u.? N d METER #1 METER #2 METER #3 ~ _ Z 1. Z t— Water Meter Size: 0.75 0 0 W Lu D 0 Quantity: 1 0 0 Water Meter Type: PERM 0 co 0 1— Work Order Number: 5204h05 = 0 uj i- . rz Connection Charge: Y $60.00 $0.00 $0.00 LI 0 Installation: Y $490.00 $0.00 $0.00 W N Additional Install Deposit: $0.00 $0.00 $0.00 H = ` Plan Check Fee: Y $10.00 $0.00 $0.00 Z ~' Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 0179001048 12225 47 AV S TUKW WATER METER INFORMATION DESCRIPTION OF WORK: COMPLETION OF PERMIT #D01 -288. 1254 SQ FT SINGLE FAMILY RESIDENCE WITH 256 SQ FT GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS, STORM DRAINAGE, SANITARY SEWER, WATER METER,WATER METER BOX AND WATER. PART OF PUBLIC WORKS ACTIVITIES WERE COMPLETED UNDER PEACH TREE DEVELOPMENT PERMIT D01 -288. Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $2,088.00 D04 -440 Steven M Mullet, Mayor James F. Morrow, P.E., Director $0.00 $0.00 Printed: 05 -03 -2005 Name: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developmenfpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 \permits plus \icc changes \permit application (7.2004) Building Pere: ? o. T 41-1 c� Mechanical Permit No. V1O L+ 2 (7 Public. Works Permit No. Project .No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: --���� y'7f� �' was ! Tenant Name: Property Owners Name: RL /ftl ovtO( Nt"J Mailing Address: P.0 (3 D)( gaymo,4i /uy Mailing Address: P 0 L`7) 4-O?9 E -Mail Address: j''ely /@Y 0 CijiCilf'. €.f Company Name: 5i9 w ay lirmAI , Mailing Address: P. 0 d o)e. 1 30P+ pp Contact Person: llky /k o 7 N E -Mail Address: / Sl li .f 1,6 /; kl j to 161 SPA"' Aue S th CI E4 l;Lwt des;l n 5 #ll o 7J t�ei i tin �' t'i COQ n. � J • ENGINEER OF RECORD - All plans.must be wet stamped by Engineer of Record E4ke�se4 n :e/14 INA4.04 , L4 1 1(P195 7 Page 1 City C7go0/o48 Suite Number: Floor: King Co Assessor's Tax No.:_ 5;2U-14) . City Day Telephone: Fax Number: New Tenant: El .... Yes ❑ ..No gnS7 Zip State Day Telephone: (6 ) 156 • Vas City State Zip Fax Number: 6 06) 772.— GENERAL CONTRACTOR INFORIVIATION;- (Mechanical Contractor information on back page) City Day Telephone: 1106) Fax Number: State Zip 77 �.- (Pa Contractor Registration Number: Sizy1AJ)41 -11002 O Expiration Date: time of permit issuance** original or notarized copy of current Washington State Contractor License must be presented at the ance ** :ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record 1 ,10.3 Z . State Zip (zs' 872 - zcio (253) 87 2 - 3ti5 j Company Name: r►+'tt o /1 �� e(l� y . Mailing Address: City State Zip Day Telephone: (251) (r72_ - Fax Number: els- -) 872 36Yi BUILDING PERMIT INFORMA : ON - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 4:5 4641 12-) • 14 Wav , / Oaf f A I lthl t�.2 Number of Parking Stalls Provided: Standard: Compact: \permits plus\ice changes \permit application (7-2004) Page 2 Existing Building Valuation: $ /25, °.'' Scope of Work (please provide detailed information): Will there be new rack storage? ❑ .. Yes jj.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *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. Handicap: Will there be a change in use? ❑ ....Yes CRI ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No 1f "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor • Zl f O J II� 0 -Floor - 7 6 (f- I7 7 . 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 2 C [ 7C, Z � / V Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMA : ON - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 4:5 4641 12-) • 14 Wav , / Oaf f A I lthl t�.2 Number of Parking Stalls Provided: Standard: Compact: \permits plus\ice changes \permit application (7-2004) Page 2 Existing Building Valuation: $ /25, °.'' Scope of Work (please provide detailed information): Will there be new rack storage? ❑ .. Yes jj.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *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. Handicap: Will there be a change in use? ❑ ....Yes CRI ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No 1f "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. PUBLIC WORKS PERMIT INFTION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District . ❑ ... Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided 0 .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which applv): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way User No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ .. .Water Main Extension Public \permits plus\icc changes \permit application (7 -2004) Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards „ • ❑ .. Abandon Septic Tank ❑ . Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ „ Call before you Dig: 1- 800 - 424 -5555 WO# WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip , w�.�r,.My� -,r»am Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU : 1 Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFOlATION -- 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name 1;1fr U C Mailing Address: Ito t. 3S Contact Person: tar , r 7 :0 44 Indicate type of mechanical work being installed and the quantity below: BUILDING OWNER OR AUT�RIZED AGENT: Signature: f/' Print Name: Rai/V16,4 1 Mailing Address: F. 0 ei OX 4.0R9- Date Application Accepted: 62-13 -O \permits pluAicc changes \permit application (7.2004) Date Application Expires: b -i3 -ate" Page 4 Taco City r Day Telephone: [733) 2.?! 0-02 State Zip Fax Number: X 25 ;) '72- Tao Z E -Mail Address: Contractor Registration Number: CAR/14414 Oba C.,C- Expiration Date: 4 Zact . * *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): $ 4, 000 Scope of Work (please provide detailed information): Bed 4.46 Use: Residential: New ...JR Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas Other: 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. Date: 1 21 13 Id*' Day Telephone: C2O6J 3S6 ' - 424' R rtftr, (414 yti - 7 City State Zip Staff Initials: i Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179001048 12225 47 AV S TUKW NG RESIDENCE R05 -00610 SKS 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description SKYWAY HOME IMPROVEMENT INC Payment Check 2332 CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description RECEIPT 401/386.550 000/345.830 000/322.100 000/342.400 000/345.830 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,813.00 Payment Date: 05/02/2005 02:06 PM Balance: $0.00 Amount 2,813.00 Account Code Current Pmts 2,088.00 10.00 250.00 12.50 12.50 60.00 15.00 340.00 25.00 Total: 2,813.00 D04 -440 APPROVED 12/13/2004 2720 05/02 9 716 Tam 2813.00 Printed: 05 -02 -2005 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: doc: Receipt Payment ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179001048 12225 47 AV S TUKW NG RESIDENCE R04 -01666 SKS 1165 TRANSACTION LIST: Type Method LINCOLN ALAN LOUIS / RAYMOND NG PROPERTY ACCOUNT Check 5081 BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: 1716 Amount 1,217.88 Current Pmts 735.38 478.00 4.50 Total: 1,217.88 D04 -440 PENDING 12/13/2004 1,217.88 12/13/2004 03:38 PM $0.00 Printed: 12 -13 -2004 Project: h �^ hh �� Co .- t p ` .. Type of Inspection: I t..) L., Address:. Date Called: Special Instructions: Date Wanted: .-. - • 12-- C,. 2.- awn- p.m. Requester: Phone No: 3 . 3 !r I - _7 514 e INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I'XlApproved per applicable codes. Corrections required prior to approval. COMMENTS: -4- 0 c-r k) 1...-4 ( ( F J / Ins tor: $ 8.00 REINSPECTION F E REQUIRED. P or to inspection, fee must be p�id at 6300 Southcenterblvd., Suite 100, Call to sechedule reinspection. pt No.: Date: COMMENTS: Type of Inspection OA It) Date Called: ' -2,1 � A p.4 tam 1), , c Lii- Spetial Instructions: 1 Requester `v�1'� 4 t) g;;, (iLu_Skll, f li (.k r'j1J C I4c r t � ( -- flulti 613""Q-1 c)1-.) k.) \s f . _s k p ! i - c ") F , ,( . , ^ 1 C 1 -tA t-,t3_ 6 J . l c...‹ ( 6 ( I () 6. ) A k A 4 1)1 C n /. J, t a-, X f\--"'1 Project: L .i. P ll A. I Type of Inspection Addres � Date Called: ' -2,1 � Spetial Instructions: Date Wanted: .. a.m. 1�--i �� (J S p.m• Requester Phone No: WWQ El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Corrections required prior to approval. Inspector: Date: IZ�l j; ,w- ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: N\ PERMIT NO. Project: - / A A A_ . Type of Inspection: T— t N tc*/......- 111111111111112*4454111/2 - Date Called: A . 6 • s: -- a.)-,a.r . 47 A c,. S eclat Instructions: ' - Date Wanted: i ,..., i (01 •1 i a.m 9 0 - P Requester: (73( 0 c rot Phone No: 2 33‘1 --- 5 S / 9 8 ci Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 L/ L PER NO. (206)431-3670 Ea Corrections required prior to approval. COMMENTS: aCtabCYCIL&Ck INIU-&-4`441 \ 4 ?LA 61 ) ( .00 REINSPECTION d at 6300 Southcenter )CA....2 • Receipt No.: Date: .■12 E REQUIRED. Prior to inspection, fee must be Blvd., Suite 100. Call to sechedule reinspection. Date: COMMENTS: / . ) l dYr., / r� . )rte 5 ,4 ,rr, i 4 , 4 , �J Address: 6 /?-22-6 4 .� A t_- f � ,/ 8,2 _ .i/T /7"— Date Called: PI f a t, Zr Pi1( ' L .I J / ,/ L ./ /.. Date Wanted: —r ' . � ...r Requester: -• .. /' /1L� J. Phone No: 1 /) Ai . _/d did 447 ''i . ' - . 1. 0 ', Ill 4- :t 1.-- . <7 E. ' 411 4.1,7 1 4 1'4 2 t"7"` /4 S mot, -- PI /4 'L, `7. 4� ✓ ✓/ Ii)/J /,l - c r/T - 7 -- � 6) Ti., , ,l /4 0---' Gt �Y�� f/I - q Yom/ Project: A/ Type of Inspection: CC ..�iCC�1 )rte Address: 6 /?-22-6 4 6. Date Called: Specia nstructions: Date Wanted: —r -2. a.m. Requester: Phone No: Cyy INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ID Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3 Corrections required prior to approval. 217, P ') $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: Date: - 2% - ( 0 Receipt No.: Date: .ic COMMENTS: Type of Inspection: A t4) 0 6 itJ ‘ 4-1 Addr ' ' g r� ` 2/7/4 - -# D - 211 F (4,4/i2/2 -# (/yl 660e4 a- /f j/ 6 . S-ee 11-116/ M rn l n0/42.0 ,,.,1 ) 4141 e -44 i)0 /tee {4 01471.0./ 2/1/6 /3 /f 7` X We'll Z13/6k) , /Wxi Requesi ` No: - 7-Mk A4,4 64.44-frk. Prolt: r Type of Inspection: A t4) Addr ' ' g r� ` Date Called: Special Instructions: L 0 (- 2 41 Date Wanted: V OC a.m. P.m. Requesi ` No: Phone 33 t ( 7Y t ( , Approved per applicable codes. Receipt No.: Date: boy -ygo 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 El Corrections required prior to approval. Inspector: Date: _ // ,(246 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: !� / •(0S I de it ( . c Type of inspectio W7r) f Address: v / ' e2R 9 S Date Call f/ / Special Instructions: / yI . fe ed c./ )�, �%' �� PeE,e,Jt ftek Date Wanted: a.m oe' /i5 /off p.m. Requester o 11 le : ? G =f Phone No: Ro6 - 33 V-- 75y? l�. w 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. Inspector: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: �fj,A S "./t � /)m&,(. ,u,�r /(Qa,�c /7) Abe �e�r Nd rt-r7Pa Oy GG� -clz J� a o—l.. " ),.4 Date: ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Projec 6 Type of Inspection: kJ AA 4° Address: IV7 i il 714 AP . Date Called: 017/0 S Special Instructions: Date Wanted: t. k ■./ a.m. P.m. Requester: Phone No: L • • 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 Ei Approved per applicable codes. PERMIT NO. El Corrections required prior to approval. COMMENTS: 0 1/ 0. 5 t c Inspector: Date: 1( E1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: -.) pro: ke,S ffic lei , Type ofinsgecticr:, Adc44s: /22Zrc 1 / - 24 litle Sb Date Called: ...--- Special Insiructions: - Date Wan d 0 4 /0 S ---- a.m. p.m. RequesN: 6 Phone No: c 23 5/- 7M •.; • ••' • . • .• . • .. : • • • PE INS NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 - T6Oproved per applicable codes. Corrections required prior to approval. COMMENTS: Date* 2- e?...5 8.00 REINSPECTION FEE EQUIRED. P • r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1Q. Call to sechedule reinspection. Receipt No.: re: PER (206)431-3670 14, Project: / 6� 5 <e,tO�7 Type of Ins r� SCj(! Addr : �Jj 5 �'z Da te Called: Special Instructions: Date Wanted: a.m. p.m. Request d Phone y X 3 1 7517 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /.! 4 (<6. 6 Inspecto R Date: + $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ors Pr .'e t: �► i `4d /. Typ if Inspection'" hli1 I A Ad r.e s: Dat Ca ed 04) Sp cialInstructions: It Date Wanted: 7 ( /Q J . . a. (p Requester: 1` PO (S�t'. Mine No 0 /0 7 15Z-P - ./07,X El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 206 431 -3670 Corrections required prior to approval. COMMENTS: / J £6 1 / tr/'[ _s 62 L -' "�•f� p ct 4 ( r - / cf fe" Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: • I: ' COMMEN ( D fit' - % / k; ' �'6 . v- 7 ), i '-, 7" < L rA # Date Called: 2-) �,r rp&__ , &-ee 4 oo, _G.-, (C-4---- .__-,/---?.._/4 iJ /AQ.,- 4 '7�i ` �-C_ - /Gi�.r �O/1 `�`'� 0!' r ' & c -: . C • . a ✓ 7 J'--- 5 14,#. 1/ /', f j -j—l"r. e 0 ,01602v, ...s. A .--, i y- /, -- e 5 71'4rr -ti-7 7- C,':// r (5 3, _.50'2_ Pr ' ct: Type of nspection:' Ad r s <.71 5' 141 AV { s, Date Called: 105 Sp ial Instructions: Date Wanted: ! a.m. Requester: l � r � Pht e,(`{ : /- t `Q Inspector: " INSPECTION RECORD Retain a copy with permit INSPECTFON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. Date: ,+- KI Corrections required prior to approval. ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: i Project: A) Residence_ end, e_ Type of Inspection: jram'j Address; ✓ 12225 7 �tve S D Called: /� 7 - 5'05 Special Instructions: Date Wanted: '1- P.m. Requester: l e, l Phone No: 206 _356 /0.5 INSPECTION RECORD Retain a copy with permit INSPUCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Polf_Lk o -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ? /Ge) r� ✓mac X7 ;5;- -- 1 47‘ Date: 8.00 REINSPECTION 5EE REQUIRED. Priol'to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: `Type of Inspe ion: L /�� 1 ) ' 01 DC L 0 lak+ t ' 17\ c j (r- 0 Fe tA '1 to ct tii d- ` ct ( j (') V A 4--\-. C.. 1R (1 r i nee ct ,c) (-P- c..t.r-c., (....oct.1,( „ 2) ` =' re, \r, , tro p r 1 cv? 1 h vv E'�-t- .. t \A 4- i +n c' - Ora co 6, ( �Cl 4 ^,, L 'S T ri € r t r e Lt r t. Pro : A .� ' I i `Type of Inspe ion: L /�� Addres •41x Date Called: . 711`41°45." :.. '� Date Wanted. !]� a;m. 7 4 1 5 �1 _ ( p.mi I 1 eta - . 7i Special Instruction Requeste . L� d L al Phonl 6 `9 J . )so r cQ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (20 • )431 -3670 D Approved per applicable codes. corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: Date: Receipt No.: Date: sb COMMENTii3O o 2N /F /wV rii. .. ! b )vS in ! -I.. I?., l oh4/v, a /4-/ Rai % -.... - N e� 2 rA ot//7 %6 P i& J) ' N y -/- -l moo, IDd 9:4(0- , ;f l,7LP A/C e S - b rl'M(• - Its :3JA,)(PhV6D!5 n/ © D ( 6 ��a0 i 5 e' s JA //, /3Mayvi pit . ) sJr ,4p 40Rosc bJ��t - „ J t� ),-/- � �.. /� - 1 ,O /2/ 01 6 In ,1 ( ,o . c /_q / / Y'j,7 7 / e/vt.I _' 5 j /3'1"0 0,z ig- ol., e , 1;;4 . CA-Jlq 2C 2/,'-/ ("/ i ii„a) /7 s /1') 11 to A A- C„ p 5, i e );{ ,i - 3 s 0 /.0 L v R/1110 , VT - /(P Ai c.(J v // . 6) r i/g78/i I6. i/Vivv /1 /9-vr 6 /t/ t 21, Proj c Type;'of Inspet� I 1 Addre 47t y fivc.,s Date Called: / 13 Special Instructions: i 7 Jr Date Wanted: 7/ � �• p. m. Requester: N Phone No: J ,-36b ..3 - - l(, g Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM DO4- 440 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA''98188 (206) 31 -3670 Corrections required prior to approval. :00 REINSPECTION F E REQUIRED. Prio o inspection, fee must be d at 6300 Southcente • Blvd., Suite 100 all to sechedule reinspection. Re eipt No.: Date: 2/ Date: trS COMMENTS: 1102 ti -rw IFJS a 7 k.1?eo- 1- ,1-1 3 s Date Called: t I 6 �, 0 a ..6 . 1 C;)_., i fQ -D!.c► o $ t` (3--Ni v- r° oR -e'd S. -'t ✓ 1 in -t 0 (4 6 :~ -- 7 1 1.A (1- ) )x Phone No: 2 -- o iR —. S (r) --j (tee ProjecA: ) Type o nspec do .. . Ad1r s: 4 t - " 3 s Date Called: t I 6 �, Special Instructions: Date Wanted: ` J I0c p.rYT: Requester: Phone No: 2 -- o iR —. S (r) --j (tee 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . 51Approved per applicable codes. o r: 5 : .00 REINSPECTION a d at 6300 Southcen r An� C. 4 _4 ED Corrections required prior to approval. d0 Date: 7 / EE REQUIRED. Prior to inspection, fee must be r Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: Date: DESIGNS UNLIMITED. STOCK PLANS • CUSTOM DESIGN FILE COPY Gravity Load Analysis' PLAN# 1254A/1 Beam Calculations using Beam Chek 2.4 Software and/or TJBeam 6.10 Software 12/2/2004 REVIEWED FOR CODE COMPLIANCE pzel, APR 1 1 Z005 r3f 01,..1 C•17 , g C EIVED • ' n n DEC I c) 4. 0 2[304 PERMIT CENTER w q- w es 19613 • 81 st Ave S • Suite F • Kent WA 98032 • (253) 872-2580 • Fax: (253) 872-3649 • com • • 1254A/1 IN UPPER FLR AT STAIR Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads d R1 = 626 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 BEAM 1 Prepared by: DSF 1 -3 /4x 9 -1/2 1.9E TJ Microllam® LVL Min Bearing Area R1= 0.8 in R2= 1.3 inz DL Defl <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.25 ft 4.27 # 27 # 1255 '# L / 240 L / 360 Reaction 1 LL 490 # Reaction 1 TL 626 # Maximum V 992•# Max V (Reduced) 681 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 783 # 992 # Section (in Shear (in TL Defl (in) 26.32 5.61 OK 21% 16.63 3.59 OK 22% 0.04 0.31 OK 12% 0.03 0.21 OK 14% Fb (psi) Uniform LL: 40 H Fv (psi) 80 270 LL Defl E (psi x mil) Base Values 2600 Base Adjusted 2684 285 285 1.9 1.9 750 750 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.032 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 CI Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 50 = A Par Unif LL Par Unif TL Start End H = 100 I = 338 Uniform Load A SPAN = 6.25 FT Uniform and partial uniform Toads are lbs per lineal ft. Date: 11/30/04 R2 = 992 Fc (psi) 0 3.5 3.5 6.25 Z = Z . re W 6 U O N W : J H N W O g Q. N om ' = W Z � Z 1- W U � 0- C]1- W W H W U = O ~' Z 4 1254A/1 IN UPPER FLR AT HALL Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 845 BeamChek v2.4 licensed to: Designs Unlimited Reg #8101-1456 NDS '91 Min Bearing Area Section (in Shear (in TL Defl (in) Fb (psi) Uniform LL: 380 BEAM 2 Prepared by: DSF 4x 10 HF #2 Lu = 0.0 Ft R1= 2.1 in R2= 2.1 in DL Defl <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 3.5 ft 7.87 # 28 # 739 '# L / 240 L / 360 Reaction 1 LL 665 # Reaction 1 TL 845 # Maximum V 845 # Max V (Reduced) 473 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 665 # 845 # LL Defl 49.91 8.70 OK 17% 32.38 9.46 OK 29% 0.01 0.18 OK 3% <0.01 0.12 OK 4% Fv (psi) E (psi x mil) Base Values 850 Base Adjusted 1020 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 475 = A Uniform Load A SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Date: 11/30/04 R2 = 845 Fc I (psi) W fY g 00 • CD u) W: J H N u_ W § . J • ¢ IW . Z �. I- a Z F-. de p` U O — U. W • W O . W Z — = . O H z 1254A/1 IN UPPER FLR AT EXT. WALL Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1620 BeamChek v2.4 licensed to: Designs Unlimited Reg # 8101 -1456 4x10 HF #2 Lu = 0.0 Ft NDS'91 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 7.0 ft 7.87 # 55 # 2835 '# L / 240 L / 360 Reaction 1 LL 866 # Reaction 1 TL 1620 # Maximum V 1620 # Max V (Reduced) 1263 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 866 # 1620 # Section (in BEAM 3 Prepared by: DSF R1= 4.0 in R2= 4.0 in DL Defl 0.04 in Shear (in TL Defl (in) 49.91 33.35 OK 67% 32.38 25.26 OK 78% 0.08 0.35 OK 24% 0.04 0.23 OK 19% Fb (psi) Uniform LL: 248 Fv (psi) LL Defl E (psi x mil) Base Values 850 Base Adjusted 1020 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 455 = A Uniform Load A SPAN = 7 FT Uniform and partial uniform Toads are lbs per lineal ft. Date: 11/30/04 R2 = 1620 Fc I (psi) • DESIGNS UNLIIVIITED STOCK PLANS • CUSTOM D E S I G N FILE COPY Lateral Load Analysis Plan — 1254A/1 Per 1997 UBC Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 06/04/00 The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. 6 --.20 .—oa ^ns. RF_'VIE\.+VET.} FOR CODE COMPLIANCE yp y • APR 1 1 ZOO • rI N O F RECEIVE() DEC 1 3 PERMIT CEN rEri 19613.81st Ave S ■ Suite F Kent, WA 98032 1 (253) 872 -2580 ■ Fax: (253) 872 -3649 • Email: designstudio @designsunlimited.com • •. DESIGNS UNLIMITED STOCK PLANS • CUSTOM D E S I G N To building inspector of concern: This letter is in regards to plan 1254A/1 for Peach Tree Development. It has come to our attention that the Engineering call out on the plans in the Upper Floor bathroom was not installed correctly. The problem is that the bathtub is not making it physically possible to install the engineering as it was called out. The most timely, and cost effective solution, is to change the lateral calculations to show a shorter shear wall. This new shear wall could be installed around the bathtub. The following Lateral plots are from the original submittal and the fix for the new shear wall. The change in the length of the shear wall in question, has not affected any other shear wall in the Lateral calculations. If you have any questions please call me. Thank You, Chad Ingham with Designs Unlimited. (253) 872 -2580 • ■ • 19613 .81st Ave S ' Suite F ■ Kent, WA 98032 ■ (253) 872 -2580 I Fax: (253) 872 -3649 • Email: designstudio @designsunlimited.com • ..... w. ra_... c... ir:. tt:..,..; 1: e�+:,: asC ;+Hutt Chun. �,. istn�, �A: ry �n; ��,. v<. wr: :�.:.�+..3ui %r+wt.c.ss ,.+....... ..v, .. an lien aiq l, wnwix . ew spaaox3— ( ,alouu0 uOSdwTS ] satoa III +a, 7 [ uMOpjOH aiy- 16uO.X$ uosdwxS ] =[ saioa S III X 1 [ xOg POT JM EuTLEVeai{S .19TJL ] • • • • T: • • • £ Z • T7 i 1 1 1 ObS L'8£ 07£ fir T- tIiSET 000E -S0 -90 u £•bT S : f+ao; S T NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SuMOP IOH T 0'ST O £ 1:17.1 $ T t L 1 T -UtSET 000E -50 -90 • an ipn a ige4 wnw ixew spaaoxa -* C .a; ouu3 uosdw t s ] : s4n.x4 S satoad III aD ] C uMopioH aiy- Buo,a3S uosdwIS ] : suMoppioH =IC sa t oadS III '9 ] C xog POT in Bu tg4vaiiS .. 9T %L ] : s i TeM T VO . ..............E un • • • T 0 a iT t1 814 A T : f,x o; S 4- X NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Designs Unlimited Time : 09:53:01 Date : 06 -05 -2000 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 1 1 3 1 1 2 1 2 3 1 1 2 2 1 3 1 1 2 3 1 2 1 1 2 4 1 3 2 2 2 5 0 - - - 1 1 1 3 1 1 1 1 2 3 1 1 1 2 1 3 1 - 1 2 2 3 1 - 1 3 1 8 5 5 1 5 0 - - * Exceeds table capacity - None required WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HFlOC.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL Designs Unlimited Time : 09:53:01 Date : 06 -05 -2000 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 A 1 1 2 A 2 1 - 2 B 1 2 2 C 1 1 Exceeds table capacity None required 1 A 1 1 - 1 1 A 2 3 1 1 1 A 3 3 1 1 A 4 1 1 B 1 2 1 C 1 1 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HF10C.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL Designs Unlimited Time : 09:53:02 Date : 06-05-2000 Ht (ft) 8.1 - 8.9 - SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Occupancy Cat. = 4 Soil Profile = D Period = 0.17 Snow Factor = 0.25 R Y-Axis = 4.5 BSF Y-Axis = 0.200 R X-Axis = 4.5 BSF X-Axis = 0.200 WIND DATA: 1997 UBC1 Wind Exposure Wind Speed Structure Imp Factor Story 2 Story 1 = B = 80 Encl/Unencl = 1.00 Load Summary Level (K) DL -- 2 - 21.8 -- 1 - 24.9 -- Base Total Z = 0.30 I = 1.00 Ca= 0.36 WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 1 of 7 II to Y II to X Seis Wind DL Seis Wind 5.9 5.3 17.1 4.4 1.4 3.5 6.2 15.3 2.1 1.7 9.4 11.5 6.5 3.1 Designs Unlimited Time : 09:53:02 Date : 06-05-2000 INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Z Dis Dis Dis Ht Shear Holddown DL Span Width Span 11 (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) *-A! re 5 6 = WALLS Parallel to Y-Axis X X Y 00 cop Story 2 W W W X Line 1 ._.11_ Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 1.5 6.0 co LL, Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 1.5 0.0 u j 0 Line 2 Wall 1 14.3 14.3 0.0 8.1 9.5 9.5 0.015 0.0 0.0 0.0 g5 u.< Line 3 CO Wall 1 32.0 33.0 0.0 8.1 8.0 8.0 0.015 0.0 0.0 0.0 ya I-- III Line 4 i ' zt- Wall 1 38.7 38.7 0.0 8.1 8.0 8.0 0.015 0.0 1.5 0.0 _ i--0 Line 5 Z I- W Lu Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 1.5 0.0 :ED Story 1 D (3 ° CO Line 1 0- Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 6.0 6.0 W Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 6.0 0.0 m i-- Line 2 Wall 1 14.3 12.3 0.0 8.1 8.3 8.3 0.015 0.0 9.0 2.7 Z cii 0 Wall 2 14.3 18.3 0.0 8.1 8.3 8.3 0.015 0.0 10.0 2.7 0 Line 3 -I i- 1 ... Wall 1 32.0 32.0 0.0 8.1 8.5 8.5 0.015 0.0 7.8 0.0 0 z Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 0.8 0.0 • WALLS Parallel to X-Axis Y Y X WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 2 of 7 Story 2 Line A Wall 1 0.0 0.0 0.0 8.1 20.0 20.0 0.015 0.0 9.0 4.0 Wall 2 0.0 0.0 24.0 8.1 30.0 30.0 0.015 4.0 9.0 0.0 Line B Wall 1 12.0 12.0 38.7 8.1 15.3 15.3 0.015 0.0 7.5 0.0 Line C Wall 1 15.0 15.0 0.0 8.1 38.7 38.7 0.015 0.0 9.0 0.0 Story 1 Line A Wall 1 0.0 0.0 0.0 8.1 6.5 6.5 0.015 0.0 0.8 4.0 Wall 2 0.0 0.0 10.5 8.1 5.2 5.2 0.015 4.0 0.8 2.0 Wall 3 0.0 0.0 17.7 8.1 4.3 4.3 0.015 2.0 0.8 6.0 Wall 4 0.0 0.0 28.0 9.4 26.0 26.0 0.015 6.0 6.0 0.0 Line B Wall 1 12.0 12.0 35.0 9.4 19.0 19.0 0.015 0.0 6.0 0.0 Line C IXOWSZSZZOTZMOS22:22=2=223:il Designs Unlimited Time : 09:53:02 Date : 06-05-2000 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 3 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X-Axis Y Y X Wall 1 15.0 15.0 7.2 8.1 21.5 21.5 0.015 4.0 0.8 2.0 , • , ,Z11 Designs Unlimited Time : 09:53:02 Date : 06-05-2000 LINES Parallel to Y-Axis INPUT DATA - Diaphragms WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 4 of 7 Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) Roof Level Lines 1 2 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 2 3 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 3 4 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 4 5 12.0 0.020 0.000 0.025 0.0 R 0.015 7 7 Level 1 Lines 1 2 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 2 3 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 3 5 12.0 0.015 0.000 0.000 0.0 R 0.015 LINES Parallel to X-Axis Roof Level Lines A B 54.0 0.020 0.000 0.025 0.0 N 0.015 P3 Lines B C 38.7 0.020 0.000 0.025 0.0 N 0.015 P1 Level 1 Lines A B 54.0 0.015 0.000 0.000 0..0 N 0.015 ' Lines B C 38.7 0.015 0.000 0.000 0.0 N 0.015 1 4- 6 re 2 6 = _1 0 O 0 vs 0 co tu x w u_ u j 0 1 a ;T: ui Z Z tu ..z • c O - 0 1- ui uj I I 11 4: 0 0 - 0 z • Designs Unlimited Time : 09:53:02 Date : 06-05-2000 OUTPUT DATA - Shear Walls and Holddown Forces Story 2 Redundancy Factor 1.00 Ln 1 0.6 0.7 WALLS Parallel to Y-Axis Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) Wall 1 0.064 0.081 1.8 0.0 0.0 0.4 0.4 Wall 2 0.064 0.081 1.8 0.0 0.0 0.4 0.4 Ln 2 1.3 1.6 Wall 1 0.136 0.171 0.9 0.0 0.6 1.0 1.0 Ln 3 1.0 1.2 Wall 1 0.123 0.155 1.0 0.0 0.6 0.9 0.9 Ln 4 1.3 1.8 Wall 1 0.166 0.219 1.0 0.0 0.7 1.4 1.4 Ln 5 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 Story 1 Redundancy Factor 1.00 Ln 1 0.9 1.5 Wall 1 0.102 0.171 1.8 0.0 0.0 1.5 1.2 Wall 2 0.102 0.171 1.8 0.0 0.0 1.2 1.5 Ln 2 2.1 3.5 Wall 1 0.124 0.208 1.0 0.0 0.0 0.9 0.8 Wall 2 0.124 0.208 1.0 0.9 0.9 0.9 0.7 Ln 3 3.7 6.5 Wall 1 0.435 0.766 1.0 0.0 1.9 5.5 5.5 Ln 5 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 -- WALLS Parallel to X-Axis Story 2 Redundancy Factor 1.00 Ln A 1.3 0.6 Wall 1 0.027 0.012 0.4 0.0 0.0 - Wall 2 0.027 0.012 0.3 0.0 0.0 -- Ln B 1.6 0.7 Wall 1 0.103 0.045 0.5 1.7 0.0 -- Ln C 0.2 0.1 Wall 1 0.006 0.003 0.2 0.0 0.0 -- Story 1 Redundancy Factor 1.00 Ln A 1.9 ' 1.3 Wall 1 0.046 0.030 1.2 0.0 0.0 0.0 Wall 2 0.046 0.030 1.6 0.0 0.0 0.1 0.1 Wall 3 0.046 0.030 1.9 0.0 0.0 0.2 Wall 4 0.046 0.030 0.4 0.0 0.0 Ln B 2.3 1.5 Wall 1 0.122 0.081 0.5 0.7 0.0 Ln C 0.4 0.3 Wall 1 0.017 0.013 0.4 0.0 0.0 WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 5 of 7 02 1 4 ._ z w 6 D 0 w WI w 0 § u. < co D Zi- ' I- 0 Z I- LL! LEJ 2 n 0 SI a I-- w u j Ili co 0 - 0 Designs Unlimited Time :.09:53:02 Date : 06 -05 -2000 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis- Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 6 of 7 S- Support required beneath holddown M- Manaul input of holddown 6 UO W = ` to I O, LLQ: Z I- o Z Dc D a . 0 co i W • W .. - O U N F. Z Designs Unlimited Time : 09:53:02 Date : 06-05-2000 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force Z --- Seismic Wind Left Right Left Right Max at II-: it- Z j W (Kips) (Kips) (K1f) (Klf) (Klf) (Klf) (Kip) .xxL DC 2 6 n , LINES Parallel to Y-Axis -J 0 0 0 tn 0 Roof Level w la Lines 1 2 1.0 1.62 1.45 0.05 -0.05 0.05 -0.05 0.2 .50 11.1 X -- I-- Lines 2 3 1.2 2.00 1.80 0.07 -0.07 0.06 -0.06 0.3 .50 Lines 3 4 0.4 0.76 0.68 0.03 -0.03 0.02 -0.02 0.0 .50 u j 0 n Lines 4 5 1.3 1.48 1.41 0.12 0.00 0.12 0.00 0.9 .00 g -1 Level 1 Lines 1 2 1.0 0.96 1.63 0.03 -0.03 0.05 -0.05 0.2 .50 a e 0 Lines 2 3 1.2 1.19 2.02 0.04 -0.04 0.07 -0.07 0.3 .50 I- Lli Lines 3 5 1.8 1.34 2.51 0.22 0.00 0.36 0.00 0.4 .00 ' zi- x ' F-0 z I- ILI ui LINES Parallel to X-Axis 2:) D a Roof Level ° co Lines A B 0.2 3.72 1.18 0.03 -0.03 0.01 -0.01 0.1 .50 0-- Of-- Lines B C 0.1 0.69 0.21 0.01 -0.01 0.00 -0.00 0.0 .50 Level 1 Ic.) i-- Lines A B 0.2 1.73 1.36 0.02 -0.02 0.01 -0.01 0.0 .50 i Lines B C 0.1 0.34 0.34 0.00 -0.00 0.00 -0.00 0.0 .50 , Z co 0_ z WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 7 of 7 Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height Seismic Wall Force: 0.289 OTM 2.780 Uniform DL: 0.030 Header DL : LT 0.000 RT Max Down LT -0.618 RT Res Moment: LT 1.381 RT Holddown LT 0.311 RT Story 2 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story. 2 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 2 Height 8.1 SW Len Seismic 0.289 2.780 0.030 LT 0.090 RT 0.000 LT -0.708 RT -0.618 LT 1.745 RT 1.381 LT 0.230 RT 0.311 Wall 1 Height Seismic 1.291 11.395 0.000 LT 0.000 RT 0.000 LT -1.199 RT -1.199 LT 4.934 RT 4.934 LT 0.680 RT 0.680 Story 2 Line 3 Wall 1 Height 8.1 Seismic Wall Force: 0.985 OTM 8.763 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -1.095 RT -1.095 Res Moment: LT 3.499 RT 3.499 Holddown LT 0.658 RT 0.658 Story 2 Line 4 Wall 1 Height 8.1 SW Len Seismic Wall Force: 1.329 OTM 11.556 Uniform DL: 0.030 Header DL : LT 0.000 RT 0.000 Max Down LT -1.445 RT -1.445 Res Moment: LT 4.363 RT 4.363 Holddown LT 0.899 RT 0.899 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 * * * * * * * * ** 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Wind 0.364 2.945 0.019 0.090 LT 0.000 RT 0.056 -0.708 LT -0.655 RT -0.711 1.745 LT 0.951 RT 1.120 0.230 LT 0.443 RT 0.406 4.5 HD Len 4.5 Wt 0.015 Wind 0.364 2.945 0.019 LT 0.056 RT 0.000 LT -0.711 RT -0.655 LT 1.120 RT 0.951 LT 0.406 RT 0.443 8.1 SW Len 9.5 HD Len 9.5 Wt 0.015 Wind 1.627 13.183 0.000 LT 0.000 RT 0.000 LT -1.388 RT -1.388 LT 3.673 RT 3.673 LT 1.001 RT 1.001 SW Len 8.0 HD Len 8.0 Wt 0.015 Wind 1.241 10.052 0.000 LT 0.000 RT 0.000 LT -1.256 RT -1.256 LT 2.605 RT 2.605 LT 0.931 RT 0.931 8 0 HD Len 8.0 Wt 0.015 Wind 1.753 14.196 0.019 LT 0.000 RT 0.000 LT -1.775 RT -1.775 LT 3.005 RT 3.005 LT 1.399 RT 1.399 FS Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 Story 2 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Story 1 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.000 RT 0.270 LT 0.000 RT 0.270 Max Down LT -0.927 RT -1.197 LT -1.388 RT -1.658 Res Moment: LT 1.927 RT 3.021 LT 1.435 RT 2.249 Holddown LT 0.499 RT 0.256 LT 1.069 RT 0.889 Story 1 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -1.197 RT -0.927 LT -1.658 RT -1.388 Res Moment: LT 3.021 RT 1.927 LT 2.249 RT 1.435 Holddown LT 0.256 RT 0.499 LT 0.889 RT 1.069 Story 1 Line 2 Wall 1 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.135 0.135 Header DL : LT 0.000 RT 0.182 LT 0.000 RT 0.182 Max Down LT -1.104 RT -1.286 LT -1.684 RT -1.867 Res Moment: LT 7.952 RT 9.313 LT 5.920 RT 6.933 Holddown LT 0.146 RT -0.018 LT 0.971 RT 0.849 Story 1 Line 2 Wall 2 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.150 0.150 Header DL : LT 0.000 RT 0.203 LT 0.000 RT 0.203 Max Down LT -1.104 RT -1.307 LT -1.684 RT -1.887 Res Moment: LT 8.417 RT 9.929 LT 6.266 RT 7.392 Holddown LT 0.090 RT -0.092 LT 0.929 RT 0.794 Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WALLS Parallel to Y -Axis Story 1 Line 3 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 5 Wall Force: OTM Uniform DL: Header DL Max Down . Res Moment: Holddown . Wall 1 Height Seismic 3.699 30.801 0.117 LT 0.000 RT LT -3.624 RT LT 7.754 RT LT 2.711 RT Wall 0 Height Seismic 0.000 0.000 0.012 LT 0.000 RT LT -0.000 RT LT 0.000 RT LT -0.000 RT WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 3 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Wind 6.511 52.741 0.117 0.000 LT 0.000 RT 0.000 -3.624 LT -6.205 RT -6.205 7.754 LT 5.773 RT 5.773 2.711 LT 5.526 RT 5.526 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.012 0.000 LT 0.000 RT 0.000 - 0.000 LT 0.000 RT 0.000 0.000 LT 0.000 RT 0.000 - 0.000 LT -0.000 RT -0.000 Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 4 Story 2 Line A Wall 1 Height 8.1 SW Len 20.0 HD Len 20.0 Wt 0.015 Z Seismic Wind = H W all Force: 0.531 0.237 cC w OTM . 6.273 1.919 D _J Uniform DL: 0.180 0.113 U Header DL : LT 0.000 RT 0.360 LT 0.000 RT 0.226 00 Max Down N LT -0.314 RT -0.674 LT -0.096 RT -0.322 aow Res Moment: LT 54.270 RT 60.750 LT 31.447 RT 34.481 _1 H Holddown LT -2.400 RT -2.724 LT -1.476 RT -1.628 co L- w O Story 2 Line A Wall 2 Height 8.1 SW Len 30.0 HD Len 30.0 Wt 0.015 Seismic Wind Q . Wall Force: 0.797 0.355 co d OTM : 9.410 2.878 1 1_2 Uniform DL: 0.180 0.113 ~ _ ' z (- Header DL : LT 0.360 RT 0.000 LT 0.226 RT 0.000 • i-.0 Max Down LT -0.674 RT -0.314 LT -0.322 RT -0.096 Z F- Res Moment: LT 131.827 RT 122.107 LT 75.306 RT 70.756 2 �, Holddown LT -4.081 RT -3.757 LT -2.414 RT -2.263 U 0 co O- Story 2 Line B Wall 1 Height 8.1 SW Len 15.3 HD Len 15.3 Wt 0.015 w Seismic Wind z 0 Wall Force: 1.576 0.696 �F OTM 14.273 5.636 O . Z . Uniform DL: 0.150 0.094 v co Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 1 F ; Max Down LT -0.933 RT - 0.933 LT -0.368 RT -0.368 O Res Moment: LT 28.600 RT 28.600 LT 16.924 RT 16.924 z... Holddown LT -0.936 RT -0.936 LT -0.738 RT -0.738 Story 2 Line C Wall 1 Height 8.1 SW Len 38.7 HD Len 38.7 Wt 0.015 Seismic Wind Wall Force: 0.248 0.104 OTM 5.814 0.839 Uniform DL: 0.180 0.113 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.150 RT -0.150 LT -0.022 RT -0.022 Res Moment: LT 203.199 RT 203.199 LT 117.746 RT 117.746 Holddown LT -5.100 RT -5.100 LT -3.021 RT -3.021 Story 1 Line A Wall 1 Height 8.1 SW Len 6.5 HD Len 6.5 Wt 0.015 Seismic Wind Wall Force: 0.301 0.197 OTM 3.078 1.594 Uniform DL: 0.012 . 0.012 Header DL : LT 0.000 RT 0.024 LT 0.000 RT 0.024 Max Down LT -0.474 RT -0.498 LT -0.245 RT -0.269 Res Moment: LT 2.538 RT 2.679 LT 1.890 RT 1.994 Holddown LT 0.083 RT 0.061 LT -0.045 RT -0.061 0 F-. Designs Unlimited Time : 09:53:04 Date : 06 -05 -2000 WALLS Parallel to X -Axis Story 1 Line A Wall 2 Height 8.1 SW Len Seismic Wall Force: 0.241 OTM 2.462 Uniform DL: 0.012 Header DL : LT 0.024 RT 0.012 Max Down LT -0.498 RT -0.486 Res Moment: LT 1.737 RT 1.681 Holddown LT 0.140 RT 0.150 Story 1 Line A Wall 3 Height 8.1 SW Len Seismic Wall Force: 0.199 OTM 2.036 Uniform DL: 0.012 Header DL : LT 0.012 RT 0.036 Max Down LT -0.486 RT -0.510 Res Moment: LT 1.157 RT 1.250 Holddown LT 0.204 RT 0.183 Story 1 Line A Wall 4 Height 9.4 SW Len Seismic Wall Force: 1.204 OTM 14.765 Uniform DL: 0.090 Header DL : LT 0.270 RT 0.000 Max Down LT -0.838 RT -0.568 Res Moment: LT 76.588 RT 70.270 Holddown LT -2.378 RT -2.135 Story 1 Line B Wall 1 Height 9.4 SW Len Seismic Wall Force: 2.314 OTM 24.266 Uniform DL: 0.090 Header DL : LT 0.000 RT 0.000 Max Down LT -1.277 RT -1.277 Res Moment: LT 37.526 RT 37.526 Holddown LT -0.698 RT -0.698 Story 1 Line C Wall 1 Height 8.1 SW Len 21.5 HD Len 21.5 Wt 0.015 Wind 0.273 2.215 0.012 LT 0.024 RT 0.012 LT -0.127 RT -0.115 LT 21.019 RT 20.846 LT -0.875 RT -0.867 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown Seismic 0.368 5.101 0.012 LT 0.024 RT 0.012 LT -0.261 RT -0.249 LT 28.234 RT 28.002 LT -1.076 RT -1.065 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 5 5.2 HD Len 5.2 Wt 0.015 Wind 0.157 1.275 0.012 LT 0.024 RT 0.012 LT -0.269 RT -0.257 LT 1.293 RT 1.251 LT -0.003 RT 0.005 4.3 HD Len 4.3 Wt 0.015 Wind 0.130 1.055 0.012 LT 0.012 RT 0.036 LT -0.257 RT -0.281 LT 0.861 RT 0.931 LT 0.045 RT 0.029 26.0 HD Len 26.0 Wt 0.015 Wind 0.787 7.401 0.090 LT 0.270 RT 0.000 LT -0.555 RT -0.285 LT 57.016 RT 52.312 LT -1.908 RT -1.727 19.0 HD Len 19.0 Wt 0.015 Wind 1.545 14.525 0.090 LT 0.000 RT 0.000 LT -0.764 RT -0.764 LT 27.936 RT 27.936 LT -0.706 RT -0.706 Designs Unlimited Time : 09:53:04 Date : 06 -05 -2000 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis z LEFT END SEIS WIND 1 Z` X Y Lt Lt W Dis Dis HD HD n 6 Story Line Wall ft ft K K U' U O; u) 0 ; N W :. 2 1 1 0.00 0.00 0.31 0.44 _1 t 1 1 1 0.00 0.00 0.81 1.51 N u_ W O 2 1 2 0.00 10.50 0.23 0.41 3 : g 1 1 2 0.00 10.50 0.49 1.29 ' N d = W _ . Z1-. I- O Z I- W W D p O co O I-- W UJ ' . . H V - ~O U en O IT. Z Designs Unlimited Time : 09:53:05 Date : 06 -05 -2000 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES Q RIGHT END OF SHEAR WALL Walls Parallel to Y axis Z RIGHT END SEIS WIND z H;. X Y Rt Rt re 2 ' Dis Dis HD HD Story Line Wall ft ft K K _J v : 00 col CD U) la 2 1 1 0.00 4.50 0.23 0.41 -J H 1 1 1 0.00 4.50 0.49 1.29 N u�; W O' 1 2 0.00 15.00 0.31 0.44 i'.ii 1 2 0. 0 0 15.0 0 0.81 1.51 . N n . = a F- _ :Z F H O ', Z F- '. W uj D 13 0 O - • pc1.9 .,/dlit4 'cepa EAS .1 at,/ 877: . Grantoe: Page • • .• ;:' • • •. rt ccat Grargee/Beneficiaiy: rn51 biAo and WAN 1^4t Above thie-line:reseried for Reqorder's:pse JOINT SIDE SEWER EASEMPNT AND .AGREEMENT 22-2:j Pam er • • .... . ... . DoCirneeit Re Number(s).: . S.6ction/Tolitinsffip/Kange: : ? . ‘ c Z : C ..:::.. , .:. ...••:,.... _ Aesessor's TakParcerNurOer(s): 0( 90 I 0 Li 6 . Abbrklated LeigalS)eOrip ;:, . 004 5 op Al let/14.0,a\ — :• - 1 t Ad4il-iov; .. ..4 2 . lin ...::::,. .,..:. 1 . n . vtlitir."e_. 12:: of f:P1ON. e- 0E. k_C county AtAd 1 VC2r .41: . .ii ... (44 CooNkt • .:. , .. oc t.11 1 t-ek-si-e-tc Vid-9 : .. .. . .... :: ....:..:.;. .. . ::.......:....::.... .,:... r. , ,r ...s d i gi cl y d p eCtiff cli ;i) tiok ooef :i,.... . ti:....... .;: r. tlaS e:7 :I ra ber c .:' ... .:'• ''' . ''......: ...... *:: • '.#7 ' .:. :::...... :.:'. ..„ ..... s •F 1 . D49 546 D04-440 ' 4‘ e• s• .• •• • • .• • , • • • •, l ' . .':.WHEREAS, the GRANTEE has requested a variance to Tukwila Municipal /Ctide;•14:•12 .030 for the establishment of a single side sewer to service two • buildings; and gev 0210 :: • WHEREAS; City of Tukwila has granted this variance conditioned upon the recording of a joint side sewer agreement and a hold harmless agreement below andtlepicted on Exhibit A;' and This Agreement made and entered into this day of,. " within the dscrib64 on Exhibit A; and of wastewater from the Structtiresiocatecfsupon,,both parcels, such that damages may result to either parcel from the other between the aRANTOR and tht:bRANTEE, owners of Lot .13: and Lot A : WH Lot and Lot !,t• have the potential to impact the flow •.:. ,• Lot . share a common side sewer located , 200 6 , by and between Ravi) Rats GRANTORS, owners of Lot 13 and hiSTherltheif hPits,,,,:succesSors and . . lAktit ..... assignS, Liao • GRANTEES, owners of Lot A and his/hd06irOs heirs successors and assigns. Hereinafter referred to as t'. GRANTOR and:the'GRAN:fE. rOpeciive&. . . .:• Lot 1 2; : ••1,0t....3 1 -1 AllettfoWyN cfd +10 Vott4pne- tsin9 w/ ............ •• • .,,,:. . ,...,.... .:. ii ,- .:. .:: , f,./ ..... .... Lot A L* '3 5', ‘3 i oc-1 S', .: (514 . . 4-0 SPAi-fle. Vo Wow. 1.2. of pigts vci je..f.....1/3V I rit cLo.....„.yv,46.• .. :. .. Easement "T6, norhAR....ri i 6 feel- ',4 t: eyi51 oF I of 1q, ')ac) 5, Allen-lowA add . 10 ..... siati - le), Vq1 .: ,.. .: ..,. :: ,.. .,' ■ 2 oF rki-s fctpe,1 Kinj Q WA, -..::. •..... •. . • . Page a . of _a___ . :.. • • .. .:■. .:■• 1 ' • i: :1 • • • :i i.: ./ a. JOINT. SIDE SEWER .:. :.„.• ....... /NZ , The GRANTOR and the GRANTEE shall be solely responsible for the / Maintenance and repair of the sewer line running from the structures on their ",„,.......,' parcels to the.joint hookup connection. . ... .. B.... •''Both The GRANTOR :And the GRANTEE shall be jointly responsible on an equaf50/50 ba .., 6 ,,.. 1s ,.. for theinaintOhanw.operation, and repair of the shared side sewer lateral that.,extends sewerAervicelrom. the City of Tukwila's sanitary sewer . .k.. main to and inclUding the jointhookup*nneclion of the two parcels' private side sewers •„:,. ., ,• .: ,::. i: •:.,: •::::.., :, s• •,::.... C. Both the GRANTOR and the GRANTEE shall be jointly responsible on an equal 50/50 basis for dar.fiageS that may occur upon said properties due to improper maintenance;'aperation'orirepair of the shared sIde lateral that extends sewer service fromIhe.,City'ofTu.kwila's..sanitary main to and including the joint hookup cohnectiOn Of the two par,cels. private side sewers. D. The GRANTEE and the GRANTOR shall have.sthe.iigt63gtablish a..i.'%.::.. , backwater Valve upon their private individual iide protect against sewage .... . .. .::. .,. .. .. backups'. .'"'..:::, •,,„„„,......• .,. „.. ... •••••,„,...,.• .::: .,.. .:: ...: . E. This Section is an appurtenant to this Agreement and,shaIl run with the . land;•:and thelernit thereof shall be for the benefit ofthepRANTEEIGRANTOR, . his/her/their/its hefts, successors and assigns, and shall be binding'ilpOn,.j • • GRANTEE, GRANTOR, his/her/their/its heirs, successors and:AssignS. ....:' .,. .. 3. •:„. EASEMENT •-•• A. '::::..Trp...GRANTORias,iSwperot.Lot , does hereby grant, convey, set over assign to the OFiANTEE as owner of Lot , an easement for ingress,• egress and utilitieS'Oier,ACrosscelong, in, upon and under the real property as described undeil„egal Page :1 of this document for the use and benefit of Lot...1\2:7' • to restore the easement to its:.orlacandition if any excavation or other disruption the easement and terms thereof shall be for the.benefit th‘GRARITEE,„and GRANTOR, and his/her/their/its heirs, successdrs,:anct:'.. occurs in the use of the easement 0 theGRANTEE. his/her/their/its heirs, successors and assigns, and:thall be binding upon assign B: GRANTEE shall have the abiigation to maintain the granted easement and C. This easement is an easement a ppurtenant, and shall run with the land; and ... • •• •• •• .• .:••• .;• .... Page 3 of - 7 . . . nay. sast4.6,4*.‘6,..4•..,•44.44.1• ••••■• • 4 ..k. ;: N. • .....-The GRANTEE and GRANTOR agree to hold harmless, indemnify and • , . ••••:„:., ../ .defend the CITY OF its officials, members, employees, and agents '"""' ...:''frofil alt lia.bitities, penalties, cots, ;)osses, damages, expenses, causes of action, claims, de judgments, ikluding reasonable attorney's fees, arising from or in...ink:Way connected with afq clpiravr cause of action including, without limitation, the properties to the fii extent permitted by law. Furthermore, B. •*GR'ANTEE and GRANTOR agre e to indemnify, hold harmless and defend the CITY OF,TUKWILAtrooi and agaiftst,Ski liabilities, penalties, costs, losses, damages, ex0erries, causes of ectipo, le demands or judgments, including, reasonable attorney's fees, arliinglr* orrelatiqg to any third party claim which challenges GRANTEIOand.GRANTORtridht teexecutq'aqd deliver this . .:. Agreement. ,; .,.. ../.- ...,,, .:•:. ,...%:. •:: '::::.:: • ...,..,,..... ...„ ....! . i. ,..• ' : : 7 : 1:•... ''. .:* :: :: 1 ' t •,: i ::.: :.:•'. ,...'-'. 5. THIS AGREEMENT is given without cash consideration, andislor legally establishingan understanding for the use of e-§irigle,gidq::sevirer to serve tw5i .• ::..• ,......., ,:. • parcels.../ .'",:,,, • • .. , •• ' .: c3A.. 6. THIS AG REEMENT sha be a covenant runnirigwfthAe.,aboye-osciibed real •.,.,•..•• properties and butden said real estate, and shall be successors, heirs and'assigns.i:of all parties hereto. • • •:• •• •• •• . •,• •• •••• e ••• I • .• .... „...• j• .$ •• .t /. •t. . •• ••• •■•• ... •,. .t •:. • .:. -•• • • •:'1:• •• / . j..":1 .:: • : ' ' .• „ .... • .•;.?.., ; . :../••'... ./ ...: .. . . , • . . .• t• • .• . j l e ......• .:••• ••::.. :: .: .:. **,..... ..... .; •.: '..... .!: .... ::::... • • •• .::. e• . .... .... :. •• .: .. • :. •• t o: ,:* .... ., •■ ''':-.,..,..,..'. . ..? • • •• •• a• •••• •%0•.1 .. •• • •• • Page L t of ';'•• • : :* ; • • ..... ■■• .• ;:bRANTb14 :1„ .• • : BT./ • • . 'Date •• 1., 4 s ........ /".:e STATE OF ) COUNTY OF IN y .. .. ... .• : On this I day of ., .01;) (:3 kibtary.public in and for the State of Washingto persona •appaared .. . ....: l' ....":',. D ft .. 4.— 1 .?' •::.. ;•:!:,. to me knoWn to 66:the individual(s) that exeduted.the faregOing-initrurneOt, and ,' acknoWledged it to be the free and voluntary act. ofsaid individu,a1(s), fOrthegses and pUrpoOek:merAtioned in this instrument, and brfoath atatedttiat he/Ole/they w raslwe at;:thorited to execute said in:strument. .:. •• .• . IN VVITNESS.ANHEREOF, 1 have hereunto se my hand seal the day arid firit:above Written. g .„. (s 1.4* • . % w 9U8Lic • >:.'• 2 it I • • • ....... . • 4 i i p s i; h - ■•■■■ .... • • • •• GRANTOR •• By: Date: '•':•. • .7 ,,••• •-•• • bytA.A0Z ry 2 e:0 to . . ' • "' II; . .... Name aa.n 0)-1 (,L- ........ • V, s .. ...,..NOTMY.:PUBLIC, in and for the State of Je Washingto residing at • • ,..•. •.• .• My commission eXpires: 5 ' 7 Page S of - 7 •:. ,:• • - L4.4t • F. By • D ate 4.: STATE OF':WA ) .• •• ..... • •• : •••• •• •• •• ...... . .g .• ) 6 *.■ COUNTY OF KING •• , 10 • •• Page C of 7 By: Date: Vat tow •• •• l' .:. • ,. : A , .:' ..). .1 •:. . al : : 1 ... I ., ., . 0• . •- . ..• On this 31 day of,1604AILL.200(6';ASelbi-e;inea Notary Public in and for the State of Washington; per6on'011yppearecV ,i: s • '''":,,,„,. • f.: mei 1 , and. WAN,. k 'ZlioNb '':, . ,to me known to be the individual(s) that exe'auteA•tlieforeboipglifS.t and acknowledged it to be the free and voluntary; iCt eg ickliVidtpl(s),IbrAle and pi....s66 mentioned in this instrument, and oiiciithistwg that !:fe/shet was/ , .1 r authorized to execute said instrumeht. ..s. .'",.. ..... 5. ...... ...., ... . . i 1N WITNESS WHEREOF, I have hereunto set my hanti,al'id 4 seal the ...:„ „ day and, year fj-r ilitten. , .:. :. . .....,..v.., , , .,.:.• --- .'' it 4 .' ..... - tA • Q S' " ' / " ..- N;lile: SLit 4-i . Gitw :., .... aloreitiN i ,i . I (seal :1E44, 1, p ... i NOT PUBLIC, in and for the State of . . , 5 .4.1" • .7± : .t, 0. ., W residing at 1..•LI•\/M5 .. iitif . i. 'M;9,1 4. —7 •• . .. •• ••• .• • •. 1 0 ,,K0 _ . .;:' 1 dit WAStiVr"' *-- .'.'• * • • — 1 I % ."*%:.•:,.. my coijnigsion eipirks: '01,1L-V ci 2.a57 ,„„,.,........ ',••••• .:* ...* •• •,,p ... .sand Data ., „... arc a• •• e • :, ..... „ .... 1 1. •• "•:;: x .:* .; .:* .;: 0 •• • ; ... ..*: ...... . : . :: .:::.......::.;.: , :...:: .:::.,%:..,..... • ',..:. ..* r :: : I .. . .. :::: . !... ; : :,:: , e, . , ..,.. ...'' . .: 4, , , ; .... . t * , , • X :: ;.. fi • ...:... (..• .....• . .:. 7 :: .• . ... •• .• ,.„ ..... ,. ........../ ...:. . ... •1 0 .:.:;•:..:...” .....:: „ I.: ......,.../. ,,. .. •• •..,:...,... . ... :••• ,.. .. . ,• .. .:.. .0. • .• . •• .:. ::: t•:....•• ........... •• .. 0. .... • .• ... ...• 4: 30 : � : .`�J' . � . NfJr^'+'ALV•.— /+N+..ew ;rrvtw.rr • ' '''' ' ''''' ''' '' 1 N` - N ITN . NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'tHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. December 16, 2004 Mr. Raymond Ng P.O. Box 4084 Renton, Washington 98057 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -440 Ng Residence — 12225 47 Avenue South Dear Raymond: This letter is to inform you that your application received at the City of Tukwila Permit Center on December 13, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have questions with regard to the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have . enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D04 -440 City of Tuki,vila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 DATE: CONTACT: RE: ADDRESS: City of Tukwila December 13, 2004 Raymond Ng D04 -440 12255 47 Ave S PLANNING DIVISION COMMENTS Department of Community Development Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. Provide a site plan, drawn to scale, showing the location of all new structures in relation to property lines is required. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: D04 -440 PROJECT NAME: NG RESIDENCE SITE ADDRESS: 12225 47 AV S DATE: 1 -26 -05 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Complete Comments: TUES /THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n APPROVALS OR CORRECTIONS: Fire Prevention Public Work ) Structural Incomplete n Structural Review Required n n 1 1 Planning Division Permit Coordinator i DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-27-05 Not Applicable No further Review Required DUE DATE: 2 -24 -05 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n REVIEWER'S INITIALS: DATE: Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: pc, 1244 f Building Division [1 Public Works Complete ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -440 PROJECT NAME: NG RESIDENCE SITE ADDRESS: 12225 47 AVENUE SOUTH DATE: 12 -13 -04 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued M51 kid_ rZ- ('l -o' Fire Prevention Li DETERMINATION OF COMPLETENESS: (Tues., Thu .) ■ d€41,f_ek /2-- Planning Division Structural ❑ Permit Coordinator pc Incomplete DUE DATE: 12 -14 -04 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: A � � ' 1°51 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: Ze5 TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2-28-02 PERMIT COORD COPY DUE DATE: 01 -11 -05 DATE: �.. ., ....c:.hf• w.r.w..«w.w;s„�.0.4 -: tiw.. v;x c; d' u: .em..a:.1.�.ui.t,,,...'.A,:.au. .4r ° 11:144 .4 iJ Wi..1.1444. ' +4�CS4,1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 /z 0o c Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: kirlac(i / / J (/Ve' r0 Project Address: / ZC � �� � L . folt`-r4 ) Contact Person: /)L �//%tnVJ v � / Phone Number: (Z�'6 3 57 /6 Summary of Revision: / /6/fi P%vI City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 N__Entered in Permits Plus on 1'oS \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan ChecWPermit Number: 1204-4-M Steven M. Mullet, Mayor Steve Lancaster, Director pe- License SKYWAHI0020J Licensee Name SKYWAY HOME IMPROVEMENT INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602062377 Verify Workers Comp Premiu Status Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 4084 Address 2 City RENTON County KING State WA Zip 98057 Phone 2067721886 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/11/2000 Expiration Date 9/18/2005 Suspend Date Separation Date Parent Company Previous License ALLSEHI053K2 Next License Associated License Look Up a Contractor, Electripi n or Plumber License Detail iistiingoi� SraS�..17c Topic Index 1 Contact Info Page 1 of 3 Home ;: Safety Claims I} Insurance Workplace Rights '` Trades $ Licensing Find a Law or Rule ' Get a Form or Publication Look Up a Contractor, Electrician or Plumber General /Specialty Contractor A business registered as a construction contractor with L£tI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information Business Owner Information https: / /for tress .wa.gov /lni/bbip /Detail.aspx ?License= SKYWAHI002OJ 05/02/2005 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r i • • r !.1„1 ^ f . .i r P(!;... ► • 1 ' t ; 1 it 1 0 ;;.♦ 1 v:: ' ,"- I X t - - ti' 1 g .3 ' Tri g if • _ Z 1 0 its 0 rn rn 1.9 Ititiktk RQ 5 1111 Ve- i... 1 k 1 * At en `i 1, .J 4 irj Ir 1 R 4)3 POPCL) • Ioo/c' . T�3 i:1D-t 1-0± 35• 81W( S off ' 14—'12':2 • A I len�w� Add � t a �f� tk G' �'y o.( SG >a- WwIk•44 ton RC !\JoFfi■ Neo / 5(L(€ I " � 2t. .s• w m. .a •■ r - w s ./ ■ • 12125 4 A Soleg cj , r.: 411 I 1 • ' �- • . L, (Th rn I .r. emu. ,Y r T 1drut • _. 1 > e ) ( f +7' Ave South `. ADEQ A y 4 C,alloi rica4o 1)184-1 kW); E I I MS T?L 8 Y P6kH -S f1flL& B r DE.TER / n1C 0 • ■7 P1,4+ C t el h P; x..71 ►+, g p: , c><. �+. w o J.3).. `.-3 4 i ;11. 4 �' li 1 IR lig:Pi "b4 VI 1 . 4 . A °I : 1 te‘t, it a , r 4 i B: g' . g la Vtt 2 3' et. gsii im-5 "i 1 5 r ..- : a a g 3 - . rs . , . g- 1. 8 " 2 2 1 „ , 5 el. a N g.. 4 1. l a s,-.4- 1 -4 .-1 i 2 �. t 2 1 2 7 1 = v.. .,, A Z. L OC4►ra OM OF (A)/97rE srua fps To 8E 4bFr /A) ThiE pd/6 • 1 5.5' 9.5' 15' 5.5' 9 5.5' 9.5' 15' 1 1 1 0 0 0 1 1 16' 1 MOO OM 16' 0 MIN M POTENTIAL DOWNSPOUT AND FOOTING DRAIN STUB, TYP. STORM DRAIN SYSTEM DESIGN AND COORDINATION BY OTHERS. 100.00' S 9' 17' 24" E 10 M GRAPHIC SCALE ( tx FUT ) f inch= 10 ft. BUILDING SETBACK LINE, TYP. 54' IMO 54' w ss 5 9' 17' 24 E --..---.m. TO LOT 35 LOT 35 NOTE: ALL SIDE SEWERS TO BE AT 2X MIN. SLOPE LOT 3q TO LOT 34 Mir • v INNS WIWI NW 1/4, SE 1/4, SEC 10, TWP 23 N, RGE 4 E, W.M. 8.5' J . ss I -4444 J. 10' PRIVATE SEWER EASEMENT CASE WATER SERVICE LINE TO FIVE (5) FEET ON EITHER SIDE OF SEWER SERVICE UNE AT WATER / SEWER CROSSING. 6` CLEAN --OUT 6` 45' BEND 6 X 4 REDUCER 4 SaDE SEWER 30' EXISTING EDGE OF ASPHALT MIN Ole OM 30' SEE ENLARGED PLAN FOR CONNECTION DETAILS IN THIS AREA EXIST. SS STUB STA. 13 +49.9 DEPTH AT LOT UNE = 5'± , 6 CLEW OUT r 6- WYE ti R/W 1 R/W 1 1 REDUCER R5' TYP. e4 1 6 "X4" • 1 SEWER EIERVICE CONNECTION ENLARGED PLAN N.T.S. . 22.5'± EX. ASPHALT • f . • • 3/4 WATER METER 4' SIDE SEWER SEVER STUB . 6 'PVC f 31 : L.F± 6" PVC ' •: f I i REMOVE STUB CAP AND INSTALL 6 TEST TEE rjCov6E i- Cl . 4444 EXISTING 6 PVC 25' 1 G re!? in + :I i C/L 1 gmAir of 4447 C/L 1 ,1 1•. < , Q 1 1-- N1 I 3/4" IL j' WATER METER 1 i I u , JZp n , * ,44 in 0 NI 44 _ _ ,- J . M T k_ )1 cd f o • These Works City Stan omissions adopted for the sd deg' and w!D for $u sequc g 1 EXIST. SS STUB . � . STA. 12 +78 DEPTH AT LOT I LINE = 5 t 4 .• • 1. TEMP. SITE X (BENCHMARK II I SET PK NAIL IN ASPHALT I I . (APPROX. 1 I LOCATION) x ELEV. = 13.94 I I R/W 1 1 i R/W have been reviewed runent for conformal) Acceptance k sub do not authorise doek dap • dee *Mal I ' f ■ EX. CONC. DRIVEWAY 1 EX. CONC. SIDEWALK _ -. • f • _ 4444..__ __ _ - EXIST. SSMH #1334 -5A 9, 2.5 L . 1 j 4444, X EX. CONC. SIDEWALK . • • • • MIND MM. nt lD wltb the that..._ . . -',, •••-," _.44.44.,. SYMBOL LEGENQ • : 5\ COSTING FIRE HYDRANT ASSEMBLY. MAY REQUIRE RELOCA710N IF THERE IS A CONFUCT 1M1H THE PROPOSED DRIVEWAY LOCATION. O9 COMNEC110NS TO BE MADE TO D05iM1G STUB OUT. EXJS1ING , PRQPO$ED , :DESCRIPTION UNDERGROUND POVER WATER (s 2E AS NO1ED) GAS SANITARY SEWER . STORM STREET UGHT el W111ER IIE'1ER FIRE HYDRANT SPOT ELF1AAl10N DRAWING NOTES 1. PLAN VIEW DRAWING PROVIDED TO DUNCANCSON COMPANY BY DESIGNS UNLIMITED INC. 2. DUNCANSON COMPANY INC. HAS NOT PERFORMED A SURVEY FOR LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. OCI ACCEPTS NO LIABILITY FOR THE BOUNDARIES SHOWN FOR THESE LOTS. 3. STORM DRAINAGE CONNECTIONS SHOWN FOR POTENTIAL LOCATION ONLY. STORM DRAINAGE DESIGN IS BY OTHERS. DUNCANSON COMPANY, INC. ACCEPTS NO LIABILITY FOR THE STORM DRAINAGE FACILITIES DESIGNED FOR LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. 4. EXISTING SIDE SEWER STUBS AT STATIONS 13 +49.9 AND 12 +78 ARE TO BE USED TO SEWER LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. LOTS 34 & 35 ARE TO SHARE THE EXISTING STUB AT STA. 13 +49.9 WITH A SANITARY SEWER EASEMENT TO BE CONVEYED OVER LOT 34 FOR THE SIDE SEWER TO BENEFIT LOT 35. 5. EXISTING WATER MAIN IS TO BE WET TAPPED FOR EACH NEW BUILDING SITE ON LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. WATER SERVICE LINES TO LOTS 35 AND 36 ARE TO BE LAID IN A COMMON TRENCH TO MINIMIZE THE OPEN CUT OF 47TH AVE. S. 6. LOTS 34, 35, & 36 OF ALLENTOWN ADDITION ARE WITHIN THE ALLENTOWN FLOOD PRONE AREA DESIGNATION. MINIMUM FINISHED FLOOR ELEVATION SHALL BE AT 11.4 FT. (NGVD 1929 DATUM); ONE FOOT ABOVE THE 100 -YR FLOOD /BASE FLOOD ELEVATION AS SPECIFIED BY CITY OF TUKWILA FLOOD ZONE ORDINANCE (ORDINANCE NO. 1462), AND CITY OF TUKWILA PUBLIC WORKS DEPARTMENT POLICY 2000 -01. 7. BUILDING SETBACK REQUIREMENTS REFLECTED ON THE PLAN ARE AS FOLLOWS: A. FRONT = 30 FT. B. SIDE = 5 FT. (ON BOTH SIDES) C. BACK = 10 FT. CONTACT INFORMATION DEVELOPER: ARCHITECT: CIVIL ENGINEER: LEGAL DESCRIPTIONS srr INFORMA11ON LOT 34; TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.: LOT 35: TAX LOT NUMBER: SITE ADDRESS: LOT 3§: TAX LOT NUMBER: SITE ADDRESS: PEACH TREE DEVELOPMENTS 1728 157TH AVE. N.E. BELLEVUE, WA 98008 (206) 715 -8899 CONTACT: CHRIS BROOKS DESIGNS UNLIMITED, INC. 19613 81ST AVE. S., SUITE F KENT, WA 98032 (253) 872 -2580 CONTACT: VERN DUNCANSON COMPANY, INC. 145 S.W. 155TH ST., SUITE 102 SEATTLE, WA 98166 (206) 244-4141 CONTACT: JEFF DYE LOT 34 LOT 34, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. LOT 35 LOT 35, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. LOT 36 LOT 36, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. 12227 47TH AVE. S. TUKWILA, WA 98178 DO1 -289 12225 47TH AVE. S. TUKVML A, WA 98178 TUKWILA FILE NO.: D01 -288 LTR#. WV 0 9 2901 12223 47TH AVE. 5. TUKVMLA, WA 9817 TUKW LA FILE NO.: 001 -287 VERTICAL CONTROL ESTABL,.ISIIED BY GPS. BENCHMARK IS `HAFT' DISK MARKED ''OR1ZOPiTAL CONTROL DISK - HAFT 1990" SET IN CONCRETE MOUNO AT THE NORTHEAST CORD OF PARK:NG LOT OF T".iE KING COUNTY PUBLIC WORKS FAOUTY IN RENTON. D.EV..= 337.3r CAUTION! uroaRcao«+o 1171unES EAST IN of AREA AND unun INFORMATION satyr MAY BE INCOMPLETE. STATE LAW WQJisES MAT CONTRACTOR CONTACT THE ONE—CALL uruTr LOCATE sERvNCE AT LEAST sd HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5666 �soo-aza -sus DUNCANSON Company, Inc. 143 SW Milk Sam, Sults 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Z H D D z z w J 4 FAN TESTED CFM • 0.25 W.6. I MINIMUM FLEX DIAMETER MAXIMUM LENGTH MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I I^t.t I 50 4 INCH 25 4INCH 10 3 50 5 INCH 90 5 INCH 1 00 3 50 6 INCH NO LIMIT 6 INCH _ NO LIMIT 3 _ 80 4 INCH (2) NA 4 INCH 20 3 80 5 INCH 15 5INCH 100 3 80 6 INCH q0 6 INCH NO LIMIT 3 100 5 INCH (2) NA 5 INCH 50 3 100 6 INCH 45 6 INCH NO LIMIT 3 125 6 INCH 15 6 INCH NO LIMIT 3 125 1 INCH 10 1 INCH NO LIMIT 3 NUMBER OF BEDROOMS MINIMUM SMOOTH DUCT DIAMETER MAXIMUM LENGTH FEET MINIMUM FLEX DUCT DIAMETER MAXIMUM NUMBER OF ELBOWS I (2) 2 OR LESS 6" 20' 1" 3 3 1" 20' 8' 3 4 8' 20' 9" 3 100 I50 5 i _ 120 180 GENERAL NOTES COPE UNirORM BUILDIN6 GODS REQUIREMENTS ARE TO BE rou_ovico PER THE 1991 EDITION, AS WELL AS ALL APPLICABLE CODES, AND AUTHORITIES HAVING JURISDICTION PILING CONSTRUCTION TYPE- VN SNOW LOAD 25 P.5 r. OCCUPANCY GROUP. R - 3 SEISM ZONE r:RE ZONE 3 WIND SPEED: 80 MPH EXPOSURE CATEGORY B CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL. PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DESGREPANCIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. FOUNDATION UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 2000 PSr. TY'l0 STORY PERIMETER FOOTIN65 SHALL BEAR 1'-6" (MINIMUM) BELOW FINISHED GRADE. ONE STORY PERIMETER FOOTINGS SHALL BEAR 12" MIN. BELOW FINISHED &RADE. SEE DETAILS ON SHEET *2. SEE TABLE 18 -I-G IN 1991 IBC. ALL FOOTIN65 TO BEAR ON FIRM UNDISTURBED EARTH BELOW OR6ANIG SURFACE SOILS. BAGKFILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. PROVIDE 2 "X2 "X3/16" 114K STEEL WASHER AT ALL ANCHOR BOLTS PER 1491 UBC SECTION I8O6. E.1.2. CONCRETE MINIMUM GLASS AND USE F'G SLUMP SACKS /G.Y. A - FOOTINGS AND 2500 3 -4 5 1/2 FOUNDATIONS B - SLABS ON &RADE 2500 3 -4 5 1/2 I. AIR ENTRAINING AGENT (3% TO 656) TO BE USED IN ALL CONCRETE FLATWORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES (4 OZ. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 5. MIX MAY BE DESI6NED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1904 OF THE USG. 4. WATER -- CEMENT RATIO PER UBC 1905.1 R I NFOR NG STEEL ASTM A I5 GRADE 60, REINFORGIN6 STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AG I REPORT 315. CONCRETE COVER OF REINFORCING (PER UBC 11901.1.1) 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 11/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REI NFORCIN6 24 DIAMETERS. SPLICES AT TENSION RE&ION5 SHALL NOT BE PERMITTED. FRAMING ALL FRAMING TO COMPLY WITH UBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO UBC, TABLE 23- I1 -B-I- a TABLE 23- 1I -B-2. FOR BOLTS SEE TABLES 23- I11 -BI ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH IS" MIN. CLEARANCE BETWEEN FLOOR JOISTS AND 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND STUDS: HEM - FIR *3 STUD &RADE JOIST, RAFTERS: (2X10) HEM - FIR •2: (2X12) BEAMS, e-, LINTELS, 6IRDERS: 4X10 4" NOMINAL. DOUG -FIR WI 6" NOMINAL DOu6 -FIR •I (SLUED LAMINATED TIMBERS: DOU6 -FIR LARCH (24F -V3) MICRO -LAM LVL. LOAD INS: ROOF: 15 PSF DEAD LOAD FLOOR: 40 P5F DEAD LOAD GEILIN&: 5 PSF DEAD LOAD DECK: 5 PSF DEAD LOAD INTERIOR PARTITION: EXTERIOR PARTITION: IN EARTH EARTH PSI) IN PSI) LUMBER STRENGTH (UNITS F V 15 15 15 85 Ib5 285 B 515 15 1015 480 + 25 PSF LIVE LOAD • 40 PSF LIVE LOAD + 10 P5F LIVE LOAD + 60 PSF LIVE LOAD E 1,400,000 1,400,000 1300,000 1300)000 1000 1,100,000 1350 1,600,000 2400 1,600,000 2800 2,000,000 _ 40 = 50 = 15 = 65 = 1 = 10 PSF PSF PSF PSF PSF PSF BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH FLAT CUT WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOGKIN& OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT Eta AND AT ALL SUPPORT OF JOISTS AND RAFT. BETWEEN SUPPORTS PROVIDE BLOCKING OR APPROVED BRIDGING AT 8' -0' G.G. FOR FLOOR .JOISTS, 10'-O` FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE I /2' DIAMETER AT 4-0' O.G. OR PER SHEAR WALL SCHEDULE; MINIMUM 1" EMBEDMENT. ALL METAL FRAMING ANCHORS AND HAWSERS SHOWN ON ORAW1N65 SHALL BE "STRONG TIE CONNECTORS' AS MANUFACTURED BY 5' - 'SON COMPANY OR APPROVED EQUAL. PLYYNOOD F'LYY'IOOD WALL AND ROOF SHEATHING SHALL BE 1/2" CDX OR 1/16 O.5D. EXTERIOR GRADE. UN.E56 OTHERWISE SPECIFIED. MINIM)'1 NAILING SHALL BE 10 PEW,' • 6' O.G. • PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4' CDX TI6 (OR EQUAL), UNLESS OTHERWISE SPECIFIED. MINI' -W NAILiNIS SHALL BE 10 PENNY AT 6` O.G. • PANEL ED6E5 AND 10' O.G. IN FIELD SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. ALL. EDGES OF PLYWOOD IN FLOOR, ROOF AND WALLS SHALL BE SUPPORTED. '°LYWOO`a EDGES AT FLOOR AND ROOF SHALL BE - AT EDGES rum CLIPS. 'a:.00KlNS OR OTHER APPROVIED METHODS. PLYWOOD E176E5 AT WALLS SHALL BE SUPPORTED BY FRAMING. MEMBERS OR BLOCKING. 055 Si-EA PRODUCTS OF EQUIVALENT SPAN RAT1N6E SHALL ':.E ALLOWED. STRUCTURAL. GLUED -LAM I NATED LUMBER SHALL BE DJ.,6.A5 F'R FABRICATED TO THE REOJII -E'fT OF U. 5. PRODUCT STANDARD PS 56. s R SHALL BE OE' SUCH GRADE TO °R'NDE NOM-1,44_ r1ORKIN& STRESS VAb. ES OF 2400 °a IN BENDING; 'i00 PS IN "Ir. 1600 P51 tN COH''P'RE'S510si PARALLEL TO GRAIN 560 P !N C- _ �.... PER°'END C.JL.AR TO &RAIN N.C. 165 °i51 H :ZON - AL SHEAR (COMBINATION ATION 24 -V3'. L MTKA'' D PlEt4EfERS TO BE AMC CERTIFIED_ 1.5E WATERPROOF 6' LE. Woor, TRUSSES 'R! 5E5 SPIALL 9E ?_.5*6"ED BY A RE615TERED r1r4GWr16TON STATE EN&NEEER AND AT' D r:0%! O'�L'r -- ErS• E pc5;6. S. "Q.55E5 TOM 5' ED 3Y - If MA FAC^J R OR B" A GIUAL:''''' CO ROL SLC A5 - € WASHINGTON STATE 255 E' ABFt G A GO.rtiC!L ROOF ".'S5 5 i6's S+AL- BE 5tE* FOR APPROVAL PR 2R TO E=ABR{., IMON PrCh- BEAR'* + ..-5 S'-A`L BE .P /V'+IA" FA '' ',..'55 Barrow co4oR ✓ Ft Ati A°O'Q ?JEr, TAS EAR •SILK,. AS 5- *''P5SG!. c- - C E\5 _ ,W : -"AT '1'E '�.SE 9CO Cr17 D IFIL NC' BEAR ON ■ - 1- 4 E ML. 04°°'°'QC"•/E ' M S.r -ALL BE :aSET. Al 41 4..i. C.ON G' RAFTERS .LACK 04 » A_ ROOF 'R.IS °.E FRAMED AND - TED N O T•E FIRAME WORK ANC 56g 14 46. 5 SC AS - 'C E'flR`' Ar ti"'E5RL, FAR Cr =f MOLE 96 ,..7'vfs R^ Or -AVE r E',C •rC S .. •+A ,/E 4 . - '" % 'dEhdEEIM WE- BEFOIM h? ...^. AD 5 Ft-ACM -PON - HE A6CNAL ANC SPA"' BR`t4: `6 S*-. _ BE ..S 'G FUTILE ALL -R.'c c '•SE5 rA- 9E FOR J " .:4?re A E'a..Lore TOP CMG °iSF OF - 8.96"414" Al "MA IBC" ✓C'Rw S arm OF TQ 97'AR"' AREA ""LE ROC 4 5 °aF 'OP CoOsC S D5 ' BC""'TY :t+CJ4"' FIRER. At._ES twA450V4" -' r "AC e.:•4 'FE ARE •'.^. BE 'W TO Ah GA LE OF TINE JDC - .7� r'-.EE •A14M,PW SS' 'FIRE ;..A" ;7R ■ER JBG Sec SC"2 'NIECE j-6 FL JE AREA PER JSC 'AME - :t. -= i - OrL• '" ol►.o .FtSor _ �Ec-Ir~c " ,4_ oR ARE - SE EOIICNr'DM rt"s+ - 60 0 " , ..-• ='T - *16 DAMPEIM C E.ATtE .` IA1 A REACL "'' AGGESeielLE > "SAL " APPROsel= ac"-op.w.vc GO'.'t. Amp AK K.1. - SCE scupicz OF C AR %wow CX+G' ' .M Ow b SCluARE 4HOwM N1 AREA. A ' REAI LI• CogERAELE VANPER :,OCA '* PilicNT *ART Or ‘ AD GA O/ /''W F AGES C)E"'S AND RBA► 'C BEAR! jj . oiit 1.2Z Whs. AL A 12 OE "'fir AC - LPER i 9FEC Y'��VC .E '*e ENTE'C cc'• ' Or AND '2" ''x EAr six or •Lace t DOORS AND YV I NPOYVS DOORS ( 112 + 0PEERAA L EXTERIOR DOOR IDTH) MIN LANDINb B" STEP TO MIN 36" DEEP X ALL &LAZING TO BE PER WSEC TABLE 6 -2 UNLESS NOTED OTHERWISE. ALL SKYLI6HTS AND SKYNLALLS TO BE SAFETY LAMINATED &LASS UNLESS NOTED OTHERWISE. FRENCH DOORS TO BE DOUBLE •LAZED NON TESTED ASSUMED U VALUE OF AO, UNLESS NOTED OTHERWISE, WITH SAFETY 6LAZIN6. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE; BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING &LASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. EACH LI6HT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF &LASS. IDENTIFICATION or 6LAZIN6, IN HAZARDOUS LOCATIONS SHALL BE IN ACCORDANCE WITH UBC SECTION 2406. PROVIDE SOLID CORE DOORS • ENTRY AND FROM &ARA &E TO LIVING AREAS ( AS WELL AS ANY OTHER DOORS TO THE EXTERIOR); PROBIDE SELF - CLOSURE DEVICE ON DOOR TO &ARA6E, PER UBC 302.A, EXCEPTION 3. SEE PLANS FOR: - MAXIMUM &LAZING AREA. - GLAZING MFG. AND MODEL NUMBERS. - WEIGHTED UA CALCULATION FOR SUB - STANDARD 6LAZIN6. SAFETY GLAZING LOCATIONS AS PER UBG SECTION 2406.4: I. INSRE55 AND EGRESS DOORS 2. SLIDING &LA55 DOORS, S MIN&IN& GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURES 4. 6LAZIN6 W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION, t BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING. SURFACE 5. GLAZING GREATER THAN q S.F. LESS THAN 19" ABOVE FINISHED FLOOR 6. 6LAZIN6 IN GUARDRAILS 1. &LAZING IN STAIRWELLS AND WITHIN 5' OF TOP / BOTTOM OF STAIRS. INSULATION UNLESS NOTED OTHERWISE, INSULATION TO BE PER WSEC TABLE 6 -2 INSULATION BAFFLES TO MAINTAIN IS ABOVE INSULATION BAFFLES TO EXTEND 6" ABOVE BAIT INSULATION. BAFFLES TO EXTEND 12" ABOVE L00Ct FILL INSULATION. INSULATE BEHIND TUBS /SHOPERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS USE PVA PAINT WITH A DRY CUP PERM RATIN& OF I MAX. WALLS BETWEEN HOUSE AND 6ARA6E R -Iq U.N.O. FLOORS ABOVE CRAWL- SPACES, 6ARA&E, R -I9 U.N.O. OR AT CANTILEVERS OVER &RADE TO HAVE ALL ATTIC SPACES TO HAVE • CEILINGS R -30 (MIN.) U.N.O. DUCTS IN UNHEATED SPACES R -8 SHALL MEET REQUIREMENTS OF 1981 NAECA AND BE 50 LABELED. &A5 WATER HEATERS 11. III. IV. V. VI. VU. WASH I NGTON STATE ENERGY CODE - TABLE 6-2 1A S1 -I I - EFFECTIVE JULY I, 2000. TABLE 6-2 - PRESCRIPTIVE REQUIREMENTS FOR 6ROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS oPT1oN•HVAG GLAZING 6LAZIN6 DOORS CEILINi VAULT510 HALL > L -rNT IMAL4. -EXT4 mom"' SLAe EQUIP. % FLOOR U -VICE. U -VALUE cout.469 ABOVE BELOW BELOYI ON EFFtc. AREA &RAPE GRADE 6RAOE GRAVE 10% 12% 21% 214E 21% 50% 0.10 0.65 0.TS 0.65 0.60 0.45 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 R-90 R-90 R-90 R-50 R-S0 R-96 R-50 R -30 R -90 R -30 R -90 R -50 R -30 R-90 R -IS R -I5 R -14 R -I4 R-14 R -Iq R -I4 R -IS R -I5 R -I4 R -I4 R -I4 R - 14 R -14 R -10 R -1O R -10 R -I0 R-10 R -I0 R -I0 NOTE: SEE WS.E.G. TESL. 6-1 FOR PRESCRIPTIVE REQUIREMENTS FOR ELEC. RE5I5. HEAT. • SEE GLAZING SUMMARY FOR EXERCISED OPTION. I MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESI6N H4A5 A 6LAZIN6 RATIO TO THE CONDITIONED FLOOR AREA OF 14%, IT SHALL COMPLY WITH ALL THE REGUIREIIENTS OF THE 21% 6L.AZ 145 OPTION (OR H16HEFi). PROPOSED DESIGNS Y6NGH CANNOT MEET THE SPECIFIC REt2AREMENTS OF A LISTED OPTION ABOVE. MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THIS CODE. 2 REGIJIRE EKT APPLIES TO ALL GE1L1P 9 EXCEPT 5IN6t E RAFTER OR JOIST VAULTED GEILM65. 'ADV' DENOTES ADVANCED FRAMED GEILINS. 9 REGJIRe-ENT APPLICABLE OILY TO S1146LE RAFTER OR JOIST VAULTED GEILJN55 4 BELLOW GRADE VALETS. SHALL BE INSULATED BTT@t ON THE EXTERIOR TO A M?NW4M LEVEL OF R-10, OR ON THE INTERIOR TO THE SAP-1E LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED AGGORDINS TO THE MANUFACTURER'S SP6GIFIGAT1CI . SEE SECTION 6022 S FLOORS OVER CRAM_ SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. • REWIRED SLAB PERIMETER IP&LATION SHALL BE MATER RESISTANT MATERIAL, MANJFAGTUR'D FOR ITS INTENDED USE, AM INSTALLED A.GOROINS TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. T THESE OPTIONS SHALL BE APPLICABLE TO 1t'AJILDtP LESS THAN THEE STORIES. e THIS PYg.L INSULATION REWREMENT DENOTES R-14 NA LL CAVITY INSULATION PLUS R-5 FOAM SFEATMNS. 4 MMIMJM HVAC EQUIPMENT EFFICIENCY REGIUREMENT. tor' DENOTES AN AFUE OF 0.14. WED.' DENOTES AN AFJE OF 0.16. 14160' DENOTES AND AFlUE OF 0.66. MISCELLANEOUS NOTES I. GUARDRAILS TO BE 36' MTN. ABOVE FINISH FLOOR.. 2. HANDRAILS TO BE 34' - 38' ABOVE NOSING, WITH HANDGRIP OF 11/2' - 2' IN GROSS SECTION. 3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4' IN DIAMETER CANNOT PASS THROIJ&H. 4. Oh'E HOUR FIRE SEPARATIONS BETME£N GARAGE AND DMELLIN6: INSTALL 5/8' TYPE 7C GYPSUM WALL BOARD ON ALL WALLS AND CEILIINIGS, BEAMS, POSTS AND MARINE. WALLS. STAGGER JOINTS FROM PLYWOOD BELOW 1 APPLICABLE. 5. BEDROOM E ER6ENiCY E6RF56 P"I147OM15: MINIMUM NET CLEAR OPENING OF 5.1 50. FT., MIN. . NET CLEAR OPENABLE YfPTH OF 20' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'. MAXI?wU4 FINISHED S LL HEIGI. T OF 44" ABOVE FLOOR 6. EACH 5LEIN6 ROOM SHALL BE PROVIDED YIf/ A SMOKE DETECTOR (INTERCONNECTED) PER SECTION 310.4. SMOKE DETECTORS SHALL BE /4/ A BATTERY HACK -UP. PER SEC. 310_9.1.5 AND, LOCATED PER SECTION 340.4.14. 1. Alte.k4ORED VENEER STALL BE PROVIDED WITH s2.2 G.A. x 3/4" CORROSION RESISTANT NC440R TES_ THE A■GH;OR TIES SHALL BE SPACED A MAX_ OF 24 O.C. AND SUPPORT ND MORE THAN 2 5Q. FT. OF VENEER. IN SEISMIC ZONE 3 t 4 THE EXTENDED LEG OF T•E ANCHOR TIE 94' L LOOP AROUND A >•4 6A. CONT. HORZ. JOINT REIlFORC V IRE _ I NTEC ?ATED k*4OLE HOUSE VENT SYSTEM ..LIFIGAT'}C 6 FOR THE KIWI VEITTLAT30N AND INDOOR AIR QUAL.IT`' CODE FOR 1 O1DERA''ED INTE'SRATM FORCED AIR VEti "ILAnON SYSTEM_ A SOURCE SOECIF G VErTZL.A71<ON RECIumWslacS i_ E,o4* 'T' FAIN A- SA T' 4 1400 "5. LA NDRES. NOD POMDE4 RO'.» - 50 CF *-1. • O.25' +C' G G - OD C>=*! • C.25' r"l&. RAN SE HOODS NC DOP*I DRAFT RAMSES MAY BE RAC A" 6 00 Cr" • 025' r4.5. : Esc* -A /S ✓ZG r A- 9E !*66"_A'E^ -� R 44 SPACES e - BE EGILAPPEP Wu A BAC. T D A■gf , A "'A4 •PW Cl."'SDE E 1 0Jt1l.Ir''rb e t7L.SE VENT LA"a^.Jr RECIPAREIwEwir WV's &At BE acolAr i ALL •411/43 AEL.E 4 40 ' - '-E E'ORC.E ' AIR +£r► - . 'ms s 5Y5 Ll51 s "'E z OCX0411 `E -4 40C- 1_ S•4.L GCl�,p `' �-H -%4E ° JL....ON'fIVC� A,- BE SIZED AGGORIONb TO 'ASE 3--5 'S- BE DIJC"'°....? THE ExTER AID :G''• C EP "'0 'sE AIR 5i' N4 =OM 'EE" J"5'REAi o or - HE 9J14l AGE MOWER. C- BE /41 A ' : R-4 A4 LCICA'EC mT's4 -*EA' 'M AREAS ID- BE °Rc O e * * - *E El+TIte OF STS .J. AV! N 0'+64 MATBRIAL E- Nt2r RECEIVE FRE5r AIlt SON - '+E FaL.,OD'MNos &AEAS •' IPE N4 'v34 ' " OF AN APd AI'CE VEND 06 ;MESS "% ANT GIl.''.'s.E` S ' ' A I THE 'E$'.5t► A/II ICE'*' 2: ',VIE .ilL _ 0, CK JP OBOE TIO***EL E COORS FLPIES OR FLAMMABLE VAP O•S_ S: A mAZARDcuS OR ws.N4 - Alr'- LOCA A ROC** OR 9 *O FLUB. EURNI NIS -MOM SS CLOSE! ' *MK tT A VEIN, OPeaMb6 OF A Ji P s 9+ AVM E56 "*E ' O�1rb a A' L.EIIb T MET &DOVE *NE 6 A CRAM 'SP^OES. OR 6041 S R-14 R-14 R-I4 R -I4 R-4I R -25 R -25 R -10 R -IO R -I0 R -IO R -10 R -I0 R -10 2. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A- THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER OR B- A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2; OR C- AN AUTOMATIC FLOW RE6ULATIN6 DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.1 INCHES WATER 6AU&E AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. VENTILATION SYSTEM CONTROLS: AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION, THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN AND MOTORIZED DAMPER FOR A MINIMUM OF EIGHT HOURS. THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WITH VIAQG SECTION 302.2.2 BY EITHER ON SITE FLOW TESTING OR AN ENGINEERED DESIGN. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED NOTE: THE 60VERNIN6 BUILDING DEPARTMENT RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MANIMUM SONE RATING OF 1S AND SIZED ACCORDING. TO TABLE 3 -2 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDIN6 CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH ABOVE THE FINISHED FLOOR. TABLE 3 -2 I. THIS TABLE SHALL. NOT BE USED FOR DWELLING UNITS CONTAINING MORE THAN 5 BEDROOMS. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING I. FOR EACH ADDTIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -3 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOYe MJMEERIN6 MORE THAN 3 INCREASE DUCT DIAMETER I INCH. 5ASIG MECHANIGAL SOLID FUEL 53URN I NG APPLIANCES SOLID RILL BJURNIN & APPLIANCES INCLUDE AIRTIGHT STOVES. FIREPLACE STOVES, ROOM HEATERS / FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS. UNLESS °THERE" I E ADOPTED BY KING Coatrr, ALL SOLID FUEL B RNINib APPLIANCES SHALL COMPLY MItITH THE PROVISIONS OF SECTIONS 406 AND qOb, UMC. HEATING EACH 0•ELLIN6 UNIT SHALL BE PROVIDED PITH HEATING FAGIUTES GAPAI°L,.E OF MAINTAINING A TD4FERA'[IJtRE OF 10 F AT A HEIGHT OF 9' ABOVE THE FLOOR IN ALL HABITABLE ROOMS MEN THE OUTSIDE TEMPERATURE IS A5 SET FORTH IN SECTION 902J, WASHINGTON STATE ENERGY CODE. SECTION 910.11, UBG. DEFINITION. BUILDING ENVELOPE. THE ELEMENTS OF A BUILDING YM#CH ENCLOSE SEG 201, CONDITIONED SPACES THR?iOUGH M IGH TEAL ENERGY MAY BE W.SE.G. TO OR FROM THE EXTERIOR, EXCEPT AS BY THE PROVISIONS OF SECTION! 1013J. A - FUEL ISURt6NS EQUIPMENT LOCATED WITHIN THE BJILDMS ENVELOPE (CONSTRUCTED Utc'ER THE MASK/ASTON STATE ES'ER*Y CODE) SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS, NE£T1N6 THE PROVISIONS OF SECTION 109, UMG. B - TO NEST THE PROVISIONS OF SECTION 606.1 U.M.C. ME I- BIJ M& Ed!PMEN UT T LOCATED ONSIDE THE aLiLDQN6 ENWELOFE SHALL BE VENTED C - OLCI ORK, LOCATION NV SOURCE OF COMBUSTION AIR, RBIERENCE SECTIONS 102 - 10T U.M.G. N1. 1"INl14 -Alit FURNACES SHALL BE LISTED AND LAMED BY AN !APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS, SECTION 904, U P4C. APPUANCES MENDED' FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTIE D. SECTION 904 UMG. ND PLARM rumAces SHALL BE MlbTAWS:7 M A ROOM USED OR DIMMED 'D TO OE LEEP AS A BEDROOM, BATHROOM. I. CLOSET OR N ANY ENCLOSED SPACE NTH ACCESS ONLY SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FUDGES, AND ELECTRIC HEATNib FuRNACES. SECTION 3043 (S), WK. NO 1'14 NR FURNACE SMALL BE INSTALL= M A CLOSET OR ALCOVE LESS THAN I2' HIDER TWA THE FURNACE OR FURNACES INSTALLED THEREIN "tTH A MINIMUM CLEAR MOWN* SPACE LES5 THAN 5 AWNS TIC SIDES, BACK AND TOP OF THE FURNACE. E.. SECTION 9042 (U, UMNG. LIGUEFIED PETRCLBJH SHALL L NOT BE 66TAL LW M A PET, BASEMENT OR SAAR LOCATION MERE HEAVIER 6,18 MIGHT COLLECT. APPL1ANGft SO PIELED SHALL NOWT BE INSTALLED M AN UNDER - FLOOR SPACE OR BASEMENT IMUE'SSS 5,ICH LOCATION I5 PROVIDED I IMO AN APFMeOVeo ►f/V!5 POR IlteolOvAL OF utrupetep OAS. SECTION 5043, L. IHEATM6 AND 6001.10b 6SurldebrT LOCATED M A 6AiRA6E AND 1 4CM GATES A OLOK SPARK OR FAME GArADLE OF IGNITT116 VAPORS SHALL BE INSTALLED ATM "TIE PLOTS AM, BURNERS OR HEAT$Ib ELEMENTS AND SPaTcHES AT LEAST 6 INE,,0 ABOVE /IIE FL OM LEVEL_ SECTION 309.13, MF't!E OAAPERS NEED NOT OE INSTALLED 91 AIR DIPGTS PASS*** Ts#0U6s4 THE /r/1L,1,, IFL.00R OR GBJlEr 'JEMItA ?!!b A RESIDEME WIMP R. MASON' 9 OCCUPAN `.^ FROM A 16&RAGE War U. DIVISION 1 OCCUPANCY), PR47vIDEP 61PIGH INC1'S Aim THE 6ARA6E ARE CONSTRUCTED OF S ?M. wow. A INICKNESS NOT LESS THOM O.OM INCH fn. 26 16ALV441223, SHEET GAME) NV S 4*A IUD O ENINS INTO THE SAIRAGE. 'J6G ?NoN 3024, WIC. i'tIIRNACE INSTALLATIONS M ATTfGS OR GRAIL owes enft i. GQ*L1r N TH 56GTIoNS Sit 1130. AND 904.1, 904A 'fit I EVelr APPUANCE OE ISPI D 10 E VEPRED SHALL E CONNOCTED TO A VENTING 9',71.4 COMPLYIIINF MTh c, 4AP1et a , AND TABLES NCIS. b-s AND 6-C, N WC. . E VERir FACTORY DIRT comet, Tyra L VW. 'roof • WO Veer OR TM WI OAS, VENT'SKALA. E IIRSTKLm M ACCORDANCE /STN 1NE MOS rr5 LIST MID 'ye arpucAmiz '*w7v_ of secs Sogi 6CTt. A TAPE sat El n We VENT SHALL MIlMIV►1E *ele MC, 6064 I 6-A tP4C, A TYPE L Venus OMEN! a1 SML . 1El4M►lE 1167R LEIS THAN 2 ITT A IM& /WE HINIMEST POW /IDLE VIE VENT P VISES 106110110N THE MCP Cr INC SIOL06• PIND AT LiIdT 7 I LIMN III!', CP WE DLDI N. WPM 10► cot wE VHF ',JOGTTAi 60163: SWIG. TALE 61A VOir COMIECTORII !MILL E INITALLW MINN N 1!E SPACE OR PAM IM MOM LANE APPUAINCE S LOCATED Nip SWILL OE Gt PSIECT !D TO A CNIPOIEr OR de!r m 'J>em A ware* 1 e 1p ~RAM 11E CLIP4IIMICIE 1p CONESSTIOLES PER TARE SG,, SICI S, Mlles WO PUCTkMORK A - DUCT SYSTEMS SHALL BE OF METAL. AS SET FORTH IN TABLES NOS. 6 - 6-B AND 6 - G OR FACTORY -MADE AIR DUCTS COMPLYING WITH UMG. STD. NO. 6 -1, UMG. FURNACE AIR DUCTS IN THE GARAGE THAT PASS THROU6HT THE LIVIN6/6ARA6E COMMON WALL SHALL BE NO. 26 6A/SE STEEL OR THICKER B - JOINTS AND SEAMS SHALL BE !UDSTANTIALLY AIRTIGHT, SECTION 6013 (G), TABLE NO. b -A (RECTANGULAR DUCTS) AND TABLE NO. 6-B (FLAT, OVAL. AND ROUND DUCTS), UMG. C - INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION 609, UMG. D - DUCT INSULATION SHALL BE INSTALLED IN ACCORD. WITH TABLE 5-II W/SEC.. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILVIN& ENVELOPE, INCLUDING ACCESS P/1NE1.5 INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, •ASKETED OR YEATHIERSTRIPPED TO LIMIT AIR LEAKAGE. 2. ALL. EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKA6E AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOOR'S BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE' AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL. EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM THE BUILDING, WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 263 -19. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT PROM TEST1N6 BUT SHALL HE HEATHER - STRIPPED, CAULKED, AND MADE T1SHT1_Y FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKA6E PER. MEG SEC. 502.4.4. VAPOR SARRI ERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL. (0.006") BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN AU. GRAIN" SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OP THE AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING NOT EXCEEDING I IS INSTALLED ON THE WARM SIDE OF THE INSULATION. THE VAPOR BARRIER BEHIND THE BATHTUB MUST HAVE A FLAME-SPREAD OF NOT GREATER THAN 25 AND A SMOKE DENSITY OF NOT GREATER THAN 450. UBC SEC. 101.9. HEAT NG EQUIPMENT REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF 6LAZIN6 INSTALLED. FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF 6LAZIN6, SEE 'VUEC TABLE 6-2 ' IN 6ENERAL NOTES. 6AS HVAC UNITS SHALL BE ISOLATED FROM LIVING AREAS, SET ON TOP OF AN 1b" H16H - I HOUR PLATFORM, AND HAVE COMB. AIR DUCT AND EXHAUST FLUE PER ALL APPLICABLE CODES. HVAG EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD. WATER TANK TO BE LABELED PER 1961 NAE"GA. APPLIANCES DE'S16NED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE R -IO INSULATION UNDER ELECTRIC WATER HEATERS 23 6PM FLOW RESTRIGTORS ON SHOWERS, TUBS AND LAVATORIES. FIREPLACES - (SITE BUILT AND ZERO - CLEARANCE) MANUFACTURERS INSTALLATIONS INSTRUCTIONS TO BE ON SITE FOR FRAMING INSPECTION FIREPLACES SHALL BE PROVIDED WITH A - TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. B - AN OUTSIDE SOURCE FOR COMBUSTION AIR MINIMRJM DUCT SIZE OF 6 SQUARE INCHES, WITH READILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX C - TIGHTLY FITTING GLASS OR METAL DOORS WITH A FLUE DRAFT INDUCTION FAN. SOLID FUEL- BURNING APPLIANCESMOODSTOVES SHALL BE PROVIDED WITH, A - OUTSIDE SOURCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE. B - OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER SPECS. C - TI61~fT'LY FITTING !SLAW OR METAL DOORS MANUFACTURERS INSTALLATION INSTRUCTIONS TO BE ON SITE FOR FRAMING INSPECTION YNATER HEA WATER HEATERS ARE REGIAR237 TO MST THE REQUIREMENTS OF MDT NAZCA STANDARD AND BE LAS AS SUCH. IN ADDITION, ELECTRIC MATER HEATERS INSTALLED' IK UNI.EATE, SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R-I0. 6A6 MATER HEATED MILL BE MOUNTED ON AN 16" HIGH PLATFORM MTH COMB. AIR DUCT NOD E HAUST FLUE TO OUTSIDE PER APPLICABLE CODES. APPUAMIES D15I&PW TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPL.IANGES SHALL BE DESIGNED ND GO6T'RUCTED TO SUSTAIN VERTICAL NV HORIZONTAL LOADS rlITMN THE STRESS LIMITATIONS SPECIFIED M THE BUILDING CODE. STRAP THE MATER HEATERS AT POINTS WIN N THE UPPER !/3 AND LOVER U9 OF ITS VERTICAL DIMENSION LOWER POINT SHALL BE MINImum 4' ABOVE CONTROLS PIPING INSULATION PIPING FOR HOT MIA SYSTEMS OF PIPING FOR CONTINJOUSLY GlRC•ULATIN6 !sot WATER SERVICE SYSTEMS IS REQUIRED TO HE INSULATED PER SEC. SOII3J1, TAEJE 5 422, M/5EG_ SERVICE MATER PIPINS TO BE SATED YrTH R SKYL I GHTS : KR UBC SECTION 2401 SCREENS NEED NOT BE P1e0vIPED AT SKYLI6HTS WHEN BOTH PAS ARE FULLY GLASS S PER SECTION 24005, 4, IF ALL OF THE FOLLOWING CONDITIONS ARE MET. A - THE 6LAZI46 AREA DOES NOT EXCEED 16 SQUARE FEET. d - THE H664E.ST POINT OF THE GLASS 15 NOT TO BE MORE THAN 12' ABOVE ANY WALKING KNG SURFACE OR ACCESSIBLE AREA C - THE M10NI1AIL THICKNESS OF EACH PAVE DOES NOT DEED SAD'. D - WARM. ARE REQUIRED FOIL ALL 6LAZies N 5K` U6MTS LOCATED mow THAN 12' AD01/E ANY /'MiLK1MS SWAGE OR ACCESSIBLE AREA PLuMENNIs twat CLOSETS HMV ASSOCIATED VALVES TM AT DO NOT USE mina THAN 1.6 6 Li. 6 Pe FLASH SPECIFY AEE TYPE DEVICE AT AAA. NOSE Des comma. VALVES OF iE messima dILAI'CE OR THE T1'lO CSTATIc IMMO VALVE TYPE AT 'NE 9i0R'!!!ES Arl3 SHOPIE R '..!HALL at r 1MTH A'TIL HARD NCNABSONEIENT '.SURFACE TO A *EMNT OF HOT L.II!'SS TWIN '» ABOVE 7NE DRAIN IN MIMI 6' P3R4 BOARD !S USED Adi A D/1E Molt TILE OR /'ALL PAWLS AT '!10/'E RS. Molgt- RESISTANr 45YPSA0 BAJ120WNW'SHA LOE WED S C.. M' . , 3 icV‘ - { 1b CFM BEDROOMS MINIMUM MAXIMUM 2 OR LESS 50 15 3 1 80 120 4 100 I50 5 120 180 GENERAL NOTES COPE UNirORM BUILDIN6 GODS REQUIREMENTS ARE TO BE rou_ovico PER THE 1991 EDITION, AS WELL AS ALL APPLICABLE CODES, AND AUTHORITIES HAVING JURISDICTION PILING CONSTRUCTION TYPE- VN SNOW LOAD 25 P.5 r. OCCUPANCY GROUP. R - 3 SEISM ZONE r:RE ZONE 3 WIND SPEED: 80 MPH EXPOSURE CATEGORY B CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL. PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DESGREPANCIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. FOUNDATION UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 2000 PSr. TY'l0 STORY PERIMETER FOOTIN65 SHALL BEAR 1'-6" (MINIMUM) BELOW FINISHED GRADE. ONE STORY PERIMETER FOOTINGS SHALL BEAR 12" MIN. BELOW FINISHED &RADE. SEE DETAILS ON SHEET *2. SEE TABLE 18 -I-G IN 1991 IBC. ALL FOOTIN65 TO BEAR ON FIRM UNDISTURBED EARTH BELOW OR6ANIG SURFACE SOILS. BAGKFILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. PROVIDE 2 "X2 "X3/16" 114K STEEL WASHER AT ALL ANCHOR BOLTS PER 1491 UBC SECTION I8O6. E.1.2. CONCRETE MINIMUM GLASS AND USE F'G SLUMP SACKS /G.Y. A - FOOTINGS AND 2500 3 -4 5 1/2 FOUNDATIONS B - SLABS ON &RADE 2500 3 -4 5 1/2 I. AIR ENTRAINING AGENT (3% TO 656) TO BE USED IN ALL CONCRETE FLATWORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES (4 OZ. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 5. MIX MAY BE DESI6NED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1904 OF THE USG. 4. WATER -- CEMENT RATIO PER UBC 1905.1 R I NFOR NG STEEL ASTM A I5 GRADE 60, REINFORGIN6 STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AG I REPORT 315. CONCRETE COVER OF REINFORCING (PER UBC 11901.1.1) 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. 11/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. LAP COLUMN VERTICALS. CLASS "A" CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REI NFORCIN6 24 DIAMETERS. SPLICES AT TENSION RE&ION5 SHALL NOT BE PERMITTED. FRAMING ALL FRAMING TO COMPLY WITH UBC CHAPTER 23. NAIL SIZES AND SPACING TO CONFORM TO UBC, TABLE 23- I1 -B-I- a TABLE 23- 1I -B-2. FOR BOLTS SEE TABLES 23- I11 -BI ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH IS" MIN. CLEARANCE BETWEEN FLOOR JOISTS AND 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND STUDS: HEM - FIR *3 STUD &RADE JOIST, RAFTERS: (2X10) HEM - FIR •2: (2X12) BEAMS, e-, LINTELS, 6IRDERS: 4X10 4" NOMINAL. DOUG -FIR WI 6" NOMINAL DOu6 -FIR •I (SLUED LAMINATED TIMBERS: DOU6 -FIR LARCH (24F -V3) MICRO -LAM LVL. LOAD INS: ROOF: 15 PSF DEAD LOAD FLOOR: 40 P5F DEAD LOAD GEILIN&: 5 PSF DEAD LOAD DECK: 5 PSF DEAD LOAD INTERIOR PARTITION: EXTERIOR PARTITION: IN EARTH EARTH PSI) IN PSI) LUMBER STRENGTH (UNITS F V 15 15 15 85 Ib5 285 B 515 15 1015 480 + 25 PSF LIVE LOAD • 40 PSF LIVE LOAD + 10 P5F LIVE LOAD + 60 PSF LIVE LOAD E 1,400,000 1,400,000 1300,000 1300)000 1000 1,100,000 1350 1,600,000 2400 1,600,000 2800 2,000,000 _ 40 = 50 = 15 = 65 = 1 = 10 PSF PSF PSF PSF PSF PSF BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH FLAT CUT WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOGKIN& OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT Eta AND AT ALL SUPPORT OF JOISTS AND RAFT. BETWEEN SUPPORTS PROVIDE BLOCKING OR APPROVED BRIDGING AT 8' -0' G.G. FOR FLOOR .JOISTS, 10'-O` FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE I /2' DIAMETER AT 4-0' O.G. OR PER SHEAR WALL SCHEDULE; MINIMUM 1" EMBEDMENT. ALL METAL FRAMING ANCHORS AND HAWSERS SHOWN ON ORAW1N65 SHALL BE "STRONG TIE CONNECTORS' AS MANUFACTURED BY 5' - 'SON COMPANY OR APPROVED EQUAL. PLYYNOOD F'LYY'IOOD WALL AND ROOF SHEATHING SHALL BE 1/2" CDX OR 1/16 O.5D. EXTERIOR GRADE. UN.E56 OTHERWISE SPECIFIED. MINIM)'1 NAILING SHALL BE 10 PEW,' • 6' O.G. • PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4' CDX TI6 (OR EQUAL), UNLESS OTHERWISE SPECIFIED. MINI' -W NAILiNIS SHALL BE 10 PENNY AT 6` O.G. • PANEL ED6E5 AND 10' O.G. IN FIELD SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. ALL. EDGES OF PLYWOOD IN FLOOR, ROOF AND WALLS SHALL BE SUPPORTED. '°LYWOO`a EDGES AT FLOOR AND ROOF SHALL BE - AT EDGES rum CLIPS. 'a:.00KlNS OR OTHER APPROVIED METHODS. PLYWOOD E176E5 AT WALLS SHALL BE SUPPORTED BY FRAMING. MEMBERS OR BLOCKING. 055 Si-EA PRODUCTS OF EQUIVALENT SPAN RAT1N6E SHALL ':.E ALLOWED. STRUCTURAL. GLUED -LAM I NATED LUMBER SHALL BE DJ.,6.A5 F'R FABRICATED TO THE REOJII -E'fT OF U. 5. PRODUCT STANDARD PS 56. s R SHALL BE OE' SUCH GRADE TO °R'NDE NOM-1,44_ r1ORKIN& STRESS VAb. ES OF 2400 °a IN BENDING; 'i00 PS IN "Ir. 1600 P51 tN COH''P'RE'S510si PARALLEL TO GRAIN 560 P !N C- _ �.... PER°'END C.JL.AR TO &RAIN N.C. 165 °i51 H :ZON - AL SHEAR (COMBINATION ATION 24 -V3'. L MTKA'' D PlEt4EfERS TO BE AMC CERTIFIED_ 1.5E WATERPROOF 6' LE. Woor, TRUSSES 'R! 5E5 SPIALL 9E ?_.5*6"ED BY A RE615TERED r1r4GWr16TON STATE EN&NEEER AND AT' D r:0%! O'�L'r -- ErS• E pc5;6. S. "Q.55E5 TOM 5' ED 3Y - If MA FAC^J R OR B" A GIUAL:''''' CO ROL SLC A5 - € WASHINGTON STATE 255 E' ABFt G A GO.rtiC!L ROOF ".'S5 5 i6's S+AL- BE 5tE* FOR APPROVAL PR 2R TO E=ABR{., IMON PrCh- BEAR'* + ..-5 S'-A`L BE .P /V'+IA" FA '' ',..'55 Barrow co4oR ✓ Ft Ati A°O'Q ?JEr, TAS EAR •SILK,. AS 5- *''P5SG!. c- - C E\5 _ ,W : -"AT '1'E '�.SE 9CO Cr17 D IFIL NC' BEAR ON ■ - 1- 4 E ML. 04°°'°'QC"•/E ' M S.r -ALL BE :aSET. Al 41 4..i. C.ON G' RAFTERS .LACK 04 » A_ ROOF 'R.IS °.E FRAMED AND - TED N O T•E FIRAME WORK ANC 56g 14 46. 5 SC AS - 'C E'flR`' Ar ti"'E5RL, FAR Cr =f MOLE 96 ,..7'vfs R^ Or -AVE r E',C •rC S .. •+A ,/E 4 . - '" % 'dEhdEEIM WE- BEFOIM h? ...^. AD 5 Ft-ACM -PON - HE A6CNAL ANC SPA"' BR`t4: `6 S*-. _ BE ..S 'G FUTILE ALL -R.'c c '•SE5 rA- 9E FOR J " .:4?re A E'a..Lore TOP CMG °iSF OF - 8.96"414" Al "MA IBC" ✓C'Rw S arm OF TQ 97'AR"' AREA ""LE ROC 4 5 °aF 'OP CoOsC S D5 ' BC""'TY :t+CJ4"' FIRER. At._ES twA450V4" -' r "AC e.:•4 'FE ARE •'.^. BE 'W TO Ah GA LE OF TINE JDC - .7� r'-.EE •A14M,PW SS' 'FIRE ;..A" ;7R ■ER JBG Sec SC"2 'NIECE j-6 FL JE AREA PER JSC 'AME - :t. -= i - OrL• '" ol►.o .FtSor _ �Ec-Ir~c " ,4_ oR ARE - SE EOIICNr'DM rt"s+ - 60 0 " , ..-• ='T - *16 DAMPEIM C E.ATtE .` IA1 A REACL "'' AGGESeielLE > "SAL " APPROsel= ac"-op.w.vc GO'.'t. Amp AK K.1. - SCE scupicz OF C AR %wow CX+G' ' .M Ow b SCluARE 4HOwM N1 AREA. A ' REAI LI• CogERAELE VANPER :,OCA '* PilicNT *ART Or ‘ AD GA O/ /''W F AGES C)E"'S AND RBA► 'C BEAR! jj . oiit 1.2Z Whs. AL A 12 OE "'fir AC - LPER i 9FEC Y'��VC .E '*e ENTE'C cc'• ' Or AND '2" ''x EAr six or •Lace t DOORS AND YV I NPOYVS DOORS ( 112 + 0PEERAA L EXTERIOR DOOR IDTH) MIN LANDINb B" STEP TO MIN 36" DEEP X ALL &LAZING TO BE PER WSEC TABLE 6 -2 UNLESS NOTED OTHERWISE. ALL SKYLI6HTS AND SKYNLALLS TO BE SAFETY LAMINATED &LASS UNLESS NOTED OTHERWISE. FRENCH DOORS TO BE DOUBLE •LAZED NON TESTED ASSUMED U VALUE OF AO, UNLESS NOTED OTHERWISE, WITH SAFETY 6LAZIN6. FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE; BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING &LASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. EACH LI6HT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF &LASS. IDENTIFICATION or 6LAZIN6, IN HAZARDOUS LOCATIONS SHALL BE IN ACCORDANCE WITH UBC SECTION 2406. PROVIDE SOLID CORE DOORS • ENTRY AND FROM &ARA &E TO LIVING AREAS ( AS WELL AS ANY OTHER DOORS TO THE EXTERIOR); PROBIDE SELF - CLOSURE DEVICE ON DOOR TO &ARA6E, PER UBC 302.A, EXCEPTION 3. SEE PLANS FOR: - MAXIMUM &LAZING AREA. - GLAZING MFG. AND MODEL NUMBERS. - WEIGHTED UA CALCULATION FOR SUB - STANDARD 6LAZIN6. SAFETY GLAZING LOCATIONS AS PER UBG SECTION 2406.4: I. INSRE55 AND EGRESS DOORS 2. SLIDING &LA55 DOORS, S MIN&IN& GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURES 4. 6LAZIN6 W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION, t BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING. SURFACE 5. GLAZING GREATER THAN q S.F. LESS THAN 19" ABOVE FINISHED FLOOR 6. 6LAZIN6 IN GUARDRAILS 1. &LAZING IN STAIRWELLS AND WITHIN 5' OF TOP / BOTTOM OF STAIRS. INSULATION UNLESS NOTED OTHERWISE, INSULATION TO BE PER WSEC TABLE 6 -2 INSULATION BAFFLES TO MAINTAIN IS ABOVE INSULATION BAFFLES TO EXTEND 6" ABOVE BAIT INSULATION. BAFFLES TO EXTEND 12" ABOVE L00Ct FILL INSULATION. INSULATE BEHIND TUBS /SHOPERS, PARTITIONS AND CORNERS. FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS USE PVA PAINT WITH A DRY CUP PERM RATIN& OF I MAX. WALLS BETWEEN HOUSE AND 6ARA6E R -Iq U.N.O. FLOORS ABOVE CRAWL- SPACES, 6ARA&E, R -I9 U.N.O. OR AT CANTILEVERS OVER &RADE TO HAVE ALL ATTIC SPACES TO HAVE • CEILINGS R -30 (MIN.) U.N.O. DUCTS IN UNHEATED SPACES R -8 SHALL MEET REQUIREMENTS OF 1981 NAECA AND BE 50 LABELED. &A5 WATER HEATERS 11. III. IV. V. VI. VU. WASH I NGTON STATE ENERGY CODE - TABLE 6-2 1A S1 -I I - EFFECTIVE JULY I, 2000. TABLE 6-2 - PRESCRIPTIVE REQUIREMENTS FOR 6ROUP R OCCUPANCY CLIMATE ZONE I - HEATING BY OTHER FUELS oPT1oN•HVAG GLAZING 6LAZIN6 DOORS CEILINi VAULT510 HALL > L -rNT IMAL4. -EXT4 mom"' SLAe EQUIP. % FLOOR U -VICE. U -VALUE cout.469 ABOVE BELOW BELOYI ON EFFtc. AREA &RAPE GRADE 6RAOE GRAVE 10% 12% 21% 214E 21% 50% 0.10 0.65 0.TS 0.65 0.60 0.45 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 R-90 R-90 R-90 R-50 R-S0 R-96 R-50 R -30 R -90 R -30 R -90 R -50 R -30 R-90 R -IS R -I5 R -14 R -I4 R-14 R -Iq R -I4 R -IS R -I5 R -I4 R -I4 R -I4 R - 14 R -14 R -10 R -1O R -10 R -I0 R-10 R -I0 R -I0 NOTE: SEE WS.E.G. TESL. 6-1 FOR PRESCRIPTIVE REQUIREMENTS FOR ELEC. RE5I5. HEAT. • SEE GLAZING SUMMARY FOR EXERCISED OPTION. I MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESI6N H4A5 A 6LAZIN6 RATIO TO THE CONDITIONED FLOOR AREA OF 14%, IT SHALL COMPLY WITH ALL THE REGUIREIIENTS OF THE 21% 6L.AZ 145 OPTION (OR H16HEFi). PROPOSED DESIGNS Y6NGH CANNOT MEET THE SPECIFIC REt2AREMENTS OF A LISTED OPTION ABOVE. MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THIS CODE. 2 REGIJIRE EKT APPLIES TO ALL GE1L1P 9 EXCEPT 5IN6t E RAFTER OR JOIST VAULTED GEILM65. 'ADV' DENOTES ADVANCED FRAMED GEILINS. 9 REGJIRe-ENT APPLICABLE OILY TO S1146LE RAFTER OR JOIST VAULTED GEILJN55 4 BELLOW GRADE VALETS. SHALL BE INSULATED BTT@t ON THE EXTERIOR TO A M?NW4M LEVEL OF R-10, OR ON THE INTERIOR TO THE SAP-1E LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED AGGORDINS TO THE MANUFACTURER'S SP6GIFIGAT1CI . SEE SECTION 6022 S FLOORS OVER CRAM_ SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. • REWIRED SLAB PERIMETER IP&LATION SHALL BE MATER RESISTANT MATERIAL, MANJFAGTUR'D FOR ITS INTENDED USE, AM INSTALLED A.GOROINS TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. T THESE OPTIONS SHALL BE APPLICABLE TO 1t'AJILDtP LESS THAN THEE STORIES. e THIS PYg.L INSULATION REWREMENT DENOTES R-14 NA LL CAVITY INSULATION PLUS R-5 FOAM SFEATMNS. 4 MMIMJM HVAC EQUIPMENT EFFICIENCY REGIUREMENT. tor' DENOTES AN AFUE OF 0.14. WED.' DENOTES AN AFJE OF 0.16. 14160' DENOTES AND AFlUE OF 0.66. MISCELLANEOUS NOTES I. GUARDRAILS TO BE 36' MTN. ABOVE FINISH FLOOR.. 2. HANDRAILS TO BE 34' - 38' ABOVE NOSING, WITH HANDGRIP OF 11/2' - 2' IN GROSS SECTION. 3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4' IN DIAMETER CANNOT PASS THROIJ&H. 4. Oh'E HOUR FIRE SEPARATIONS BETME£N GARAGE AND DMELLIN6: INSTALL 5/8' TYPE 7C GYPSUM WALL BOARD ON ALL WALLS AND CEILIINIGS, BEAMS, POSTS AND MARINE. WALLS. STAGGER JOINTS FROM PLYWOOD BELOW 1 APPLICABLE. 5. BEDROOM E ER6ENiCY E6RF56 P"I147OM15: MINIMUM NET CLEAR OPENING OF 5.1 50. FT., MIN. . NET CLEAR OPENABLE YfPTH OF 20' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'. MAXI?wU4 FINISHED S LL HEIGI. T OF 44" ABOVE FLOOR 6. EACH 5LEIN6 ROOM SHALL BE PROVIDED YIf/ A SMOKE DETECTOR (INTERCONNECTED) PER SECTION 310.4. SMOKE DETECTORS SHALL BE /4/ A BATTERY HACK -UP. PER SEC. 310_9.1.5 AND, LOCATED PER SECTION 340.4.14. 1. Alte.k4ORED VENEER STALL BE PROVIDED WITH s2.2 G.A. x 3/4" CORROSION RESISTANT NC440R TES_ THE A■GH;OR TIES SHALL BE SPACED A MAX_ OF 24 O.C. AND SUPPORT ND MORE THAN 2 5Q. FT. OF VENEER. IN SEISMIC ZONE 3 t 4 THE EXTENDED LEG OF T•E ANCHOR TIE 94' L LOOP AROUND A >•4 6A. CONT. HORZ. JOINT REIlFORC V IRE _ I NTEC ?ATED k*4OLE HOUSE VENT SYSTEM ..LIFIGAT'}C 6 FOR THE KIWI VEITTLAT30N AND INDOOR AIR QUAL.IT`' CODE FOR 1 O1DERA''ED INTE'SRATM FORCED AIR VEti "ILAnON SYSTEM_ A SOURCE SOECIF G VErTZL.A71<ON RECIumWslacS i_ E,o4* 'T' FAIN A- SA T' 4 1400 "5. LA NDRES. NOD POMDE4 RO'.» - 50 CF *-1. • O.25' +C' G G - OD C>=*! • C.25' r"l&. RAN SE HOODS NC DOP*I DRAFT RAMSES MAY BE RAC A" 6 00 Cr" • 025' r4.5. : Esc* -A /S ✓ZG r A- 9E !*66"_A'E^ -� R 44 SPACES e - BE EGILAPPEP Wu A BAC. T D A■gf , A "'A4 •PW Cl."'SDE E 1 0Jt1l.Ir''rb e t7L.SE VENT LA"a^.Jr RECIPAREIwEwir WV's &At BE acolAr i ALL •411/43 AEL.E 4 40 ' - '-E E'ORC.E ' AIR +£r► - . 'ms s 5Y5 Ll51 s "'E z OCX0411 `E -4 40C- 1_ S•4.L GCl�,p `' �-H -%4E ° JL....ON'fIVC� A,- BE SIZED AGGORIONb TO 'ASE 3--5 'S- BE DIJC"'°....? THE ExTER AID :G''• C EP "'0 'sE AIR 5i' N4 =OM 'EE" J"5'REAi o or - HE 9J14l AGE MOWER. C- BE /41 A ' : R-4 A4 LCICA'EC mT's4 -*EA' 'M AREAS ID- BE °Rc O e * * - *E El+TIte OF STS .J. AV! N 0'+64 MATBRIAL E- Nt2r RECEIVE FRE5r AIlt SON - '+E FaL.,OD'MNos &AEAS •' IPE N4 'v34 ' " OF AN APd AI'CE VEND 06 ;MESS "% ANT GIl.''.'s.E` S ' ' A I THE 'E$'.5t► A/II ICE'*' 2: ',VIE .ilL _ 0, CK JP OBOE TIO***EL E COORS FLPIES OR FLAMMABLE VAP O•S_ S: A mAZARDcuS OR ws.N4 - Alr'- LOCA A ROC** OR 9 *O FLUB. EURNI NIS -MOM SS CLOSE! ' *MK tT A VEIN, OPeaMb6 OF A Ji P s 9+ AVM E56 "*E ' O�1rb a A' L.EIIb T MET &DOVE *NE 6 A CRAM 'SP^OES. OR 6041 S R-14 R-14 R-I4 R -I4 R-4I R -25 R -25 R -10 R -IO R -I0 R -IO R -10 R -I0 R -10 2. THE INLET DUCT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A- THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER OR B- A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2; OR C- AN AUTOMATIC FLOW RE6ULATIN6 DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.1 INCHES WATER 6AU&E AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. VENTILATION SYSTEM CONTROLS: AN AUTOMATIC CONTROL SUCH AS A CLOCK TIMER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF THE FINAL INSPECTION, THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN AND MOTORIZED DAMPER FOR A MINIMUM OF EIGHT HOURS. THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WITH VIAQG SECTION 302.2.2 BY EITHER ON SITE FLOW TESTING OR AN ENGINEERED DESIGN. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED NOTE: THE 60VERNIN6 BUILDING DEPARTMENT RECOMMENDS THE INSTALLATION OF A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MANIMUM SONE RATING OF 1S AND SIZED ACCORDING. TO TABLE 3 -2 AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDIN6 CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH ABOVE THE FINISHED FLOOR. TABLE 3 -2 I. THIS TABLE SHALL. NOT BE USED FOR DWELLING UNITS CONTAINING MORE THAN 5 BEDROOMS. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING I. FOR EACH ADDTIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -3 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOYe MJMEERIN6 MORE THAN 3 INCREASE DUCT DIAMETER I INCH. 5ASIG MECHANIGAL SOLID FUEL 53URN I NG APPLIANCES SOLID RILL BJURNIN & APPLIANCES INCLUDE AIRTIGHT STOVES. FIREPLACE STOVES, ROOM HEATERS / FIREPLACE STOVES, FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS. UNLESS °THERE" I E ADOPTED BY KING Coatrr, ALL SOLID FUEL B RNINib APPLIANCES SHALL COMPLY MItITH THE PROVISIONS OF SECTIONS 406 AND qOb, UMC. HEATING EACH 0•ELLIN6 UNIT SHALL BE PROVIDED PITH HEATING FAGIUTES GAPAI°L,.E OF MAINTAINING A TD4FERA'[IJtRE OF 10 F AT A HEIGHT OF 9' ABOVE THE FLOOR IN ALL HABITABLE ROOMS MEN THE OUTSIDE TEMPERATURE IS A5 SET FORTH IN SECTION 902J, WASHINGTON STATE ENERGY CODE. SECTION 910.11, UBG. DEFINITION. BUILDING ENVELOPE. THE ELEMENTS OF A BUILDING YM#CH ENCLOSE SEG 201, CONDITIONED SPACES THR?iOUGH M IGH TEAL ENERGY MAY BE W.SE.G. TO OR FROM THE EXTERIOR, EXCEPT AS BY THE PROVISIONS OF SECTION! 1013J. A - FUEL ISURt6NS EQUIPMENT LOCATED WITHIN THE BJILDMS ENVELOPE (CONSTRUCTED Utc'ER THE MASK/ASTON STATE ES'ER*Y CODE) SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS, NE£T1N6 THE PROVISIONS OF SECTION 109, UMG. B - TO NEST THE PROVISIONS OF SECTION 606.1 U.M.C. ME I- BIJ M& Ed!PMEN UT T LOCATED ONSIDE THE aLiLDQN6 ENWELOFE SHALL BE VENTED C - OLCI ORK, LOCATION NV SOURCE OF COMBUSTION AIR, RBIERENCE SECTIONS 102 - 10T U.M.G. N1. 1"INl14 -Alit FURNACES SHALL BE LISTED AND LAMED BY AN !APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS, SECTION 904, U P4C. APPUANCES MENDED' FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTIE D. SECTION 904 UMG. ND PLARM rumAces SHALL BE MlbTAWS:7 M A ROOM USED OR DIMMED 'D TO OE LEEP AS A BEDROOM, BATHROOM. I. CLOSET OR N ANY ENCLOSED SPACE NTH ACCESS ONLY SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FUDGES, AND ELECTRIC HEATNib FuRNACES. SECTION 3043 (S), WK. NO 1'14 NR FURNACE SMALL BE INSTALL= M A CLOSET OR ALCOVE LESS THAN I2' HIDER TWA THE FURNACE OR FURNACES INSTALLED THEREIN "tTH A MINIMUM CLEAR MOWN* SPACE LES5 THAN 5 AWNS TIC SIDES, BACK AND TOP OF THE FURNACE. E.. SECTION 9042 (U, UMNG. LIGUEFIED PETRCLBJH SHALL L NOT BE 66TAL LW M A PET, BASEMENT OR SAAR LOCATION MERE HEAVIER 6,18 MIGHT COLLECT. APPL1ANGft SO PIELED SHALL NOWT BE INSTALLED M AN UNDER - FLOOR SPACE OR BASEMENT IMUE'SSS 5,ICH LOCATION I5 PROVIDED I IMO AN APFMeOVeo ►f/V!5 POR IlteolOvAL OF utrupetep OAS. SECTION 5043, L. IHEATM6 AND 6001.10b 6SurldebrT LOCATED M A 6AiRA6E AND 1 4CM GATES A OLOK SPARK OR FAME GArADLE OF IGNITT116 VAPORS SHALL BE INSTALLED ATM "TIE PLOTS AM, BURNERS OR HEAT$Ib ELEMENTS AND SPaTcHES AT LEAST 6 INE,,0 ABOVE /IIE FL OM LEVEL_ SECTION 309.13, MF't!E OAAPERS NEED NOT OE INSTALLED 91 AIR DIPGTS PASS*** Ts#0U6s4 THE /r/1L,1,, IFL.00R OR GBJlEr 'JEMItA ?!!b A RESIDEME WIMP R. MASON' 9 OCCUPAN `.^ FROM A 16&RAGE War U. DIVISION 1 OCCUPANCY), PR47vIDEP 61PIGH INC1'S Aim THE 6ARA6E ARE CONSTRUCTED OF S ?M. wow. A INICKNESS NOT LESS THOM O.OM INCH fn. 26 16ALV441223, SHEET GAME) NV S 4*A IUD O ENINS INTO THE SAIRAGE. 'J6G ?NoN 3024, WIC. i'tIIRNACE INSTALLATIONS M ATTfGS OR GRAIL owes enft i. GQ*L1r N TH 56GTIoNS Sit 1130. AND 904.1, 904A 'fit I EVelr APPUANCE OE ISPI D 10 E VEPRED SHALL E CONNOCTED TO A VENTING 9',71.4 COMPLYIIINF MTh c, 4AP1et a , AND TABLES NCIS. b-s AND 6-C, N WC. . E VERir FACTORY DIRT comet, Tyra L VW. 'roof • WO Veer OR TM WI OAS, VENT'SKALA. E IIRSTKLm M ACCORDANCE /STN 1NE MOS rr5 LIST MID 'ye arpucAmiz '*w7v_ of secs Sogi 6CTt. A TAPE sat El n We VENT SHALL MIlMIV►1E *ele MC, 6064 I 6-A tP4C, A TYPE L Venus OMEN! a1 SML . 1El4M►lE 1167R LEIS THAN 2 ITT A IM& /WE HINIMEST POW /IDLE VIE VENT P VISES 106110110N THE MCP Cr INC SIOL06• PIND AT LiIdT 7 I LIMN III!', CP WE DLDI N. WPM 10► cot wE VHF ',JOGTTAi 60163: SWIG. TALE 61A VOir COMIECTORII !MILL E INITALLW MINN N 1!E SPACE OR PAM IM MOM LANE APPUAINCE S LOCATED Nip SWILL OE Gt PSIECT !D TO A CNIPOIEr OR de!r m 'J>em A ware* 1 e 1p ~RAM 11E CLIP4IIMICIE 1p CONESSTIOLES PER TARE SG,, SICI S, Mlles WO PUCTkMORK A - DUCT SYSTEMS SHALL BE OF METAL. AS SET FORTH IN TABLES NOS. 6 - 6-B AND 6 - G OR FACTORY -MADE AIR DUCTS COMPLYING WITH UMG. STD. NO. 6 -1, UMG. FURNACE AIR DUCTS IN THE GARAGE THAT PASS THROU6HT THE LIVIN6/6ARA6E COMMON WALL SHALL BE NO. 26 6A/SE STEEL OR THICKER B - JOINTS AND SEAMS SHALL BE !UDSTANTIALLY AIRTIGHT, SECTION 6013 (G), TABLE NO. b -A (RECTANGULAR DUCTS) AND TABLE NO. 6-B (FLAT, OVAL. AND ROUND DUCTS), UMG. C - INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION 609, UMG. D - DUCT INSULATION SHALL BE INSTALLED IN ACCORD. WITH TABLE 5-II W/SEC.. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILVIN& ENVELOPE, INCLUDING ACCESS P/1NE1.5 INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, •ASKETED OR YEATHIERSTRIPPED TO LIMIT AIR LEAKAGE. 2. ALL. EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR LEAKA6E AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOOR'S BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE' AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL. EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM THE BUILDING, WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 263 -19. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT PROM TEST1N6 BUT SHALL HE HEATHER - STRIPPED, CAULKED, AND MADE T1SHT1_Y FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKA6E PER. MEG SEC. 502.4.4. VAPOR SARRI ERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL. (0.006") BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER THE GROUND IN AU. GRAIN" SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OP THE AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING NOT EXCEEDING I IS INSTALLED ON THE WARM SIDE OF THE INSULATION. THE VAPOR BARRIER BEHIND THE BATHTUB MUST HAVE A FLAME-SPREAD OF NOT GREATER THAN 25 AND A SMOKE DENSITY OF NOT GREATER THAN 450. UBC SEC. 101.9. HEAT NG EQUIPMENT REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF 6LAZIN6 INSTALLED. FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF 6LAZIN6, SEE 'VUEC TABLE 6-2 ' IN 6ENERAL NOTES. 6AS HVAC UNITS SHALL BE ISOLATED FROM LIVING AREAS, SET ON TOP OF AN 1b" H16H - I HOUR PLATFORM, AND HAVE COMB. AIR DUCT AND EXHAUST FLUE PER ALL APPLICABLE CODES. HVAG EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD. WATER TANK TO BE LABELED PER 1961 NAE"GA. APPLIANCES DE'S16NED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE R -IO INSULATION UNDER ELECTRIC WATER HEATERS 23 6PM FLOW RESTRIGTORS ON SHOWERS, TUBS AND LAVATORIES. FIREPLACES - (SITE BUILT AND ZERO - CLEARANCE) MANUFACTURERS INSTALLATIONS INSTRUCTIONS TO BE ON SITE FOR FRAMING INSPECTION FIREPLACES SHALL BE PROVIDED WITH A - TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. B - AN OUTSIDE SOURCE FOR COMBUSTION AIR MINIMRJM DUCT SIZE OF 6 SQUARE INCHES, WITH READILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX C - TIGHTLY FITTING GLASS OR METAL DOORS WITH A FLUE DRAFT INDUCTION FAN. SOLID FUEL- BURNING APPLIANCESMOODSTOVES SHALL BE PROVIDED WITH, A - OUTSIDE SOURCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE. B - OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER SPECS. C - TI61~fT'LY FITTING !SLAW OR METAL DOORS MANUFACTURERS INSTALLATION INSTRUCTIONS TO BE ON SITE FOR FRAMING INSPECTION YNATER HEA WATER HEATERS ARE REGIAR237 TO MST THE REQUIREMENTS OF MDT NAZCA STANDARD AND BE LAS AS SUCH. IN ADDITION, ELECTRIC MATER HEATERS INSTALLED' IK UNI.EATE, SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R-I0. 6A6 MATER HEATED MILL BE MOUNTED ON AN 16" HIGH PLATFORM MTH COMB. AIR DUCT NOD E HAUST FLUE TO OUTSIDE PER APPLICABLE CODES. APPUAMIES D15I&PW TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPL.IANGES SHALL BE DESIGNED ND GO6T'RUCTED TO SUSTAIN VERTICAL NV HORIZONTAL LOADS rlITMN THE STRESS LIMITATIONS SPECIFIED M THE BUILDING CODE. STRAP THE MATER HEATERS AT POINTS WIN N THE UPPER !/3 AND LOVER U9 OF ITS VERTICAL DIMENSION LOWER POINT SHALL BE MINImum 4' ABOVE CONTROLS PIPING INSULATION PIPING FOR HOT MIA SYSTEMS OF PIPING FOR CONTINJOUSLY GlRC•ULATIN6 !sot WATER SERVICE SYSTEMS IS REQUIRED TO HE INSULATED PER SEC. SOII3J1, TAEJE 5 422, M/5EG_ SERVICE MATER PIPINS TO BE SATED YrTH R SKYL I GHTS : KR UBC SECTION 2401 SCREENS NEED NOT BE P1e0vIPED AT SKYLI6HTS WHEN BOTH PAS ARE FULLY GLASS S PER SECTION 24005, 4, IF ALL OF THE FOLLOWING CONDITIONS ARE MET. A - THE 6LAZI46 AREA DOES NOT EXCEED 16 SQUARE FEET. d - THE H664E.ST POINT OF THE GLASS 15 NOT TO BE MORE THAN 12' ABOVE ANY WALKING KNG SURFACE OR ACCESSIBLE AREA C - THE M10NI1AIL THICKNESS OF EACH PAVE DOES NOT DEED SAD'. D - WARM. ARE REQUIRED FOIL ALL 6LAZies N 5K` U6MTS LOCATED mow THAN 12' AD01/E ANY /'MiLK1MS SWAGE OR ACCESSIBLE AREA PLuMENNIs twat CLOSETS HMV ASSOCIATED VALVES TM AT DO NOT USE mina THAN 1.6 6 Li. 6 Pe FLASH SPECIFY AEE TYPE DEVICE AT AAA. NOSE Des comma. VALVES OF iE messima dILAI'CE OR THE T1'lO CSTATIc IMMO VALVE TYPE AT 'NE 9i0R'!!!ES Arl3 SHOPIE R '..!HALL at r 1MTH A'TIL HARD NCNABSONEIENT '.SURFACE TO A *EMNT OF HOT L.II!'SS TWIN '» ABOVE 7NE DRAIN IN MIMI 6' P3R4 BOARD !S USED Adi A D/1E Molt TILE OR /'ALL PAWLS AT '!10/'E RS. Molgt- RESISTANr 45YPSA0 BAJ120WNW'SHA LOE WED S C.. M' . , 3 icV‘ - { 1b gra • . —r `3) fORGH SLAB/FI7N. SLAB PRAM* AND POUNDATiON DIMNSION ream rot ELEVATION 0/ IS L.S. OLD& PAPER OR MR M'ILTRATiON BARRIER 0/ SHEATHIP* PER PLAN Z-I•LASHINb HOOD TRIM OPTIONA . 27C4 STUDS AT I6 2)c4 P.T. SILL PLATE MV I/2' • X IO' ANCHOR DOLTS PER SHEAR MILL SCIEOLLE (• 4b' 0.G. ELSEM ERE) • IT MAX. P'4ROM ENDS r MIN. EM EDM I T 4° cONC. SLAB 0/ ri 6 MIL WPC* MOWER 0/ 6RAPILLAR PILL • •• • 114 VERT. • I6' DC. 04 G0t4T. S0'TTOM I'1lII4t* AND FOUNDATION P MENSIOW PIN I H PER ELEVATION 0/ IS I.S. a.D& !PIER OR AIR INFILTRATION BARRIER 0/ SI'EATH** PER PLAN Z- PLA4NNd 1•4201, TRIM Olrn0tw. s yo x • 0) 04 tikkA cow. Tor DRAIN . • 4" 8" *41, 2X6s1V9• 16 0.C. 0/ R•21 BATT IPeLL. '2X6 P.T. SILL PLATE VV VZ' 40 X 10 ANONOR DOLTS SHEAR MALL SCHEDULE (• 40' 0 G. El.SEI'IHERt') • l2" MAX. PROM ID9 1 MIN.1 . se4T � 4' GOUG. 9LAS 0/ O MIL VAPOR SWUM 0/ 4' GRANULAR PILL SCALE i I' • le-O' r 5) FN./I NSULATED SLAS/EXT. I PIIIAMINI, AND FOUNDATION DIMENSION 2c STUDS . is• vac.. 2346 PRESeu1! TREATED SILL PLATE W 1i2' DIAMETER ANGFCR DOLTb AT 4.0' O.G. Is MIN. SCHEDULE: r'erq wui� 4.elfb�+p�' acxe. r. rs 41' V' 41, auae.r. rat?' TYPICAL GARAGE FN. 13� INTERIOR SEARIN& WALL FOUNDATION NOTES I. WRITTEN DIMEN510NL5 TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. AU.. F00TIN65 TO HAVE A MINIMUM DEPTH OF 16" BELOW FINISHED GRADE. 9. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARN WITH MINIMUM 2000 PSF BEARING PRESSURE (REFER TO SOILS REPORT WHEN REQUIRED). S. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRESSURE TREATED. b. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 'T. PROVIDE TEMPORARY BRACING AS REQUIRED. UNTIL ALL PERMANENT CONNECTIONS AND STIFFENIN& HAVE BEEN INSTALLED. 6. PROVIDE DOUBLE LVLJJOIST OR BLOGKIN6 AT PARTITIONS ABOVE. q. PROVIDE 15"x?" FOUNDATION VENTS WITH 1/4" CORROSION RESISTANT WIRE MESH AS REQUIRED PER CODE. 10. • DENOTES BEARIN S POINT IN 2X4 PONY WALL, PROVIDE MIN. (2) 2x4 STUDS • WNI7IGAT'ED POINT UNLESS NOTED OTHERWISE. II. CRAWL SPACE TO BE A MINIMUM OF 16• BELOW FLOOR JOIST AND 12" BELOW BEAMS OR ORDERS WITH MIN. 6 MIL BLACK VAPOR BARRIER &ROUND COVER LAPPED 12" AT SEAMS AND EXTENDED LP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO BE 4x10 •DF (SEE SHEET I FOR LUMBER ST1RENSTH VALUES). UNLESS NOTED OTHERWISE. I9. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLICES) TYPICAL UNLESS NOTED OTHERWISE TYP • ISOLATED BEAM RUNTS. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24 "x24"x10" THICK WITH (2) *4 BARS BOTTOM EACH WAY, UNLESS NOTED OTHERWISE. 15. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 2"x2 "x9 /I6" PLATE MASHERS. U.B.C. 1806.6.1. FOOTING SCHEDULE 24" DIAMETER X 10" THICK CONCRETE FOOTING WITH (2) *4 BARS EACH IIAY. 30' DIAMETER X 12" THICK CONCRETE room WTH 0) *4 BARS EACH WIRY. 24*xb• THICK CONTINJOUS G. FOOTING MN (9) s4 BARS. • 0 Q04- 440 m STUB OUT *4 BAR 24' • Ib" O.G. 4'-2" joy 3.o. 4 STUB OUT *4 BAR, 24" • Ib• OG. 15 -p ' ____ / 4 '_ " 1 .7; r i .4 .4 • ; ., 110 J 14 ) (4 ‘ 4 05t alsi 0 - - 1 I MAN FLOOR 440 SP. IIPPON 104 SF. 7 m. PINISMED MIA 1334 sp_ 411411PAINE 250 SF. • • t �1A I N FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEI6HT 9' -I" THIS FLOOR U.N.O. 3. ALL HEADERS TO Be 4x10. D.F. 10 2 UNLESS OTHERWISE NOTED, CHECK PLAN. EGIUIVALENT PARALLAM BEAM MAY BE SUBST1TVTED IN PLACE OF BEAMS • HORS. 4. 5OTTOM OF HEADERS TO BE 6'-6" This FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x6 WITH R -2I INSULATION U.N.O. 6. ALL FRAM NAILING TO SATISFY CHAPTER 29 U.B.G. BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATNIN6 NAILED WITH IOd AT 6" O.G. (ED6 E) AND 12" O.G. MIELP), UNLESS NOTED OTHERWISE, TYPICAL. '7. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. b. PROVIDE SOLID BLOCKING OVER SUPPORTS. M. FIRE BLOCKING AT ALL PLUMBING PENETRATIONS IO. ALL '.STORAGE AND SPAGE5 UNDER STAIRCASES TO BE FINISHED WITH 5/6" ri'PE "X" GYPSUM BOARD. U. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4' WALLS UNLESS NOTED RISE. 12. FINISH ALL CEILINGS WITH '3 /8" 6YPSUM BOARD. 19. AT 'GARAGE USE S /a" TYPE "X" GYP. BD. AT ALL COMMON WALLS, ALL CEILING AND ALL EXPOSED BEAMS. 14. PROVIDE 26- 6AU••E 6ALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP,) LAP BUILDING PAPER OVER. 15. HOLD SIDING 6" ABOVE FINIS GRADE, TYPICAL. 16. Ve DOWG SPECIFIED ARE MF6R BY: SUMMIT OR EQUAL. U : PER SCHEDULE CONTRACTOR TO VERIFY ALL ROU6HH OPENINGS. 11. FASTEN MULTI-LAM 2X BEAMS PER U.B.G. , STANDARD'', CHAPTER 29, TABLE 29-II-B-1, TYPICAL lb. HANGERS AT POSITIVE CONNECTIONS TO BE SI1SON OR EQUAL. 14. GE1UNE. JOISTS TO BE 2x6 AT 24" O.G., TYPICAL U.N.O., PLAN SHOWS JOIST DIRECTION. 20. ALL VOIDS TO HE FIRE/DRAFT BLOCKED PER U.B.O. SECTION 109. 21. INSTALL WATER HEATER PER t497 HAECA, SEE SHEET 1. PROTECT FROM IMPACT PER 1441 UM C 5o4 AND 305.1. 22. FURNACE TO BE PLACED 18" ADV. FLOOR ON I HOUR FURNACE PLATFORM Y'V (2) 9/4" LAYERS PLYWOOD. PROTECT FROM IMPACT PER 1441 UMG 304. 23. DOOR BETYEEN HOUSE NV 6ARAISE TO EE 20 MIN RA ED, SOLID GORE, Ti6HT FITTING, MTH SELF CLOSURE 24. INSTALL DM VENT F1RPL.. PER TERMS OF U5T1N6 AND MFORS SPECS. PER SECTION 9102. 25. PROVIDE GOVT. *WVRAIL AT STAIRS A MIN OF I V2" FROM WALL., REFER TO DETAIL " ON 5i T NO. ". 26. STRAP THE MATER HEATERS AT POINTS PM M THE UPPER 1/3 AND LO ER I/9 OF ITS VERTICAL DIMENSION. LOWER POINT SHALL BE MINIMUM 4' ABOVE COI4IROL.S 21. MALLS MfTM 6REATE3It THAN 600 PLF REQUIRE A MINIMUM OF A 9x MEMBER AT AE11TTN6 PANEL EDSES AND SILL PLATES. FOR WALLS BETPIEEN 950 AND 600 PLF, ANCHOR BOLT SPAWNS HAS BEEN DECREASED BY 1.12 It/SE 2x NU- PLATE). MO. THE 23- 2- HF -H-I. 20. G i L : CATIONS OF REGISTERS M CEILING 24. ALL 94210E DETECTORS TO BE 110 VOLT A'T'M HAT 19er BAC.IQP. INTVICONNECTED. *90. TEES AND • FIRE BLOCKING OETPIEEN STUDS. " LIMIT 940MeIt FLOM TO 23 OPH. " PIW • MALL TO MTN% 10" ABOVE DRAIN INLET_ • ALL 6L.A P T *4 '10" AeOVE DRAIN iiET TO !E sArtry 6Ljos • VArm ONIMRIBIt 0115,417 WrINS BD_ SQUARE FOOTAGE S • SCALE • MP= r-cr 440 SP- .fn 20 SP. ati • ! FRAMING NOTES -UPPER Fj...00R I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT 8' -I" THIS FLOOR UNLESS NOTED OTHERWISE. 3. ALL HEADERS TO BE 4x10. D.F. *2 UNLESS OTHERWISE NOTED, CHEEK PLAN. EQUIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS 4 HDRS. 4. BOTTOM OF HEADERS TO BE 6 THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x6 WITH R -2I INSULATION UNLESS NOTED OTHERWISE. 6. ALL PRANEE NAILING TO SATISFY CHAPTER 25 U.B.C. BLOCK ALL PLYWOOD EDGES AND NAIL WITH ION AT 6" O.G. TYPICAL ALL EXT. WALLS. 1. PROVIDE DOUBLE JOISTS OR BLOCKING MERE PARTITIONS OCCUR ABOVE. 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. FIRE BLOCKING AT ALL. PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE 'X" GYPSUM BOARD. N. • DENOTES STOLID WARNS UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS UN NOTED OTHERWISE. 12. FINISH ALL CEILINGS PITH 5/6" (GYPSUM HOARD. 13. AT GARAGE USE '3/4' TYPE 'X' GYP. BD. AT ALL COMMON! WALLS, ALL GEILINS AND ALL EXPOSED BEAMS. 14. FASTEN! MULTI -LAM 2X BEAMS PER UB.G. STANDARDS, CHAPTER 29, TALE 29- 11 -B-I, TYPICAL 15. HANGERS AT POSSiTIVE CONNECTION TO BE S1? PSON OR EGUAL.. 16. ALL VOIDS TO EE FIRE/DRAFT BLOCKED PER UD.C. SECTION 104. 11. PROVIDE CONT. HANDRAIL AT STAIRS A MAN OF 11/2" FROM WiALL, RZFER TO DETAIL I 51 T NiO. 3. Ia- Jz LOCATIONS S OF IROOR RESISTERS 1A. UPPER FLOOR FRAMING TO BE 2x10 tr *2 FLOOR JOISTS • 16' O.G TYPICAL UNLESS OTH190115E, PLAN SHOPS DIRECTION_ PO €4 • '• r � r y r "• ' • • 1 • Or! o . ,� �t „ ail • • UPPER FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HE16HT TO 13E b' -I" THIS FLOOR U.N.O. 5. ALL HEADERS TO BE 4x10 D.F. *2, U.N.O. 4. BOTTOM OF HEADERS TO BE 6'-b" THIS FLOOR LR&E5S OTHERWISE NOTED S. ALL EXTERIOR WALLS 2x6 WITH R -2I INSULATION UNLESS OTHERWISE NOTED 6. ALL FRAME NAILING TO SATISFY CHAPTER 2 UB.G. BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SI•EATHIN6 NAILED WITH IOd AT 6" O.G. (ED6E) AND 12' O.G. (FIELD), UNLESS NOTED OTHERWISE, TYPICAL. 1. PROVIDE DOUBLE JOISTS OR SOLID BLOCKING OVER SUPPORTS. O. FIRE BLOGKIN6 AT ALL PLJJMBIN6 PENETRATIONS. 4. ALL STORA6E AND SPADES UNDER STAIRCASES TO BE FINISHED WITH 5/b' TYPE "X' GYPSUM BOARD. 10. 1 DENOTES SOLID SEARING UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4" WALLS UNLESS OTHERWISE NOTED. II. FINISH ALL GEILIN65 WITH 5/b' GYPSUM BOARD. 12. PROVIDE 26- 6AIrJ6E 6ALVANIZED SHEET METAL FLASHINS ABOVE WINDOWS MO DOORS. (TYP.) LAP BUIL.DIN S PAPER 15. WINDOWS SPECIFIED ARE MF6R. B1'i SUMMIT OR EQUAL. U is PER SCF EDULE CONTRACTOR TO VERIFY ALL ROUGH OPENING. 14. FASTEN MULTI -LAM 2x BE/VMS PER UB.G. STANDARDS, CHAPTER 23-I, TYPICAL. IS. CEILING JOISTS TO BE 2x6 AT 24' O.G„ TYPICAL U.A.O., PLAN SHOWS JOIST DIRECTION. 16. ALL VOIDS TO DE FIRE/DRAFT BLOCKED PER UB.G. SECTION 106. 11. ALL TUBS AND SHOWERS' • FIRE HLOGKM6 BETWEEN STUDS. • LIMIT SHOVER FLOW TO 25 6P.M. • WATERPROOF WALL TO WITHIN 10' ABOVE DRAM INLET. • ALL SLAMS WITHIN 10' ABOVE DRAIN INLET TO EE SAFETY SLAW. • VAPOR BARRIER BEHIND GYP. BD. lb. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACK-UP, INTERCONNECTED. I4. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 11/2' FROM M U ,, REFER TO DETAIL 14 ON SHEET NO. 2. 20. MALLS MTH 6REATEfR THAN 950 PLF REQUIRE A MINIHJM OF A 3x NCR AT Aa11T1146 PANEL. EP6E5 NV SILL PLATES. FOR MALLS BETS 3! 5" O AND GOD PLF, ANCHOR DOLT SPAGINS 14 BEEN DECREASED BY L!2 ttEE 2x 14134:43R5). U.B.C. TAKE 23- 2- I1 -I-I. 21. H AT POS1TINE GONEGTION TO DE S I PSON OR EGUAL. 22. ® s LOCATION OF FLOOR RESISTERS a LAMP. IZMIR PAW PIM NIP MIN WA b ... _. :. 1.7. ..... aim 'mid 1 I fi o < 6212 I I 6:12 r I . ei . ._ ..., TRUSSES I •24 • I i I -∎ j r L •A ACCESS i 1 Er t I I ` &ABL.E DID TRUSS • v i < 61t21 I COMMON - + •24 r 0.c . U =• ROOF FRAMING NOTCS 1. SHADED AREAS DENOTE DUMMY PRAMIN6 Oven ROOF PRAMIN6 BE LOW. 2. 1 DENOTES SOLID BEARIN6 UNDER CONCENTRATED LOADS. 5. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE, 2x6 HF *2 AT 24" O.G. TYPICAL U.N.O. S. ALL TRUSSES TO BE AT 24" O.G. TYPICAL U.N.O. 6. PROVIDE ROOF VENTS PER SEG. 15059 U.B.G. 1. ROOF PITCH TO BE 6 :12, TYPICAL UNtl.E5S OTHERWISE NOTED. 6. 16" O.H. TYPICAL • EAVES • 6" O.H. TYPICAL • SABLE ENDS, RAKES. 4. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN BIRDER TRUSS (PER TRUSS MANUF,) WHERE APPLICABLE. PROVIDE `SIMPSON" HI FRAMING ANCHORS AT EVERY AT EACH END AND AT GABLE END TRUSSES. 10. VENTED BL.00KIN6 OVER SUPPORTS. II. CHIMNEY HEI6HT TO BE 2' -0" MIN. ABOVE ANY PORTION OF BUILDING WITHIN IO' -0" PER UDC SECTION 5102. DIHERE APPLICABLE) 12. BRAGINS: (STICK FRAMED AREAS ONLY) * (2)2x4UPTO 10' LOP*. ▪ (2)2x610'TO14'LOT . * ('3) 2x6 OVER 14' LONS. 15. PLATE HEI6HT : • MAIN FLOOR E0-1", TYP. U.N.O. • UPPER FLOOR 6' -1 TYP. U.N.O 14. TRIJ38ESh • CARRY WF6R. STAMP. • DO NOT ALTER WITHOUT WILDINS DEPARTMENT APPROVAL.. • INSTALL AND BRACE PER NF6R. SPEC. • 6 WALLS SHALL BE HELD DOI 4 PROM THE TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER (SUCH AS SUPSON STG). IS. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRAG* OR POSTINI6 AND PROVIDE ADEGUATE BEAR** TO FOUNDATION. 16. HANGERS AT POSITIVE CONVECTIONS TO BE SIi 'SON OR EQUAL. 1T. NAIL ROOF SIEATIN6 W bD COMMON to 6` O.0 AT PANEL EDGES AND AT WALL PLATES !LOOK** AND • 12 O.G FIELD, 'TYPICAL PER I BG 25-1 1-0-2 ROOF FRAMING NOTES • TRS<e6 PHR UBG 1069.42, /RUSS ENGINEER OF RECORD MO PILL REVIEK APPROVE AND NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO BE IN 6BNERAL CONFORMANCE MTH THE DESIGN OF THE BUILDM6. THE ENISOEER PILL TH1 SI OE FORIFORDED TO THE BUILD**, OIriciAL root P E Eri AND APPROVAL 'PRJOR TO FRAMMb IMPECTION'. GRY APPROVE, DOCUMMTS L BE ON THE JOB SITE AT INSPECTIONS. 'ME5 ENS EER N6 SHALL INCLI.VE SPECIFIC TRUSS MAC,INb REGUIREMOOS. ROOF VENT CALG5. PRIMARY' iRaOF '764 SF. i Sao • 235 S.F. VINTIN16 RUM. 235 S.F. ! 2 • Imp SP_ YENTA* REQ"D AT ROOF RIDGE'S. lib 57. i (.44,c • 4 VENTS REM". (3 z it [ Q4 p LL4 F . , 1 P ERVITCENnErt G • ` 4 11 -41.111.1m.- rms. ■•••41.- 4/311/83 it " " 111 . 1 0 , 44o - 11,#1301 IM1170119 • 411.41) SNICK del ZniCti .9 41. 50).#013 vommer) irxc frL "4:314 NO .0 SIMMS MOMS WC13") "Isaac ..1.3)4WNG (dAl) smiats dY• ZINON &JAL) sarvos tomato') smr r ••••■• ...-41111=-■ • QJift .0-.1 = .1 r3 T (93.) •••••• •■•• ••••-• CNIA00111 NOLLIS0c11•400 041=100S NOLLISOcii40'3 '441 111:111A9 VIOSY=I p101 JaiaN5 LNO VaL1.119 V1O6YA - mak Jaa4s 'INO") REM 1,41B111 'CM OW NC Weld IOC 'OA Ir)'e NNW • la:kin • AMR ts,E:01 Ii3clan • CP • z 31VVG • •4IT•4C1 3141 91 .133auS 34.1. Hatka 310931 ONV 31315IA 6 32 TM45 933tOOCIY VNITt340C1 3t1 NO 933Wielf 140 Sti2214fIN Mtai 150d . 41 . J- G o /*WPM V' 2104 .15v31 jY aO 3d015 v JV vowing friottat Avw 34015 0.1. 3CISIS9 211012121X3 a3 ONS-4VIdgi a00114 NO W3G ION TIVHS 411'41Y smart 1331S ClallOcigarS 33 0.1 '9 - TPVIR alOrdal.x3 NI SNOLLYZILL342a G1 smor )rinvo) 1 34004114 CINV 5110041 •1V 9NIcici1li15-28141V34 3a1A0kici - 5 1401.1rraLLGNO', A4411.0 tiOA **3*n ems NO11035 01 1113=M1 'IF . 5. 1 34.41W, 9NiarrY,N1 C4OU.Vail31443a A00111 Tv dt.Y 9N1145V tELLNWP, ONV 9N1H9V 1•4134 133I5 CEIZINY A1V9 aalAC721:1 "G "*VOIciAl GSOCI NO11033 . 13 - n Wad 51N3A slam aaii\Otici 't "V•7101. %QUM snonNuNo-) 3C1AOSci sa.LON NOLLIVAaTa .0:1 a 4.01 H1111.1 'OA 4 1Pcr NO .1V14 torZ MU/ 'CM 10cC HIILL toce NO 1V14 irxL 9N116 319NINS WV4CG 11V.1.3c1 1.3:40Vbel r CI ••■•••-- - - , —1 — L_ _J FT CI 1•41W 'OM 01xC ELECTRIC RESISTANCE OTHER FUELS X CHAPTER 6 PRESCRIPTIVE X CHAPTER 5 TRADE -OFF Proposed insulation: Option number IV Vaulted ceilings R -30 R -30 R -I4 glazing allowed % 21.00 26.36 Flat cellingss /attics Exterior walls j Max Proposed glazing % Max. glazing u -value allowed Ob50 House /garage common walls _ Floors over unheated spaces R -I4 R - I4 Pr glazlnq u -value Max. door u -value allowed 0.481 0.400 Slab perimeter ..� R - IO Proposed door u -va!ue 0.340 Ducts in unheated spaces R -8 6L AZINb SCHEDULE - PLAN 1254A/1 ROGATION MAN P. MODEL. PRAM NiC M BED _DBE VENT _Summit ---- vinyl , 2 BED 2 SLDR Summit - 8630 vinyl 2 BED 3 SLDR Summit 8650 vinyl _..t I LIVING SLDR Summit 8650 Any 2 PWDR CSMT. - Summit 8670 Any I 8650 vinyl I KIT S.G.D. Summit 8650 vinyl NOOK SLDR _ Summit 8610 vinyl I ENTRY CSMT Summit b630 vinyl I KIT SLDR Summit PIIPIDOY4 TOTAL , 6LAZiN6 SUMMARY total finished area total glazln_g total u.o. % of glazing avg, u-val FAUST VENTILATION SYSTEM source specific exhaust ventilation ROGATION KITCHEN LAUNDRY POWDER MASTER BATH MAiN BATH 0.35 58.520 ,. 0.5 Each - damper 83.600 cfm - setting 50 cfm 100 cfm WSEG C.HECGKLiST TABLE 6-2 nutone /ect nutone/eq WHOLE HOUSE EXHAUST VENTILATION SYSTEM 12 100 cfm rutone /eco qtl� 115 50 cfm nutone /ec gt80 62 50 cfm nutone/e • g 62 tt80 62 catI50 115 1254 MOW 161.0 26'.J6 % 0.461 SP. SP. 8.00 8.00 4.00 6.00 8.00 5.00 2.50 5.00 cfm cfm cfm Gfm cfm 5.00 3.00 5.00 5.00 6.61 5.00 5.00 5.00 3.00 150 80 80 80 150 Combined use of source specific fans as indicated above. Fans indicated above as being 'W.H.' (^hole House), are to be connected to an approved 24 hour timer. 2X6 Kati AREA OAS AIR L t U-VAL TOT 80.00 ' air 1/2" no 0.440 34.20 48.00 air I /2" no 0.480 23.04 _ 30.00 air 1/2" no 0.440 14.10 40.00 air 1/2" no 0.440 l4.60 40.00 air 1/2" no 0.500 20.00 40.00 air 1/2" no 0.440 ______� 14.60 25.00 air 1/2" no 0.440 1225 12.50 air 1/2" no 0.440 5.50 15.00 air I /2" no 0.480 1.20 93030 cfm cfm cfm Gfm cfm no no no no a n/a n/a n/a 1.5 161.0°1 • 0 • UPPER UPPERFLOOR It•MAIN MAIN FLOOR SCALE ION PLAN B ERM 2x6 STUDS • Ib' O.G. W/ R -2I INSULATION !ammo O o H Aril G mss. �t�s PLAN 1111rtft I J/4' a I' -0` P •ATh s M P•ATH 2x6 STUDS • 16" O.G. PI/ R -2I INSULATION GARAGE QJ.M 2 4" CoONC. SLAB 0/ -- 6 MIL. VAPOR BARRIER 0/ 4" 6RANJLAR FiLL ROOF CONSTRUCTION • COMPOSMON SHINGLES * BO* FELT INTEMOVEN • SOLID 5I ATHiN6 • JOISTS PER PLAN • R-30 BATT OR OLOYN -IN INSUOkTION MIN. • 6A6HEAT • 5/6" GYPSUM MALL BOARD • GEiLIN6 VLALL WNSTRUCTION • SUMS PER ELEVATIONS • BO BUILDING PAPER • i/2' COX PLYWOOD SHEATHING (OR EGVAU • 2x6 MPS AT 16' O.G. • R -2I BATT INIRLATION KITH V.B. FACE STAPLED. FLOOR CONSTRUCTION * FINISH FLOOR PER PLANS • 5/4' TII6 PLYraOD GLUED ND NAILED * FLOOR JOISTS PER PLAN • R-90 BATT INSULATION Ill.. OVER UNHEATED AREAS • POST AM BEAM SUPPORT BELon JOISTS CNER 61RADE • ("VC SPACES • 6 MIL BLACK VAPiOR BARRIER r ; r Oiv 3 wow- Fel • - .._...._ __ ..._._ .� ....._f t 19 7 I SHEAR WALL • FOUND. ( PLOOR JOIST PERPENDICULAR TO MALL) DOTT PL.. NAILING tbd - b' OZ. 6 TYPICAL SHEAR WALL TO FLOOR JOIST) SHEAR MALL 1 f 1 �1 A I i 2x BL+OGIGNG MV 9-16d • ,JOIST 4 DIAPM. .AR� SET TO JOI ST) LAP SHEATHS,* OR PROVIDE ASEIF PLAT • 92' OjG. I „ HORIZONTAL DIAPHRAGM BLOGKING I 2x INTO INTO JOIST AND DIAPHRAGM Hoz FOR TYPICAL. SHEAR WALLS 4 #40RIZONTAL DIAPHRAGM NAILING SEE PLAN a TYP. NOTES WALL WTT L. MALIN, NAIL PL'&40017 r,/ 10d �► • 4' EMMIEN SHEAR MAW. { ADDITIONAL IP Orl"S!T MORE THAN 24' AS4 (SIM PSOK) 92' O. PV b-bd NAILS NOTE FOR TYPICAL SHEAR MAULS a HORIZONTAL DIAPHRAGM NAILM6 SEE NOTT'S, 2 ) Bt.OGMCINb RF,GID ONLY • GYM HORLZ DIAPIRA6M ("SPACED SHEATH41145 ROOF) 2x eLOCACM TYP. ROOF DIMI#RAdm AT ' • • 4'-O• - .G. HALMS - SEE PREFAB. 'USES AT 14• OL. OR IR010F RAFTER'` PER PLAN am SOLD BLOCJK1NG 4'-O. O.C. 9 - Ibd TO SCUP B LOcKaas E& END - TYP. 16d • 6' OZ. 2x ELOCKING MV 9-16d INTO JOIST 4 DIAPH. FOR SHEAR MALL TYPE a /LACING SEE SCHEME A SHEAR NALL • FOUND. NALL HORIZONTAL. DIAPHRAGM 21 DOUBLE JOIST - NAILED w/ Ibd • 12' OL. - STA 'D Dome JOIST NAILED MV 11bd [2 . 000. L POI! TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE NOTES TYPICAL SHEAR WALL (PARALLEL. WITH FLOOR JOIST) P VIII 1E `�� 1� l l r..0 I I SMEAR WALL MUAL1 BOTTOM PL. HALMS 16d -6' 14 rEAR OFFSET 1/Yx4• GAB. n/ 5d- NAILS • T OZ. 0ICS/SNe4' dt'd N 60 COOLER NALS • T OL. �►y Pl!l eme N IONS � DI • & APH RAdM SHALL BE 2x6OR2x6ELK* INSTALLED FLAT OVER THE TOP PLATE TO PROVIDE A 2' MACRO SURFACE OF die. /MIL TO ALL MEMEIBle3 • G8.1b BOUNDAPUES • LE Silo• e4DS AHD !pees OF GMEI. TYP. SHEAR MAW. M. Y4ALL AILING 9- 104 • JOIST 4 DIAPHRAGM 2x SOLID • SHEAR WALL • 46" O.G. POIR TYPICAL SHEAR MALLS 4 HORIZONTAL DIAPHRAGM NALMG SEE NOTES 2, am* NAIL m/ (2) 16d • D' OL. 9TG ROOF TRUSS CUP I 2x BLOCKING PV 9-16d • JOIST 4 DIAPH. 2x BLOC.KING FLAT - 6 OL. INTO BLOCKING • TOP > SHEAR MAW. PTM CHORD OP TRUSS (OR - - JOIST SHEAR MALL MUMS- SEE SCHEDULE G r 2ag r r If JOIST CONCRETE � SUMS 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u� °ocoao°,oQOOOQu ILIA$ 2x SOLID BLOCKING • WALL • 46' • L. IOd - TOENAIL • a' 0 G. EA. SIDE STAGGER NAILING SHEAR WALL. POLL •OTT PL HAWN* Ed - 4' O.G. MM. INTO TOP 4 BOTTOM 2x SOLID = MV 9-I6d NA1L137 TO FLOOR JOIST 4 NORM • APHRASM 2x HALER Ibd - 6' OL. TYP. EACH SIDE 0 0 SHEAR WALL • FOUND. NALL 2 SHEAR WALL • FOUND. WALL S SECTION (PLOOR JOIST PARALLEL. TO WALL) tiarZ FOR TYPICAL SHEAR YIALLS I HORIZONTAL DIAPHRAGM NAILING SEE NOTES a TYPICAL SHEAR WALL (PARALLEL W1TM JONST5) 4'-0' Mitt 32' MAX CONC. WALL - SEE PLAN STRAP 16 -Ibd ..„/ -5114PSON MET IllitAPPED ARGUED `- EL.00KINW RIM JOIST uk&-Tge2tioufarr SSE 2 STUD WALL- HOLDOM'N -SEE PLAN FOR LOCATION 4 TYPIE! 2 x P.T. MJDSILL MV SAS' PIA x10' •40' WALL &IDS, MIN. SHEAR MALL HORJZORTAL DIAPHRAGM 9- 1Od• JOIST 4 DIAPHRAGM DOUBLE JOIST NAILED W/ Ibd • 12' D.G. see PLAN POR JOISTASM I OD • P411. STRAP LOCATION *d -6' 2x BLOCKING OR RIM JOIST A94 •) • 92' O. MV (5) SdNAILS INTO SOLID ISLOGKNG a TOP PLATE 1401E1 FOR 'TYPICAL. SHEAR. WALLS 4 HORIZONTAL DIAPHRAGM HALMS SEE NOTES SHEAR WALL OFFSET await JOIST PERPENPICLLAR TO EXTRIOi•L MALL) TOP PLATE N.T.S. 2- *d • 12' MAX. • SPUCE Sze SHEAR •IALL SCHEDULE FOR BOTTOM PL. NALINd 46d- 6' O.C. 2x BLOCK** 1Od - 6' O.G. rr/ I d fTOE. SIDE NAILS • t T Ibd - b' O.G. HORIZONTAL. DIAPHRAGM NOTE, PVt TYPICAI. SIEAR 1 4 HORIZONTAL DIAPHRAGM MAILING see MOTT'_S • FOR PANELS r✓ MOTH UM THAN 4' -0' LAP PLY•IOOD OVER RIM JOIST WzrZL FOR TYPICAL SHEAR MIAUS a HORIZONTAL DIAPHRAGM NAILING SEE NOT!_S q TYPICAL SHEAR WALL IFERPENDICILAR TO FLOOR JOIST) All MIMI Nom root TYPICAL SHEAR MALL'S a IMMORTAL DIAPIRAbM NALNS SEE NOTES g ML MIDAIR SEE PLAN BED STRAP UNDER (5) JOISTS/ BEAM - SEE PLAN �• IMAM PIPLII. >IMLll10- — !E Aldo WOG. Mr•l SHEAR MALL SRMPIOI4 mom** - - FLAN FOR TYPE 2 AND LOCATION 4 ! TMINS OVER RIM h JIIT. OR NAIL ASEP CLIP • 92' OL. 04 CONT. REIN. AS. x 10'- FOR SIZE 4 SPAGINS !!Lt PLAN SHEAR MALL METAL STRAP (SEE FLAW TYP. SHEAR WALL - 'see PL.M 4 SCHEDULE M NAILING BMASL M - SUE PLAN DIA HRASM 2x SOUP BLOC+KM6 ,i/10d•6• TO TOP PLATE SEE DLL 'SEAR PETAL 91I FOR TltlL J6T. VW OSIL ow Jaw OR NIL PLR. GAIN( 111011111 MTL STRAP • STUD - SEE PLAN DIAPHRA4M MALIN* - DOUBLE JOIST MUM, ry Ibd • 12' O.G. STASI, HG - STRAP TO SEAM PL/6 - Od TO BEAM S - OdTOMIELEJOIST 2x STUD WILL (NON OIVAND BEARINS �,�.. _ r r �► 10d- 6'O.G.MHO) ed - b' OL. TYP. • BOTTOM P a JOIST M. SHEAR MAL. _...r NAIL** 2x STUD MAW. DIAPHRAGM METAL STRAP (SEE PLAN) air HOLES • I ITEROOR CONDITION TYP. SR. MALL. U in Ti •Ifil . FOR TYPICAL. SHEAR MALLS 4 NORIZOMTAL DIAPHRA4M NAII..ING SEE NOTES • TYPICAL SHEAR WALL (FLOOR JOIST PERFENDICALAR TO P4AL L.) r _ FOR ADDITIONAL INFO. 9HEAR MALL STRAP t E NPTE. POR stew MALL Q at 4Drytevetcr 'JPL.ITIING • RIM - PROVIDE VOL BL.K PARALLEL. rd RIM (SUIT) 092'O.G. P'S- SdNAJLSMTO RIM ,JOISTS / ',LOOMS a BEAM BHlAdLfM - 9EZ FLAW NOTE. POR TYPICAL SHEAR VWL19 a HORIZONTAL DIAPHRAGM RAIUNS SITE TIMES NOT 91101191 CLARITY DLO IWO TO PH!'EVENT SPLITTING ac STUD !'ILL HOLDOWN DETAIL 23 INT. HOL1701IN DETAIL (2)Ibd- b' OZ. TO 2x I LOGKII* • WALL P1.,08 JOIST 2x BLOOMS MV 9-I6d • JOIST 4 DIAPH. B EAM - SEE PLAN PLOOR JOIST - SEE PLAN NO1!8 FOR SHEAR WALL Q OR ® PRtV T SPLITTING • RIM - PROVIDE VOL BM PARALLEL W RIM 6 NAILER) - 6' O.G. 3d - COOLER • 4' OL. (eye - WALING) SECT A-A MTL STRAP eSEE PLATO MIME Walliff111110ROCIIIISII0110111. • 4x4 POS MIN. 4 DIAPHRAGM NAILMG SEE NOTES SHEAR WALL • INT. FDN. FT'6 WEARY/AU. PARALLEL. MVJOISTS NOM POR SHEAR MALL Q 0R ®•R1~Vettr SPLITTING • RIM - PROVIDE VOL ILK PARALLB. r,/ RIM MALL SHEAR MALL FOR - FO WALLING 4 TYPE Ste SCHEDULE OI I I (JST PARALLEL M•TH WALL) HEADER - SEE PLAN (EXTEND HEADER THRU PANEL) i •c SOUP r - ,- • I NOM N POR TYPICAL. SHEAR MALLS 4 HORIZONTAL. NM FOR TYPICAL. SHEAR PIALI.,S 4 HORIZONTAL DIAPI#RA6M NAII.MG SEE NOTES TYPICAL SHEAR WALL SECTION (13) - IOd REQ'D (2) led • r ac. U r i1 -•e DS. S1vD TO POST L M STRAP AMR PLAN) EXTEND POST TO BOTTOM OP BBL. JOIST =--`- NAIL STING TO o� HEADER 4 O.G. EA. TYP. WAY - TY • •4 • I' CUIG IIN3 M •w0 JCR • RAM PM • JOIST • SHEARPIALL FLOOR JOIST, TYP. PER PLAN CONCRETE FOOTMG POR SIZE SEE PLAN REBAt - see PLAN rk�FEDLLt POR BOTTOM PL NAILING Lod - b' O.G. 11040.) (3) IOd 4 DIAPHRAGM INTO BLOCKING SOUP BLOCK** • 4'-O' O.G. 2x NAILER I0d - 6' 0,G. POR 61•03. TOP PLATE 2x4 ad- 4' PLAT! (2) 2x STUDS IL. NA STUDS Mr/ Rod - 6' 0.C. OR 4x4 POST (2) 2x4 eLOGKINS SHFATHeS& ONE SIDE Mr/ IOd - 9' 0L. (I<OR' -0 I') - T r. HPAfD22 HOLDOMti M/ 24 - 10d NAILS EA. eV (OR I 2A)- M ' U4 tZ &D ) r4 CONT. G. FOUNDATION M5TA96 r4/28 - 1Od NAILS BEAM/DOUBLE J5T. SEE ••• PLAN POST/DOL. P C LE SIM PLAN FOR I SUPPORT REGD. �_ CONNECTION a r. ax; BLOCKING • 34 OG. NMI lid FMI+p 1U\NINED a POOP PLY. IlDa MEAN PLAN TIMMS • Dir I 12 2x 4x4 MIK 5 SHEAR WALL • INT. PDN F1 "6 SH!'ARI" LL remeNDiCAIL.Nt TO JOIST'S META. STRAP (SEE PLAN) lOd•b' VERTICAL - MALL TO WALL CONNECTION SHEAR WALL Sd • 6' 0rC. MIN. I SECTION ROOF f L. ■••••■••"■ "ommor 11111111111 �► 6 ALT. CONNECTION Sd • b• OL_ ad • 4• ac. r 91181. bra CLZAT rif Pe Sd UM 10 parr (A) -8d REGYD •., ,;(441'' - DO.STUD TOPOST MTL STRAP Men PL/►W DBL.. MOCKING • SHEARWALL �., PLOOR JOIST .. BEAM - FOR SIZE — PLAN HOLIDOVOI PER PLAN GONCRER' POOTINS - FOR SSZE SEE PLAN ' R!laAR - SEE PLAN NOTE, FOR TYPICAL SHEAR 11AL1.S a HORIZONTAL DIfr I#tA4M NAUIS see Nom 2x STUD MILL FOR BOTTOM PL. MALMG I6d- b' 0L.N.014) HORIZONTAL DIAFHRASM - S NOTES FOR NAILING MOOR JOIST - SIM PLAN FOR SIZE 4 SPAWNS DRL STUDS • Mt. STRAP POOP PLYMD. SNT'4S►. HAWN* ON SHEET St FOR °^1 1111111111111111111 (2)I0d•b O.G. la AT EACH TRUSS • 24' 0L. !16 - PLATE/HEADER EllEAMODOLIELE SEE - PLAN rderion.. atrium SEE PLAII PLAN SUPPORT REGD. . 9ueRJt. 901UD BLOCKS lid • 41 OZ. 10111 x 2; LOTUS •SOZ. 10d x LAM • ," ate. 1a *L•*o. TO >1>L SOUP �Il.�oo�cs PER RAN PPR Pet PLAN *.41. 1`. MO OUR PLAT SMEAR SEE SCAR MAI.L SCHEDULE FOR OM PLATE NAILINO Ibd- 6' O.G. 2x BLOCKING FLOOR JOIST PEtDA< TO WALL A94 (9N/P9cI4) • 92' GONG. WALL N >4'-o' tfiri FOR TYPICAL SHEAR MALLS 4 HORIZONTAL DIAPHRAGM NAILING see NOTES • FOR PANELS W MiTTH LESS THAN 4' -0' LAP PLYWOOD OVER RIM JOIST SHEAR WALL 1 rtTN ROOF T111leelr_ UPLYMV OR 2*4 !PLAT • 24' WEI INAMLE fi • i- --- SHEAR WALL 9* 9ON HOLDOYW SEE PLAN FOR TOM E AND LOCATION LAP EXTERIOR SHEATNINS O ' R RIM 1 ' - LIST. OR NAIL AMP CLIP • 52' O.G. __ s4 CONT. RI!IH. AB. x 10' - FOR SIZE • SPAGIN6 see PLAN Sd MAtLS•S . 0: . .0 • • 14240 r✓ (2) 1/D' • TNI BOt.TS (3) STUDS MIN WALL sorrow PL. NAILING I6d- 5'OZ. MOOR PLY 9!E PLAN FLOOR JOIST see PLAN GONG. PHD WALL (see PLAN) - I, ,.. ALL THR ROD (A901 STEW et/ HEX HEAD BOLT aries S 1 b " M IN • ALT - USE MTT299 w/ (24)16d - (2)2x STUDS w 9/4•0 ALL MR ROD (61119') /-- 91.K • HOLDOPel (eRAIN ORIENTED VetTIGALLY) -AM GOKT. REIN. A.B.x10'- FOR SIZE a SPAGIN6 see PLAN PE T0 R PERPENDICULAR 4±�TL sivor PIA* SEE -PLAN SEE PLAN 2 SHEAR 1'MLL MAIM. TO MIMES / SEAR HALL PARALLE1. TO men CONNECTION SHWA MO,i. MME PLA•v "fAir OSA My ed • 9 OZ. 2c ft • OR MtD OYT FOR r� • b• OZ. • i aK S?%v MOLL I ac SLIM. My lid •1r OR PPIC VUDE NSW FLAT I Q.r NOM M. r �• Srar'0 lid •e• OZ. VIS' osa. NV ed•IV ac�OCK• \ OR HOLD OUR II oR 2x PL JUR OR VMS OM. olo1D al •' SHEAR PLC • _ — t - a1la,roz. — IR/ OSd gal FLAT SLIM NIESPIk_som jaw rat lrrr► Cd s MILT" PL aR gift IN . 111 Off PO OIL AP IIISPIR MILL DILL — !011111NL! id • fir 0, ... Ill M STUD MOLL ac luxes►. My 1b0• b'OZ. LAP SHEATHING CR OR P111DV M NSW CLIP /MIKE. NAIL FLAT MK 10 'JIEA11. • ST O. • IV o._. r� J r . _ • 1 Y 1 NiaNE CA1r AAA C`C'?j, Pew COMM I HOLDOVIN _ Mt III SPECIES - -- ___ SIMPPSON !MONO TI! HOLDOM N SIM PSON 2008 CATAL NA - SIR VAL !S FOUNDATION LEVEL HOEDOWN TYPE STUD TYPE FASTENER TO STUD ANCHOR BOLT GAP KIPS DETAIL NIMBER < <I 4: r STHDB (2) 2x_ /27(_ (24) I6d - _ _ 2.39 5THDIO (28) I6d _ _ _ 5.19 5THD14 (2) 2X_ J 2x_ (38) I6d ' (18J5DS3 -- -- __ _ 2 8 4p PHD6 118" m 5.48 PHDB (2) 2X_ 724)w53 7/8" 0 6.30 _ - HDIOA 4X_ (4) 1/8" m 1/8" • 9.30 HDI4A 4X_ (4) I" m I" m 12.28 HDIS - _ (5) I" 0 1 -1/4" dt 14.9.5 HOLDOMN SCHEME .. HI 'SPECIES - -- SIMPSON smote TI! HOLDOMN SINPSON ZOOS GRTAI -00 - HEKPIR VALUES OTHER LEVELS HD >M HOEDOWN TYPE STUD TYPE FASTENER TO STUD TIE ROD GAP KIPS DETAIL NUMBER C5I8(36 2X_ (18) IOd _ _ _ 1.21 (2) C520(56“) (2) 2X_ (I8) 8d EA _ _ _ 2.01 __ (2) C518(36 ") (2) 2X_ (I8T 10d EA _ _ _ 2.54 (2) G516(48 ") (2) 2X_ (28) 841 EA _ _ _ 3.30 MST72 3x_ (56) I6d EA _ _ _ 5.80 (2) MST48 (2) 3X_ (42) 1bd EA _ _ _ b.q2 (2) MST60 (2) 3x_ (46) I6d EA _ _ _ 11.60 (2) MST12 2 3X._ (56) 16d EA _ _ _ 11.60 HDI5 bX_ - () I" m 5/4" m 14.93 HOL POPI N was • NOTES A) MINIMUM CONCRETE COMPRESIVE STRENGTH TO BE 2.5 KSI (11.2 MPa). B) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM BACKING MEMBER SIZE. D) REFER TO MANUFACTURERS' CATALO65 FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDOWN: 2X ! 4X (38nwnX 18grr+mX) _ _ _ *2 OR BETTER 6X ( I4OmmX ) _ _ -HAVE OR BETTER F) THE ANCHOR TYPE HOLDOWNIS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. G) USE 5THDSRJ FOR STHDB, STHDIORJ FOR STHDIO, AND STH17I4RJ FOR STH12I4 Y41-ERE RIM JOISTS ARE INSTALLED. (14) THE STUD FASTENER FOR STHD 5 SHALL BE I6d SINKERS. (I) MINIMUM STEM WALL TO BE 6' WIDE FOR I -STORY BUILDINGS, 8" WIDE FOR BUILDINGS HAVING 2 OR MORE STORIES. 2000. MOM w..+IICP. ... 1/16' MALL SOMME Mt III SPECIES SWA11* MV IOd BOX 5W I SHEAR WALL SfEATHIN6 THICK (SIDE) EDGE I ANCHOR NAILING BOLTS (IN DC) ON OG) BOTTOM PLATE (IN OG) RIM/BLK TO TOP PLATE (IN OG) • (KLF) NOTES - m 00000 r 1/2" 65 (I) 6d • 1 5/8" • 12 Ibd • 12 I6d • ST 0.10 5, 6 1/2" 6B (2) 6d • 1 5/8' • 64 16d • 6 A35 • 32 w/12 -8d Oil 5, 6, 1 1/16" R5 (I) 1Od • 6 5/8" • 48 I6d 0 5 A35 • 24 w/12 -8d 023 I 1/16' RS (I) IOd • 4 5/8" • 32 16d • 3 A35 to 16 ./12 -8d 0.34 I, 3 1/16" R5 (I) IOd • 3 5/3" • 12 16d • 2 A35 • 12 re/12-8d 0.45 I, 2, 4 1/16' R5 (I) IOd • 2 5/8" • 8 16d • 2 A35 • q ri/12 -8d 0.60 I, 2, 4 1/16' R5 (2) IOd • 4 ! 5/8" • 24 2 -I6d • 3 2 -A35 • 15 r+/12 -8d 0.12 I - 4, 1 1/16' RS (2) 1Od • 3 ! 5/8' • 18 2 -16d • 2 2 -A35 • 12 r4/12 -8d OA(' I - 4, 1 1/16 "R5 iOd•2 = • s , -Ir• =- I 1.20 1 -4,1 T FOR TOE NAILING; GB FOR GYPSUM BOARD; RS FOR APA RATED SHEATHING { fi r I i dIENBIRAL NOTES (APPLY TO ALL S145411 MALLS) A) FOR RATED SNFATI` N5P PAWLS, SPACE NAILS • !2 IN (303 MM) O.G. ALONG INTERMEDIATE FRAMING MEMBERS. 8) BLOCK ALL PANEL ED&E5 MWTH MINIMUM 2x (51 MM) BLOCKJN&. 1 G) APPLY kAILIHG TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING, D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS S.IALi BE DRfVEN FLUSH YQTH SURFACE OF 51~EATHINb. F) PRCVIDE SOLID BLOCiKNb uNDER THE SEAR MALLS AT THE DIAPARASMS TO ATE TFE BOTTOM PLATE ATTACHMENT. JOTS ON EAC44 OF SIDE MLLE MIb4rMJM owe STUD BAY. 1 G) OFFSET PANEL IN i I 1AL. P Pat SHEAR 1404.1.9 (APPLY TO MAU.'S SPe rorICAL LY )en I) AAA RATED 5NEAr .4;h& ExP1 / E '2 / EXT OR C-G I G -P I ST'RUCT. II PLYKOOD. 1 2) PROV'PE 3,05 (16 MM) Ate' ADJC'NIN& PANE_ EDGES /% NAILS STA&SeRED. 3) PROVIDE K Nr "41 3x (16 N4 BLOCICINt5 OR JOISTS BENE.ATH BOTTOM °LATE I Acres 507rO 4 PLATE MA':� STAG . I 4 ) AALLS rCT ■ GREATER T-+.ANi 35C F'LT RE LIRE A m11141M1M OF A 3x MEMBER AT ! lam - Mi ' FhJii ESE5 AN" siLL PLATES. FOR MA 13£TYEEN '350 NC 600 -LS 1 CLL AtiCt BOLT - 5PAC NS AA *P BEEN ECJRE ASED BY 1/2 (USE 2x h' ). 1 5; PRAWNS TO BE A MAXINI.1m CF * IN .6'0 MK CG. ' OR SHEAR MALLS I AND 2 f 6) °RC'J'DE NA[r. AT ,,. ATE SIPPORTS T.E SANE AS EDGE NokL:NS I ANC 2). .AR '9AR S 2. I 'N S+N=& R 3 --4 .,3E (9e 1 -.? OR S+fAR P4ALL5 2. - E. ace PAT�B JOB AS SHALL BE O • TO FALL ON I � � d 1 I S OR MA PANS 5.4 BE 3' V7`wri4'L OR T 4iG , ,ANC 'L~ OS EAC.�- 5rL I3E s...--.6,66. wrz WOO eERw Oarwe I. LATERAL ANALYSIS PER 14q1 l�G NETNO'D I. SINPSON STRONG TIE CONNECTIONS PER CATALOG G -2OO9. 2. MRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 3. BASIC MIND SCUM s 410 MPH EXPOSURE GATAGORY a G SEISMIC. ZONE is 5 4. TRIE TARY LOADR : ROOF: 20• DL t 25* LL FLOOR 15. DL ♦ 40* LL MALLS: 15* DL i _..._... 5. ALL FRAME 14/ JL.1N6 TO SATISFY CHAPTER 23 L. BLOCK ALL PLY1"IOiOD ED6E5. NJ- IDCTERIOR SHEAT1~RNG BALED MITH 1010 AT 6' O.G. (E) Nil 12' O.G. t'FE3..17) UNLESS N0T1EP O ivetr SE. Tr''P. 6. - DEMOTES STRAP HOLD DOPSN LOCATION • VENOMS BOLTED HOLD DOMN LOCATION - vmrrL°S SHEAR !"MILL LOCATION _ 45' TOTAL = 55• TOTAL : EP TOTAL • 1. FOR MATERIAL 5TIQEJN&TH.S, PLEASE E SEE SIT $1. S. PROVIDE 2"xXx3/16` THICK STEL3. MASHER AT ALL. ANCHOR BOLT LOCATIONS P13t WIT L. SECTION 1806.6.12. 4. MALLS METH GREATER WAN 360 PLF REGU1RE A MINIMUM OF 3x MEN AT frame* PANE_ EDGES AND SILL PLATES. FOR MALLS BETVEEN MO AND WO PLF, ANCHOR BOLT SPACING HAS BM DECREASED BY I/2 (USE 2x ). LOG TABLE 23- 2- 1I --1-1. 10. AT ALL REWIRED COMER LOCATIONS, PLACE STRAP HOLD 17O114 SO THAT Qc OF NOL.D =PIM IS 3" IN FROM CORNER, TYPICAL.. MIEN A DOUBLE STRAP 15 REGUIRED, PLACE SO THAT END STRAP ofk IS 3' M FROM CORNER, TM. II. AT ALL REWIRED 11.4170111 LOCATIONS, PLACE STRAP HOLD DOMN 50 THAT it OF HOLD 170r04 IS I-4/2' OUT FROM EDGE OF OPENING, 'TYPSGAL. POEIN A DOLE STRAP IS REWIRED, PLACE 50 THAT END STRAP 4. IS H/2' M PROM EDGE OF OP19045., TYP. 12. AT ALL REQUIRED DOOR LOCATIONS, AL.1.01"I I-I/2' TO STRJIP'C MOM DOOR %CUSH OPB4INb, M ICH IS 2-1/2' FROM DOOR EDGE ON PLANS. THIS AL,1.Q'e I' FOR DOOR FRAME.. 'WEN A MOLE STRAP IS , PLACE SO THAT END STRAP RS I-I/2" IN FROM 1 USH OPENRIG, TYP_ I SCALE : yr• ir-a' Doi - 1 1 1 10 81r UCTU t • • • • HOLDOWN SCHIS: Mk III SPECIES SIMPSON 911RONO Tie mou,or•i SIMPSON 2009 CATALOd - fel4PlIt VALUES FOUNDATION LEVEL Hai...DONN TYPE STUD TYPE FASTENER TO STUD ANCHOR BOLT CAP KIPS DETAIL NIMBER 4d44 ,... .. STHDa (2) 2x_ _ (24) I6d _ _ - ..... - - 2.39 STHDIO (7 x__. (28) 16d 3.19 5THD14 (2) 2x_ -- 73 - a) I6d - - - ----- ---.7 1.80 PHD6 T2 2x_ (ier)51253 - 1/6" 0 5.48 PHDa (2) 2x_ (24)9053 '7/8" • 6.50 HDIOA 4X_ (4) Was 0 - VW 0 4 1.30 HI:714A 4x_ (4) I" 0 l" 0 12.2a __HD 5 -EX' (5) I" 0 1-1/4" 0 14.9a LOON ectevutie OM III SPECIES SIMPSON STROH* TIE NOLDOK4 SIMPSON 2005 CATALOS - HEM-PlIt VALUES OTHER LEVELS HD 0 HOLDOWN - TYPE STUD TYPE FASTENER TO STUD TIE ROD GAP KIPS DETAIL NUMBER CSIa(36") 2x._ _ (1a) IOd _ _ _ 121 (2) C520(36) (2) 2x_ (1a) ad EA - _ _ 2.01 (2) C518(36") (2) 2X_ (Is) 10d EA - - 2.54 (2) C16(4M) (2) 2X_ (28) ad EA MST 3X:_ (56) 16d EA 1 5.60 ( 2 ) M S T 4 a ( 2 ) 3x_ (42) I A 8.92 (2) MST60 - 7 - 2 - ) (2) 3x_ (46) 16d EA 11.60 MST/2 (2) 3 ..... I6d EA _ 11.60 HD15 b - t --- - )_71 (5) r 0 5/4" 0 14.q3 HOLDOVIN ODOM. A) B) C) V) E) F) 6) (H) (I) NOTES NOTES MINIMUM CONCRETE COmPRES1VE STREN6TH TO BE 2.5 KSI (11.2 MP0). REFER TO MANUFACTURERS' CATAL065 FOR MINIMUM DISTANCE TO FOUNDATION CORNER REFER. TO MANUFACTURERS' cATAL065 FOR MINIMUM BACKING MEMBER 512E. REFER TO MANUFACTURERS CATALOGS FOR ANCHOR BOLT EMBEDMENT DEFTH. POSTS AT HOLDOM: 2X 4 4X (36mmX 4 8 _ _ _ *2 OR BETTER 6X ( 14OrnmiX ) _ *I OR BETTER THE ANCHOR TYPE HOLDOMS AT OTHER LEVELS SHALL - HAVE A PAIR, ONE ABOVE AND ONE BELOY4, TlED BY A THREADED ROD. USE STHD8RJ FOR STHDO, STHDIORJ FOR STHDIO, AND STHDI4R.J FOR 5THD14 YVERE RIM JOISTS ARE INSTALLED. THE STUD FASTENER FOR 5THD'S SHALL BE 16d SINKERS. MINIMUM STEM HALL TO BE 6' HIDE FOR 1-STORY E3U1LDIN:95, 8" AIDE FOR BUILDINEPS HAVING 2 OR MORE STORIES. zoo. 11701111111111 IIIILINTED. NG. 1/1.° Wit PALL SCHEDULE eft III SPECIES SHEATHINS /V IOd BOX 9V4 a SHEAR WALL SHEATHING [THICK (SIDE.)] EDGE NAILING (IN OC) ANCHOR BOTTOM BOLTS PLATE (IN O) _, (IN OC) 5/8" • -1 21 Id • 12 RIM/BLK TO JALLOP4 TOP PLATE SHEAR (IN OC) lbd • 8T 0.10 NOTES 5, 6 I 2 0 0 0 0 4) 0 G 1/2' (5E3 (1) 6d • 1 i/2" 60 (2) 6d • 1 5/8" e b4 I6d e 6 A35 0 32 rt/I2-8d Oil 5, 6, 1 1/16 R5 (I) 10d • 6 5/8" tio 48 Ibd • 5 A55 • 24 r4/12-8d 023 1 1/16" R5 (I) 10d • 4 5/W • 32 16d • 3 A35 • 16 rt/12-bd 034 1, 3 1/16" RS (1) lad • 3 5/8• • 12 Ibd • 2 A35 • i2 rt/12-8d 0.45 I. 2.4 "1/16" RS (I) 10d • 2 5/8" • 6 I6d • 2 A35 • di rt,12-81c1 0.60 I, 2, 4 1/16` R5 (2) IOd • 4 5/Er • 24 2-Ibd • 3 2-A35 6 15 rt/12-8d 0.12 1 - 4.7 1/16' R5 (2) IOd • 3 5/8" • la 1 2-16d • 2 2-A35 • 12 w/12-8d 0.e50 1 - 4, 7 1/16 R5 (2) 10d • 2 5/8" • 12 i 2-I6d * 2 2-A35 et 41 1 re/12-bd 120 - 4, 7 T FOR TOE NAILING ; 66 FOR 6YPSU• BOARD RS FOR APA RATED SHEATHING r *EAR MALL NOTES 1 6121001. NOTES (frINFIX TO ALL semi roust) : A) FOR RATED SHEATHINS PANELS, SPACE 1041-5 9 12 IN (303 MM) O.G. ALONG I iNTERmEDIATE FRAMING MEMBERS. 9) BLOCK ALL. PANEL EDGES PITH MINIMUM 2x (51 M1.4) BLocx149. I ** G) APPLY NAIL, TO ALL STUPS, TOP ANC BOTT ANC) OM PLATES BLOcK149. r)) FRAMINS TO BE A MAXIMUM OF 24 IN (610 MM) 0.C. . E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE , S•EATH:MS. F) PROVIDE SOLID ESLOCKINtS UNDER THE SHEAR MALLS AT THE DIAPHRA6MS TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFrSET PANEL ..CINT ON EACH SIDE OF WALL MINIMJM Ow STUD BAY. I mecu•_ Naves rat stew rous (APPLY TO OVALS erscrIGALLY NOTED) I) APA RATED SPEATI41,45 EXP1 i EXP2 / ExT OR C-C / C-c' / STRUCT. II PLYWOOD. 1 2) PROVIDE 3x5 (76 P4-4) AT AV-X:7114MS PANEL Et>6E5 rV NAILS STA66ERED. 3) PROVIDE MINIMUM 3x (76 to*-1) BLOCKIMS OR -JOISTS BENEATH sorrom LATE I Y011- EIC7TOM PLATE NAILS S't ! A) tiALL,..5 ren4 GAYER THAN 550 12 1...F ARE A MINIMUM OF A 3x KEtABER AT Aar p AND 5:1,_L FLATE5. FOR Y4ALLS EETSEEN 350 AND 600 PLF. ANCHOR BOLT 54PAcates 64A5 BEEN D'ECRE.ASED Br 1/2 (ME 2x /434BERS)_ 5, PRAMT49 TO BE A mA.,04,4 OF 16 IN (610 thiM) O.G. FOR SHEAR MINUS I AND 2. i 6) Pleovve 1.4.k.,..n4s A' PCsEDiATE SuPPoRT5 T 5At.s AS 13,5E moku_INE, I IN SHEAR MALLS A1 JSE 6re (5 IMAr....i-S I AND 2). --, FOR 54EAR AALLE: 1",.' . 7 b Ns° 0 PAkie.- JOINTS 5j '' 9E OFimSET TO FAU- ON I Do=7:"-seher t"Robb+.4145 mE OR FRAM1MS 9-ALL 5E 3' HOo-eNAL OR THICKER. APC %ALS ON EA.' .S.JVF. 94 BE STA66g34= MOM IIMIIIINI SWIM UM •ats. ■•••• =CelleBALIka= 1. LATERAL ANALYSIS PER lqq1 L METHOD SIMPSON STRONG TIE CONI4ECTIONS PER CA•ALOG' G-2003. 2 WRITTEN DIMENSIONS TAKE FIREceperse OVER SCALED DIMENSIONS. 3. BASIC MIND SPEED q0 MPH EXPOSURE CATAGORY = G 519941C ZONE ts 3 4. TRIBUTARY LOA01146: ROOF: 20* DL. + 250 LL FLOOR: 15* DL. + 40• U. 1 150 IX + * 490 TOTAL 55 TOTAL g 150 TOTAL S. ALL FR. MALIN& TO SATISFY CHAPTER 25 L. BLOCK ALL Fveroop BASES. ALL EXTERIOR SHEATH** NAILID MTH 104 AT 6' OZ. (EDGE) ANV IT O.G. (PELD) UNLESS Nam, crrtenrosE. TYP. 6. • 1,1940TES STRAP HOLD DOM LOCATION VT ES BOLTED HOLD PC:0111 LOCATION DEN:7TM SHEAR MALL LOCATION "I_ FOR MATERIAL WREN:9114S, PLEASE SEE SHEET 41. b. PROVIDE 2x2•x5/16• THICK ST1ML PlASHER AT ALL ANCHOR BOLT LOCATIONS PER WM UDC, SECTION 1806.612_ q. POLLS MTh GREATBR THAN S60 P17 REQUIRE A MINIMUM OF 5x 0.119 AT MUTTON& PANEL Epees Am SILL. PLA17M. FOR MALLS BETPIEEN 550 AND 600 PLF, ANC.HOR BOLT SPAC.INE. HAS BEEN DECREASED VW I/2 (USE 2x MEMBERS). USG TABLE 23-2-41-1-1_ 10. AT NA. REGUIRED CORNER LOCATIONS, PLACE STRAP HOLD DOVIN SO 1144T /1„ OF HOLD DOP`It4 IS 5• IN FROM CORNER, TYPICAL. PINEN A DOUBLE STRAP IS REQUIRED, PLACE 50 THAT 134P STRAP 4, IS 5 FROM COMEX, TYP. II. AT ALL REGIIAIRED P1NDOP4 LOCATIC*15. PLACE STRAP HOLD DOM SO THAT 4. OF HOLD DC** 5 I-1/2" OUT IIIROM EDGE OF OPENIN0, TYPICAL. MEN A DOUBLE STRAP 15 111115511RED, PLACE SO 10AT 15417 STRAP 4. PS 14/2"114FROP4 EDGE OF °PEPIN& TNT. a. AT ALL REWIRED DOOR LOCATIONS, ALLOW TO sititApc FROM DOOR ROUGH °MEW WHICH 15 2-1/2" FROM DOOR EDGE ON PLAN THIS #41..Lore r Foot DOOR FRAM. VS A DOLIKE STRAP IS REGIARED, PLACE 50 THAT END STRAP 4. IS I-4/2' 14 FROM %MOH OPENIMS, TYP. • .11111%.. scAliz vir • r-o• ••■■••••• 4.• 0 .0 0 ® 0 Lt 4446 OT D RGTM •••■ •■■ ••■•■■••■•■ ...•■•••••- - am. ••••■•■■•■••., ••• vs... • - .or • • It I f 4