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HomeMy WebLinkAboutPermit D03-267 - BRATCHER RESIDENCE - GARAGE AND STORAGEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D03 -267 Bratcher Residence 1303056 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 17 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. BRATCHER RESIDENCE 13030 56 TH AVENUE i-Z SOUTH rx 2 0 UU F- U) O W ga = 1- Lux Z� F- O Z '- EXPIRED 0N. 0,._ 10 -7 -04 o=W U L'O wZ UN 0 H D03 -267 Z z Permit Number: D03 -267 ;= z tu Issue Date: 11/20/2003 ce 2 Permit Expires On: 05/18/2004 6 0 0 -O N 0 J = r— w 0 Owner: g 5 Name: BRATCHER CHARLES +3ACKSON,MA Phone: N Address: 13003 56TH AVE S, TUKWILA WA I w z Phone: 206 714 -5736 Z O w • w U O — • 0 Contractor: N Name: rPw/ f ,,1M-j/ 7 /A) ,JiL, o SAS Phone: o h Address: w w Contractor License No: Expiration Date: H L DESCRIPTION OF WORK: rii Z co BUILDING A 25 X 30 TWO STORY GARAGE AND STORAGE. Installation of infiltration pit for the roof v downspouts and paved driveway connection to 57th Av S. z I— Parcel No.: 2172000280 Address: 13030 56 AV S TUKW Suite No: Tenant: Name: BRATCHER RESIDENCE Address: 13030 56 AV S, TUKWILA WA Contact Person: Name: CHRIS NUNNALLEE Address: 37006 28 AV S, FEDERAL WAY WA Value of Construction: $ $36,450.00 Fees Collected: $1,161.54 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 17 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N N DEVELOPMENT PERMIT Private: N D03 -267 Public: N Non - Profit: N Public: N Printed: 11 -20 -2003 ::r'S vJUtAL&:7 44ifi i �l3i. +.iL�Y1iV.1:'2;v2.oX:.. " ;LiC+r1 141'.:.J. "> 1+j4'' K':,'Gn+ic 44;;6. . ,�.r�. .,d.ru�.,mivW w,ii ii.,�.s.dii ✓.1Y+( doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature (Of Zee D03 -267 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating co str cti n or the perfor ance of w rk. I am authorized to sign and obtain this development permit. r'9t .t Date: / I- 2_0 l> 3 Print Name: ( �J ./i l 0 A /z Q 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. Printed: 11 -20 -2003 Z i~ w QQ 2 J U 00 to O J � � u_ uj u_ co a . = Z � I- O Z i— w uj 052 W W Hr- ..Z 0 — F-= 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2172000280 Permit Number: D03-267 1- w Address: 13030 56 AV S TUKW Status: ISSUED re Uj Suite No: Applied Date: 08/28/2003 D Tenant: BRATCHER RESIDENCE Issue Date: 11/20/2003 v p N co w J = H 1: ** *BUILDING DEPARTMENT CONDITIONS * ** w O 2 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. _, u_ < 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be = a inspected by that agency, including all gas piping (296 - 4722). f— _ zF.- 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical z O work will be inspected by that agency (206- 835 - 1111). 00 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 8 cn 0 E- 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any = w construction. These documents are to be maintained and available until final inspection approval is granted. i— u- 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection t•ii Z purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. o 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear z identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector, 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -267 Printed: 11 -20 -2003 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: The app!icant must notify the City Utility Inspector at (206)433 -0179 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. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. urning radii shall be a minimum of 5'. The driveway shall be paved from the exisiting asphalt in 57 Av S to a minimum of 20' onto the property. 22: The roof downspouts shall connect to an infiltration pit per Figure C.2.0 or Figure C.2.D on the approved plans. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this p rmit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constru or the performance of work. Signature: 6)Z66 � A Date: (- 2 6 _ d e � 3 Print Name: ek, A('2 ,() doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -267 Printed: 11 -20 -2003 :lid :' ki�.wul. City of Tukwila Parcel No.: 2172000280 Address: 13030 56 AV S TUKW Suite No: Tenant: Name: BRATCHER RESIDENCE Address: 13030 56 AV S, TUKWILA WA Owner: Name: BRATCHER CHARLES +3ACKSON,MA Phone: Address: 13003 56TH AVE S, TUKWILA WA Contact Person: Name: CHRIS NUNNALLEE Address: 37006 28 AV S, FEDERAL WAY WA Contractor: Name: Address: , Contractor License No: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DESCRIPTION OF WORK: BUILDING A 25 X 30 TWO STORY GARAGE AND STORAGE. Installation of infiltration pit for the roof downspouts and paved driveway connection to 57th Av S. Value of Construction: $ $36,450.00 Fees Collected: $1,161.54 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 17 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: Water Meter: doc: Devperm N N /( 2 — :1 7 DEVELOPMENT PERMIT Private: N 003 -267 Permit Number: D03 -267 Issue Date: 11/20/2003 Permit Expires On: 05/18/2004 Expiration Date: Phone: 206 714 -5736 Phone: Public: N Non - Profit: N Public: N Printed: 01 -29 -2004 • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: Z CL w 0 00 N O co ILI UJ Date: A8/0 ui Ea d w I-- = Z � O Z LIJ U� ON O !— W 2 I- p- L- 0 .z w U 0 F ' 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 con�ttrr'�tion or the performa ce of w•rI( I am authorized to sign and obtain this development permit. Signatur doc: Devperm .� Print Name: eh/4,k( A NL'tvL&/( e �- 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. D03 -267 Printed: 01 -29 -2004 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2172000280 Permit Number: D03 -267 H w Address: 13030 56 AV S TUKW Status: ISSUED re Suite No: Applied Date: 08/28/2003 J v Tenant: BRATCHER RESIDENCE Issue Date: 11/20/2003 0 co 0 0 J = F- 1: ** *BUILDING DEPARTMENT CONDITIONS* ** w 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. g — _I L. Q 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be d inspected by that agency, including all gas piping (296- 4722). H = z � 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical 0 work will be inspected by that agency (206- 835 - 1111). z 5: All mechanical work shall be under separate permit issued by the City of Tukwila. v OD- 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any F' construction. These documents are to be maintained and available until final inspection approval is granted. z W t-- 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection LL' O purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. i w N U = 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear p '— identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D03 -267 tit��4rC telTr!N• Printed: 01 -29 -2004 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: The applicant must notify the City Utility Inspector at (206)433 -0179 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. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. urning radii shall be a minimum of 5'. The driveway shall be paved from the exisiting asphalt in 57 Av S to a minimum of 20' onto the property. 22: The roof downspouts shall connect to an infiltration pit per Figure C.2.0 or Figure C.2.D on the approved plans. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: ekl4sk/ 4 . vl ` / ti doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -267 Date: Printed: 01 -29 -2004 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Property Owners Name: CV -6t-Oe DCATI( Site Address: ' 30, i � �t k uy �� tucX Suite Number: Tenant Name: / , VC9S 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 ** King Co Assessor's Tax No.:,, Mailing Address: 13Q.3 � � U� I� 11 t k Name: tai Ou-nrL - 1 (ee._ Mailing Address: 3 /vd(D 47 ^ ft — l!'C E -Mail Address: e--0 pr, nu 11 , c Wi :GENERAL :CONTRAC 'ORINFORMATI City Floor: New Tenant: J .... Yes (Ec..No /y0 State Zip Company Name: Mailing Address: State Zip Contact Person: E -Mail Address: City Day Telephone: Fax Number: Company Name: Mailing Address: State Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: \applicationsApermit application (3 - 2003) 3/2003 Page I Zip City Day Telephone: Fax Number: State Zip 07. " +eN^�w.•n. - ^'i.. .'.'YV%,. i... , ..v. L .x ..:: Sd.4S! Day Telephone: ( 2,60-7/ L( c 7 3G e( O 46a . �k (50-3 Cit / state Zip Fax Number: ( )C ) /2�j Contractor Registration Number: \ Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECD All must; be. wet stamped by ArchiteclofRecor ,'ENGINEER>OF RECORD Allplans must be wet stamped y; npineer o #Recor City Day Telephone: Fax Number: \Applications\permit application (3.2003) 3/2003 Page 2 Will there be new rack storage? 0 ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Valuation .ofP.roject( conn s'bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): 0 . ..Provide :All Building Areas iti'Syaare .Footage' =Below;, "'Floor . :: .. 2n°:Floor •3 Floor :Floors Basement • Accessory Structure *:- Attached Garage `. Detached Garage Attached Carport _. Detached .Cargo Covered Deck Uncovered :Interior Remodel Addition to ;:Existing. Structure ferD ;'r "'Type of. Construction .:per UBC , .. .Type :of Occupancy per UBC. 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: 0 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers 0 ..Automatic Fire Alarm ❑..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? p .. Yes 0 .. No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. : PUBLIC: W ORXS PERMIT .INFOJM:A;TIQ Water District 0 ...Tukwila O... Water District #125 0 ...Water Availability Provided Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size —.22" x 34 ") 0 ...Technical Information Report (Storm Drainage) .. .Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): .. .Right -of -way Use - Nonprofit for less than 72 hours .. .Right -of -way Use - No Disturbance .. .Construction /Excavation/Fill - Right -of -way Non Right -of -way .. .Total Cut cubic yards 0 ...Total Fill cubic yards 0...Sanitary Side Sewer 0 ...Cap or Remove Utilities D ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water „ „ 0 ...Permanent Water Meter Size... 11 WO# O ...Temporary Water Meter Size.. WO# .. .Water Only Meter Size WO# 0 ...Sewer Main Extension Public Private ❑ ... Water Main Extension Public Private Vppliationslpermit application (3.2003) 3/2003 .. • Abandon Septic Tank .. • Curb Cut .. • Pavement Cut ❑ .. Looped Fire Line 06 -433 01.79 0 .. Highline Page 3 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 n�M le c.) lease refer to Public Works Bulletrn #1 for fees and estimate sheet. 0 ...Renton Sewer District O ...Tukwila 0 ValVue ❑ .. Renton ❑ ...Seattle 0 ...Sewer Use Certificate 0... Sewer Availability Provided 0 .. Approved Septic Plans Provided 0 ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis 0 .. Maintenance Agreement(s) ❑ ... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding ❑...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip ` b.allw�sLrW.,Yw..k �v+�/1j iLG 4 eR Z ~W 6 00 to o (o W J • u_ W 2 1 Q = • d W Z = Z 0 I W W U� O — O I— W W H 0 u- .. Z W U= 0 Z Unit Type: , ., ;. YP - Qty Unit Type: Qty :,.. Unit Type: .: Qty Boiler /Compressor:, _ Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: * *An original or notarized copy Expiration Date: of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....E Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION 'NOTES.= ;Applicable:tO all permits ><in tlii ;. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN AUTHOR GE Signature: ��'I Print Name: Mailing Address: ■applicatiorutpermit application (3.2003) / U tki k a l(Ce - City Day Telephone: Fax Number: Day Telephone: (7°x'4) 7,' y s 73 ,6 )1( I ^ U� 7 S00.3 City Date: State 3 State Zip Zip Date Application Accepted: a F-,?8 - -a 3 I Date Application Expires: Staff Initials: Pape 4 i:•. n .' > r ` 'SWt*;'7 ' ^.'fiitl.: zy>s.'n'vr�;�:r t'U!" ^, t�?;: w! 4 vTll'; X. �4! 5.' h .,w,ry�•k'ht#brw v w >, z Il— ~ w o! Parcel No.: 2172000280 Permit Number: D03 -267 -J 0 Address: 13030 56 AV S TUKW Status: APPROVED N 0 Suite No: Applied Date: 08/28/2003 Applicant: BRATCHER RESIDENCE Issue Date: -J H w0 Receipt No.: R03 -01403 Payment Amount: 559.45 w a Initials: SKS Payment Date: 11/20/2003 01:50 PM w User ID: 1165 Balance: $0.00 z H i-- 0 zt— W • W D c O • N O I` w W M 0 Type Method Description Amount g O Payment Cash 559.45 Lii U 0 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CHARLES BRATCHER BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 RECEIPT 4712 . 971.6 TOTAL. 559.45 512.45 23.50 19.00 4.50 Total: 559.45 Printed: 11 -20 -2003 :.,. z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 2172000280 13030 56 AV S TUKW BRATCHER CHARLES+JACKSON,MA R03-01056 SKS 1165 CHRISTEL A. NUNNALLEE TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description Check 2096 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 602.09 Current Pmts 333.09 250.00 19.00 Total: 602.09 )3/29 - 13"1A1... D03-267 PENDING 08/28/2003 602.09 08/28/2003 11:16 AM $535.95 Printed: 08-28-2003 < • z c4 2 o 0 0 u) (.0 W W -J w 0 < co — 0 z 0 z w 0 O u ) O — O I— W w I 0 a; u) r-: 0 1- z ' MO( 44! SaverV C11.1.,,t. .z ; (41ETURN ITEMS - 92 NOTICE OF RETURNED DEPOSITED ITEM(S) redaction CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA WA 98188 PD-OR-C2RI 1-800-USB,...KS Date: Sep 9, 2003 Advice D-858501 Acct: 10 ; rt -=. CHRISTEL A. NUNNALLEE 37006 28TH AVE. S. 253-835-0326 FEDERAL WAY, WA 98003 , /,k- ---- DetWa I'S el sS F Pay to the order of .Bank of America Federal Way 021204.1 60 2093 From: Brenda Holt To: Joanna Carey Date: 09/15/2003 1:20PM Subject: NSF Check Joanna, Thanks, Brenda Thanks for sending a copy of the NSF check for Christel Nunnallee. I have placed a notice on the permit application to not release until this issued has been resolved. I believe Laurie Anderson handles the collection part of this. Once this has been resolved, could you please let me know. Also, can we accept her check for the balance owing on the permit ?? This is only NSF we've received from her that I'm aware of. Pagel COMMENTS: ../ ini.s ocN1 {n . f 1 s, it 1 p kr I. A11/1 ITN rJ (o W- p ICJ . Ghee � /4 2 f ,i3 #i � , J i S / f . C /i42,../Xi.6 — - N J/4 - .. ..D Special Instructions: —, ) &ti f9 / / f n1.5 ?i I A •/ , i oAI - AI A Date Wanted: a.m. ?)) J 1, j 1 i Js7f l• r Ai / J r Phone No: ? 6)( J )r` e k ( lfir \\ G /1 y/ /� //�\ /'/�/�,} J /� 11/ / �" I / V � - V �/ � f 1 '• / Y / Ai See -- '2,es . --- n/ /0 7, w - L J A 4 — A i / - A'bl " e 6 1 J a - < A j 'me) /– J1f L f Projects �i7eG fG. c /' ,.e.. Type of Inspection: . • 74:443-7/;, 2, , Address: /. �%CI 0 =` I n /4r/ S Date Called: J/4 - Special Instructions: —, 7;e Date Wanted: a.m. Requestter / r Phone No: ? 6)( e 7/ -. F/ - c ( CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPE ION NO. Approved per applicable codes. Inspect r` R "ceipt No.: INSPECTION RECORD Retain a copy with permit CLA 1 Corrections required prior to approval. Date: 4 / - 7.00 REINSPECTION EE REQUIRED. Prior o inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. II to schedule reinspection. Date: (206)431 -3670 Pr j ct: 0��/v�� ' r Type of Inspe tion;_, • � i4ji/(/l Ad dre 0,61 JJ// 6 Date Called: . _ � Special Inst Date Wanted: 4 � /� ...14n? ? . Re uester: q Phone Nop `- 5 +"f t _' 1 -i• - u Dk 'I // INSPECTION RECORD Retain a copy with permit INSP ION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q)3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1i G 01 41) r � r 1 - 7 � ��� �r s e- e Inspector: Dater - Z i V v $47.00 REINSPECTION FEfjkEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Se COMMENTS: J J t 1---# � , � Yil14 � / /0 ,i nilA'��1_ bij- Le / Date ailed: r ,3 j / _ 9 /,,,, ( 4,/ -4- ci2 l v' i- 7,...i, / / 7 D / c a nted a, 7 ;) 6,„f' ,'._= t A A -. ".x.0-,4 . ..- 4'A 6 1 Av 5t/14 ; ; fin z . 1� ,-„,v -,., ,1 -1.o/ .:7 ,,,: � // i A a 3s- A. ''. - 5 c7 /l /.,Ur P (lit „` I / (.l r /Q A* /1 y _ Uf 4•-- 3 Z'� / ac .` /--.. ? ,,,,, 7/ 4 -t 4,4, 1)42 L/' 14 ‘ c ) ,2- 0 4. 4.i..e,e, ., -0 r r .L, J 1 /�'', � - 4' 4,-, to', . d r�l /-/ 1....,.�"� ! - 2i ! C P r ,sect: ��!( /JA \) { /�� ( // /� Type flnspection: . 6w/cir 0 A dress: Date ailed: 'I Specfalnstructions: /( nit D / c a nted a, Requester. Phone No: < —� ' L 4'A 6 1 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Dp3-.z/f7 r I S Lilo - 5'� 1 Corre bons requfred prior to appYoval. 1-1A- Date: Vyy 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Sg Project: x31.? i e i1 P / 6s - Type of Inspection: • px - • S' he° • - Address: /Rc730 5(0 �)()- S_ Date Called: . / /.5 - /0y Special Instructions: C / -�2 53- 670 -5 Date Wanted: ' / . ? / /6 /c 7 a.m1 p.m. Requester: Phone No: i. /.J °S.5'7- 1 /:2_89 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q03 - 2 67 (206)431 -3670 2 , \ !kpproved per applicable codes. Corrections required prior to approval. COMMENTS: C O Al d_. Aoz, 7-.-4p5 -- ( T7) (in/VP Date: $4 .00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be pa' • at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: COMMENTS: Q " ' ' 5 2 \' -c 1 .5-0v. c..-. IS ) c 4ne-46r rb< \r'Nei,..-P. I 1.1 .n-cc� a:e c . Address: ,,/ V1O 0 7 Col II 40e S Date Called: 3 — 12.. cat-- ?Itt-"" 4- vvwf.:014 , DL eN A.. i ,.r,n uA...6 - k a , . . ' - 0 .,...AX -4. 10,,-AA ,z • ••41 .tisZM /‘t-, A ir.(-0 FC. % c- _09 a.m. P.m. Reques j) b43 NM 0 044 v W '11 - 11 i:A k/J-c.. 1, -42-A. lie s- A .'�. ,, l { V `1 c% tr -e -11 .1 J2 .0. ,11 r4 n " eN l ,,,[.. - A. A rd Ci_tM/\.es. Ci?1\ \ f�1 Project: e)- r'/'► Q " ' ' 5 Type of Inspection: 5 A L Address: ,,/ V1O 0 7 Col II 40e S Date Called: 3 — 12.. - o ""/ Special Instructions: Date Wanted: 5 -1 _09 a.m. P.m. Reques Phone No: , I INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 la Corrections required prior to approval. Ul / Date: — 1 -- to L1 47.00 REINSPECT'ION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P e G{ f Cpl ifi Type of Inspectio �,Id so;o 5 / (Ve .5. Date Called: / /Z / „ J Special Instructions: & fie. .. 2.53 PO — S%3 Date Wanted: "7 15/64. m Requester: C �O. Phone No: 15 — gs Y C O g9 ti INSPE INSPECTION RECORD Retain a copy with permit ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,, #100, Tukwila, WA 98188 (2 6)431 -3670 "pproved per applicable codes. Corrections required prior to approval. COMMENTS: P ' Date: 3 / 1) /ve/ $4 .00 REINSPECT! OfiI FEE REQUIRED. to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: r—a(,Qt 1 44- , Ty e of In pection i KIWI) , S - u- , � ` �{'� - z . 5 Le, Ad�d�s S I Date Called: i I /O� Special Instructions: 04 (4 *\...k, A lai* Date Wanted: 3 Z/ (.1_1'n1' ag., Requester: (-) . Phor7t ` , .2 4 / ,. 4 a 4 ?q INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: A 709- INSPECTION RECORD Retain a copy with permit (206 431 -3670 C orrectionss red fired o p red rioFproai. / ip Date: /2--0 El $47.00 REINSPECT paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. N FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: Project: , 1 ) i2 4 of Inspection: . — r. l- t i� .eC i k C f /)Lii 17 4 Address: / 1130 5 ' 4e s• D ate Called! 21/3 _— Special Instructions: !/1,4/ 1tAM 01 1 pessi b/e D at e Wanted r ` I / () (a � rr � p.m. Requester: C , O Phone No: X5.3 — g 5V 9 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ` Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: \ M tor: Date: J, An.iv pi A rr,,. 7 / 7.00 REINSPECTIO FEE REQUIRED. Priof to inspection, fee must be �9 ld at 6300 Southcenter Blvd., Suite 100. C all to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit (206)431 -3670 COMMENTS: &Fe) l / AA -- i/V 0 Aqd P . • ,,--- d7 D Clld: v ate a e Special Instructions: . j , 6 . ;) 9 -id 6-/-,4. Date Wanted: -/ 3 -a V 6 p.m. Requester:- ... Project: Z -- - . ' 7. / 7 6 - /Z:. it .;;"; /1 ,,ICe.." Type of _Inspection: i , ...... - ,r,r,r - .• 7 ..../15._ • Address: L''.'0 30 5 , ? S D Clld: v ate a e Special Instructions: . j , 6 . ;) 9 -id 6-/-,4. Date Wanted: -/ 3 -a V 6 p.m. Requester:- Phone No: (3)?'5V-</. esY' • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 2 7 s Corrections required prior to approval. Date: ris15 or: .00 REINSPECT! N FEE RE ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • COMMENTS: Type of Iris ection• / - e re.,�,'CL: / " /p 6 Address: Address: e /la( S. Date Called: / � .2 ) Ah0b7 'P /. ix,-( _„, ,...- ,,,,,// fize," 1,,,,,e, ,„4-,_," ,".,(- ..., . 2 J .1 c ,, (/-- 44 nAle -6 4 i t.../.,0144 i v k-« / /, // 01 ,010.4 4/3 7\ A Projects // n '/1�, Cl� l� j c� Type of Iris ection• / - e re.,�,'CL: / " /p 6 Address: Address: e /la( S. Date Called: / � .2 Special Instructions: C_, C ` fi= c - A� - Date Wanted: / - , ( , a. g p.m. Requester3 . • t/ (../ Phone No: . ,:' , 0 9/Y 6 '.ik;.... ».+.:w v,23vLA;:.ta.". : t "iY.:.'.'.4 `L "�1.; «2�......i.,i,u. Fir <....,:lX..e..._... ":•2 �'.. ...e.o- £h.:..Y..�:..2i. .. �1s.u..wr..:.vo.i.....c.w.. s_...r. -. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector) v Date: 3 0 -63y E] S47.0 E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: House FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM Roof Downspout 0 48 Inch Diameter Hole Filled with 1 -3" Washed Drain Rock Roof Downspout flow i - Roof Downspout Small Site Drainage Requirements Overflow Splash Block flow Fine Mesh Screen DRY WELL PLAN VIEW NTS Catch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS Catch Basin (Yard Drain) C -15 q.2.3— INFILTRATION TRENCHES AND DRYWELLS Min. 4" dia. PVC Pipe brsi�4at7 Topsoil QC 48 Inch Diameter Sides of Hole -._/ i'C Hole Filled with Lined with . ,r4 1 -3" Washed D. Filter Fabric .. Drain Rock Zc gU�`' - . _d.33`.,= J oil �a a ,p, r .::•. ya Mark Center of Hole with 1" Capped PVC or Other means Flush with Surface . c • C 1' min. 4' min. Min. 1' above Seasonal High Groundwater Table Dow • •• . 9/1/98 SECTION C.2 FLOW CONTROL BMPs FIGURE C.2.0 ALTERNATIVE DOWNSPOUT INFILTRATION SYSTEM grass 6" min overflow 1 . 3/4" 0°00 a 0 �� washed rock ! o a 000° o o 18" min %a p ' eiaa V O Q 000, a7° o 0 2' min overflow 11/2 " - 3/4" 00 a a p o washed rock // o a ° 0, 0 00 '° 0 0 i p 0n ° 0 pllao D °a a o po p o X- SECTION NTS 15' min filter strip grass 5' min dtweW Y 6" min L I 2' min .-.l NOTE: Same length dimensions 18" min and site limitations as typical system X- SECTION NTS C -14 from roof NOTE: Same length dimensions and site limitations as typical system bet -X71. Small Site Drainage Requirements r . .« Mit MiTek Re: k21 2006 Pak's Design 25'x30' The truss drawing(s) referenced below have been prepared by MiTek Industries; Inc. under my direct supervision based on the parameters provided by BMC West- Tacoma, WA Pages or sheets covered by this seal:R9265245 thruR9265246 My license renewal date for the state of Washington isJanuary 24, 2004. EXPIRES: 01 -24 -04 fhP+ Me Plan Check approvals are May 29,2003 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676 -1909 CITY OF BMA APPROVED NGV 1 9 2u3 AS /JiiiJ or 400 74 % 4 p c 8 20 03 Fq Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI /TPI -1995 Sec. 2. Db 2�1 z w re 2 6 JU O 0 N o J • = • LL w 0 g u_ I a w z= F- 0 z • w O • N O t— w W L I z z Job Truss Truss Type Qty Ply Pak's Design 25'x30' R9265245 K212008 GE01 FINK 2 1 Job Reference (optional) 0-0-0 WEBS -3-0-0 3 -0-0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD OTHERS FORCES (lb) - TOP CHORD BOT CHORD 12-6 -0 12-6 -0 4x4 0 -0-0 G I F , E ' I AJ Al AH AG AF AE AD AC AB SPACING 2 -0 -0 Plates Increase. 1:15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 2 X 4 HF 1650F 1.5E 2 X 4 HF 1650F 1.5E 2 X 4 HF Stud /Std CSI TC 0.53 BC 0.24 WB 0.03 (Matrix) .000 s F eb 19 2003 Mi Industries, Inc. Thu May 29 09:47:57 2003 Page 1 3x4 = K 25 -0-0 25-0-0 DEFL in (loc) Vert(LL) n/a - Vert(TL) -0.21 T Horz(TL) 0.00 S 1st LC LL Min I/defl = 240 BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) B= 430/25 -0 -0, AC= 99/25 -0 -0, AB= 119/25 -0 -0, AJ =- 10/25 -0-0, A1= 178/25 -0-0, AH=96/25-0-0, AG= 116/25 -0 -0, AF= 111/25 -0-0, AE= 114/25 -0 -0, AD= 105/25 -0 -0, AA= 122/25 -0 -0, Z= 111/25 -0 -0, Y= 107/25 -0 -0, W= 100/25 -0-0, V= 129/25 -0 -0, U= 119/25 -0 -0, S= 426/25 -0 -0 Max Harz B= 90(load case 5) Max Uplift B=- 119(load case 3), AJ=- 10(load case 1), A1= 54(load case 5), AH=- 4(Ioad case 3), AG=- 16(load case 3), AF=- 13(load case 5), AE=- 14(load case 3), AD=- 15(load case 5), AA=- 18(load case 6), Z=- 13(load case 6), Y= 14(load case 4), W - 2(load case 6), V=- 51(load case 6), S=- 111(load case 4) Max Gray B= 430(load case 1), AC=99(load case 1), AB= 119(load case 1), AJ= 95(load case 2), AI= 178(load case 7), AH= 96(load case 1), AG= 116(load case 7), AF =111 (load case 1), AE= 114(load case 1), AD= 107(load case 7), AA= 124(load case 8), Z= 111(load case 1), Y= 107(load case 8), W= 100(load case 8), V= 129(load case 8), U= 167(load case 2), S= 426(load case 1) First Load Case Only A -B =58, B- C = -55, C -D =14, D- E = -20, E -F =8, F -G =8, G -H =8, H -I =8, I- J = -18, J- K = -17, K- L = -19, L- M = -21, M- N = -19, N- 0 = -19, O- P = -19, P- Q = -18, Q- R = -22, R- S = -57, S -T =58 B -AJ =0, AI -AJ =0, AH -AI =0, AG -AH =0, AF -AG =0, AE -AF =0, AD -AE =0, AC -AD =0, AB -AC =0, AA -AB =0, Z-M=0, Y -Z =0, X -Y =0, W -X =5, V -W =5, U -V =S, S -U =5 J- AC = -75, L- AB = -90, C- AJ = -47, D -AI= -108, E- AH = -81, F- AG = -86, G- AF = -85, H- AE = -86, I- AD = -80, M-M=-93, N- Z = -84, O- Y = -85, P- W = -87, Q- V = -75, R -U= -128 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Corlflfl(grtisp23nd the plate grip increase Is 1.33 :Q Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII•7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design pararnenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 • 25 -0-0 12-6 -0 Y X W 3x4 = P I/defl n/a >175 n/a PLATES MI120 Weight: 108 lb 4x4 = Sheathed or 6 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. EXPIRES: 01 -24 -04 28-0-0 • 3 -0-0 Scale = 1:50.7 GRIP 185/148 May 29,2003 T l g aLa w 1 anal Job Truss Truss Type Qty Ply Pak "s Design 25'x30' R9265245 K212006 GE01 FINK 2 1 .,.— • � y Job Reference (optional) se NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4 -0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16 -B, UBC -94. LOAD CASE(S) Standard Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB -89 Bracing Specification, and H113.91 Handling Instating and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 .000 se . 19 2003 MITek Indus rtes, Inc. Thu May 29 09:47:58 2003 Page 2 Z Z ' a , W QQ JU O 0 c . W J = F' W O. • Q N � 2 W Z � F- O z F- LU al O N : 0 F- W W H r 1L .. Z = O F' Z Job Truss Truss Type Qty Ply Pak's Design 25'x30' R9265246 K212006 T01 FINK 14 1 Job Reference (optional) BMC WEST, KENT 0.0.0 -3-0-0 3 -0.0 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 0-0-0 3x6 = LOAD CASE(S) Standard 6 -7-8 6 -7-8 LUMBER TOP CHORD 2 X 4 HF 1650F 1.5E BOT CHORD 2 X 4 HF 1650F 1.5E WEBS 2 X 4 HF Stud 4.00 12 8 -7 -0 8 -7-0 J 3x4 = REACTIONS (lb /size) B= 1237/0 -5 -8, F= 1237/0 -5 -8 Max Horz B=- 64(load case 6) Max Uplift B=- 146(load case 3), F=- 146(load case 4) 12-6-0 5-10-8 FORCES (lb) - First Load Case Only TOP CHORD A -B =58, B -C= -2275, C -D= -1998, D -E= -1998, E -F= -2275, F -G =58 BOT CHORD B -J =2079, I -J =1453, H -I =1453, F -li =2079 WEBS C -J= -350, D -J =567, D -H =567, E-H=-350 5.000 s Feb 19 2003 MiTek Indus ries, Inc. Thu May 29 09 :47 :58 2003 Page 4x8 = D 16 -5-0 7 -10-0 BRACING TOP CHORD BOT CHORD 18 -4-8 5 -10.8 1 25 -0-0 6 -7 -8 28 -0-0 3 -0-0 Scale = 1:50.7 1.5x4 �� 1.5x4 // C E o l I H 3x4 = 3x4 = 1 25 -0-0 8 -7-0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC ' 0.61 BC 0.52 WB 0.22 (Matrix) DEFL in (loc) I /deft Vert(LL) -0.16 H -J >999 Vert(TL) -0.29 H -J >999 Horz(TL) 0.07 F n/a 1st LC LL Min 1 /deft = 240 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 0 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenlers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, 056-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI 53719 rnw+,..yew .r PLATES MI120 Weight 87 lb 3x6 = 0 -0-0 Sheathed or 4 -5-15 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. GRIP 185/148 EXPIRES: 01 -24 -04 I May 29,2003 Symbols PLATE LOCATION AND ORIENTATION PLATE SIZE 4x4 BEARING • Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. LATERAL BRACING • For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. Indicates location of required continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 TOP CHORDS 111 11Ziki CHORDS Jl BOTTOM J8 J4 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96 -31, 96 -67 ICBO 3907, 4922 SBCCI WISC /DILHR NER Mai MiTek . 1�Gi" tL y 55GAait•`4��s:�:!�1i`i: „. rt 9667, 9432A 960022-W, 970036-N 561 J7 TEE -LOK PT1 f ;W J6 MiTek Engineering Reference Sheet: MII -7473 o General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length (± 6” from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non - structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 MiTek® Holdings, Inc. Z W a 2w -J 00 cn 0 co w J = CJ) LL W O u _ cn I W Z = H 1- Z I- 20 O 0. 0 Y O H W F u" W Z U= O Z STRUCTURAL CALCULATIONS - USING 1997 UBC FILE COPY uryl ; h.. n( { ChrIck approvals are CONTRACTOR: DO NOT USE THESE CALCULATIONS FOR CONSTRUCTION. SEE FULL SIZE SHEETS FOR ENGINEERING REQUIREMENTS. CITY" OF TUKWILA APPROVED r NOV 1 9 ".e '3 AS }'i'..; t Ltd FOR: PAKS DESIGN GROUP memo CITY OF TUKWILA OCT 2 3 2003 PERMIT CENTER GARAGE Project No. 203147 ANDREWS ENGINEERING - Structural Engineering 20825 S.R. 410 E. PMB #306 BONNEY LAKE, WA 98390 (253) 862 -8321 CORRECTION LTR# •Xe7 ANDREWS ENGINEERING Project: GARAGE . By: Sandra Conklin I. SCOPE OF WORK Perform lateral and gravity analysis for garage structure. Mark up full size drawings with engineering requirements and Prepare full size S sheets with ramining engineering requirements. II. DESIGN CODES Current Building Code as amended and adopted by local jurisdiction. LOADS: ROOF: COMP ROOF 3.0 PSF PLY 1.5 FRAMING 8.0 INSUL. 1.0 CEILING 2.5 MISC. 1.0 ROOF DL 17 PSF ROOF SL 25 ROOF- . 42 PSF III. WIND DESIGN PRESSURES "P" Exposure B, Wind Speed 80 mph Ce15 : =.62 Ce20 := .67 Ce25 := .72 Ce30 := 36 0 to 15 feet 15 to 20 feet 20 to 25 feet 25 to 30 feet P1 := gs•I•Cq•Ce15 P1 = 13.218•1b•ft P2 := gs•I•Cq•Ce20 P2 =14.284.1b-ft w3:= P1.9•ft w4: =w3 w3 = 118.966.1b• ft 0' to 15' 15' to 20' w4 = 118.966.1b• ft t MAIN FLOOR : FLOORING 1.0 PSF PLY 2.0 FRAMING 2.5 INSUL. 1.0 CEILING 2.5 MISC. 1.0 FLOOR DL 10.0 PSF FLOOR LL 40 PSF FLR TL 50 PSF qs:= 16.4• ft 2 I := 1.0 Cq: =1.3 P3 :=qs.I.Cq.Ce25 P3 = 15.35• lb• ft P4 :=qs.I.Cq.Ce30 P4 = 16.203•1b•ft IV. WIND LOADS PER FOOT LENGTH OF STRUCTURE wl := P2.2•ft+ P2.5•ft+ P3.3.5•ft wl = 153.717•1b•ft w2 := P1.2•ft+ P2.5•ft+ P3..5.ft P4.1 .ft w2 = 121.737.1b• ft 1 20' to 25' 25' to 30' Job No. 203147 10/13/03 1 OF 16 z _I- z 6U 0 0 u, o W I - I- N LL W O LL Q I F W z = I- O Z 1- W • W U O N O H I WW 0 17- LL u! Z U N 0 z ANDREWS ENGINEERING Job No. 203147 • Project: GARAGE 10/13/03 By: Sandra Conklin 2 OF 16 • V. SEISMIC LOADS Z _)- DESIGN BASE SHEAR: Ca: =.36 Z : =.3 R : =5.5 I : =1.0 0, 00 _ 2.5CaI v)0 v ' R v =0.16 need not exceed this formula co I I J H co LL W O Design Base Shear = 16% of the dead weight of the structure 2 DETERMINE SEISMIC LOADS INCLUDING REDUNDANCY FACTOR OF 1.5 u_ co Determine w1 W := 36.15 + 10.4.0.2 W =620 Weight per linear foot Z w H Roof 10 psf Walls wl := W•v• wl = 101.455•lb.ft ' Z H ft I•- 0 wl := w1.1.5 wl = 152.182.1b•ft 1 W W Determine w2 W := 31.15 + 10.4.0.2 W =545 Weight per linear foot U N . Roof 10 psf Walls lb -t 0 "- w2 : =Wv— w2 = 89.182•plfft ft = W , - U w2 :=w2.1.5 w2 = 133.773.1b• ft 1 0 Determine w3 W := 25.10+ 10.8.2 W =410 Weight per linear foot w Z Floor 10 psf Walls lb -i U N w3 : =Wv— w3 = 67.091•lb•ft H H ft p w3 :=w3.1.5 w3 = 100.636.1b• ft t Z Determine w4 W := 36.10 + 10.8.2 W =520 Weight per linear foot Roof 10 psf Walls w4 := W v lb w4 = 85.091.1b• ft i ft w4 := w4.1.5 w4 = 127.636.1b•ft w1 CONTROLLED BY WIND w2 CONTROLLED BY SEISMIC w3 CONTROLLED BY WIND w4 CONTROLLED BY SEISMIC wl := 153.17.1b•ff I w3 := 118.97.1b•ff I • ANDREWS ENGINEERING Project: GARAGE By: Sandra Conklin VI. SHEAR ON SHEAR WALLS LI :=25.ft L2 :=30.ft 2nd Floor Shear Walls Wall AA: Laa := 30.ft vaa wl•LI•.5 :_ Laa vaa = 63.821 • lb• ft t Wall A: La : =26.ft va :_ w4•L1•.5 + vaa.Laa La va = 135.003.1b• ft Wall D: Ld :=4.ft vd w3•L2•.5 + vdd•Ldd Ld vd := 689.54.1b•f -1 Wall BB: Wall CC: Lbb : = 30.ft Lcc : =20.ft vbb ; -_ wl •L1•.5 vcc ; - w2 L2 .5 Lbb Lcc vbb = 63.821.1b• ft 1 vcc = 100 • lb• ft VII. OVERTURNING MOMENT ON WALLS AA BB CC DD Shear Length Wall A Lal: =26•ft B Lbl: =30•ft C Lcl :=25•ft D Ldl: =4•ft Laal := 30.ft Lbbl :=30.ft Lccl : =10•ft Lddl : =10•ft Wall B: Lb :=30.ft vb ; -_ vbb•Lbb +w4•Ll•.5 Lb vb = 117.003.1b• ft t Overturning Moment OTMbI := vb•LbI.HW9 OTMc1 := vc•Lcl •HW9 OTMdI := vd•Ldl•HW9 HW9 := 8.0.ft OTMa1 := va•Lal •HW9 OTMa1 = 28080.636.1b• ft OTMb l = 28081 • lb• ft OTMcI = 30329.127.1b• ft OTMd 1 = 22065.28• lb. ft OTMaal := vaa•Laal•HW9 OTMaaI = 15317.1b•ft OTMbbl := vbb•Lbbl•HW9 OTMbbl = 15317.1b•ft OTMcc1 := vcc•Lcc1.HW9 OTMccI = 8026.364•lb•ft OTMdd l : = vdd • Ldd l •HW9 OTMdd l = 8026.364.1b• ft Length Between Shear Walls Wall C: Lc : =25.ft Wall DD: Ldd := 20• ft vdd w2•L2•.5 Ldd vdd = 100.33.1b• ft w3•L2•.5 + vcc•Lcc vc: Lc vc = 152•Ib•ft Job No. 203147 10/13/03 3 OF 16 ANDREWS ENGINEERING Project: GARAGE By: Sandra Conklin VIII. SHEAR WALL DEAD LOAD RESISTING MOMENT Dead Load on Wall Wall Shear Wall Roof 2nd Floor Walls AA1 DLRFaaI := 12.5. ft•15• l b •Laa1DLWLaa1 := HW9.10• lb •Laal ft 2 ft DLRFaa 1 = 5625.1b DLWLaa 1 = 2400• lb BB1 DLRFbbI := 12.5.ft• 15• lb •Lbb1DLWLbb1 := HW9.10• lb •Lbbl DLbbl := DLWLbb1 -- DLRFbbI ft 2 ft 2 DLbbl =8025.1b DLRFbb 1 = 5625.1b DLW Lbb l = 2400.1b DLRMbb 1 := DLbb l • Lbb l • .5 DLRMbb i = 120375.1b• ft CC1 DLRFcc1 := 4.ft•15• lb •Lccl ft 2 DLRFcc l = 600.1b DD1 DLRFdd1 : =4.ft. 15• lb •Lddl ft 2 DLRFdd1 = 600.1b 1st floor shear walls Al . DLRFaI := 12•ft•15• lb •La1 ft 2 DLRFa 1 = 4680.1b B1 DLRFb1 := 12.ft• 15 lb •Lbl ft 2 DLRFb1 = 5400.1b DLWLccl := HW9.10• lb •Lcc1 ft 2 DLWLccl = 800.1b Dead Load Resisting Moment DLaa1 := DLWLaa1 + DLRFaa1 DLaa1 = 8025.1b DLRMaaI := DLaal•Laal •.5 DLRMaa 1 = 120375.1b. ft DLcc l := DLWLccl + DLRFcc l DLccl = 1400.1b DLRMccl := DLccl •Lccl •.5 DLRMcc 1 = 7000.1b. ft DLWLdd1 := HW9.10• lb •Ldd1 DLddl := DLWLdd1 + DLRFdd1 ft DLWLdd1 = 800.1b DLWLaI := HW9.10• lb •Lal ft 2 DLWLaI = 2080.1b DLWLb1 := HW9.10• lb •Lbl ft 2 DLWLb1 = 2400.1b DLddl = 1400•Ib DLRMddI := DLddl •Lddl •.5 DLRMdd1 = 7000.1b• ft DLaI := DLWLaI + DLRFa1 DLa1 = 6760• lb DLRMa1 := DLa1 •Lal •.5 DLRMa1 = 87880.1b• ft DLb1 := DLWLbI -t DLRFbI DLb 1 = 7800.1b DLRMb1 := DLb1•Lbl•.5 DLRMb 1 = 117000.1b• ft Job No. 203147 10/13/03 4 OF 16 ' ANDREWS ENGINEERING Project: GARAGE By: Sandra Conklin C1 DLRFcI := 7 •ft• 15 l b •Lc1 DLWLcI := HW9.10• lb •Lcl ft 2 ft 2 DLRFcI = 2625.1b DLWLc1 = 2000.1b D1 DLRFd1 := (7.ft).15• lb •Ld1 DLWLd1 := HW9.10• lb • Ld1 ft ft 2 DLRFd1 = 420•Ib DLWLdI = 320.1b IX. HOLDOWN FORCES WALLS Second Floor DLcI := DLWLcI DLRFcI DLc1 = 4625•lb DLRMcI := DLcI.Lcl •.5 DLRMcI = 57812.5 • lb• ft DLdI := DLWLd1 + DLRFdI DLdI = 740• lb DLRMdI := DLd1•Ldl•.5 DLRMd1 = 1480.1b• AA HDFaa1 : = OTMaa1 - DLRMaaI HDFaa1 =- 3501.933•Ib Laal BB HDFbb l OTMbbl - DLRMbb l HDFbb 1 = - 3501.933 • Ib Lbbl CC HDFcc1 := OTMcc1 - DLRMccI HDFccI = 102.636•lb Lccl DD HDFddI ;= OTMddl - DLRMddI HDFdd1 = 102.636•1b Lddl First Floor A HDFaI := OTMaI - DLRMaI HDFaI = -2299.976 •lb Lal B HDFb1 := OTMbI - DLRMbI HDFb1 = -2963.979 •lb Lbl C HDFcI OTMcI - DLRMcI HDFc1 =- 1099.335•1b Lcl D HDFd1 := OTMd1 - DLRMdI HDFdI = 5146.32.1b Ldl Job No. 203147 10/13/03 5 OF 16 • ANDREWS ENGINEERING Project: GARAGE By: Sandra Conklin ONLY WALL REQUIRING HOLDOWNS AND ANYTHING MORE THAN MINIMUM REQUIREMENTS PER FOOTNOTES XI. SHEAR WALL SUMMARY TO SHEAR WALL SCHEDULE IS WALL D WHICH IS IDENTIFIED AS SHEAR WALL 1 ON DRAWINGS FIRST FLOOR WALLS Al va= 135.003.1b•ft ' HDFa1 =- 2299.976.1b b1 vb = 117.003 • lb• ft ' HDFb1 = lb C1 vc = 152.1b•ft 1 HDFc1 =- 1099.335.1b D1 vd = 689.54•Ib•ft t HDFd1 = 5146.32.1b 8c1@ 4" B.S., 0 -9, STHD14 STRAP OR HD6A S11 OR S13 1 2ND FLOOR WALLS AA1 vaa = 63.821 • Ib• ft ' HDFaa 1 = BB1 vbb = 63.821 • lb• ft CC1 vcc = 100.1b•ft 1 DD1 vdd = 100.33.1b•ft 1 HDFbb1 = 3501.933.1b HDFccI =102.636.1b HDFddI = 102.636.1b EVEN THOUGH SHEAR IS OVER 350 PLF ON THIS WALL THERE ARE NO 3X SOLID MEMBERS REQUIRED BECAUSE THE PANEL IS 4 FEET LONG. THUS NO ABUTTING PANEL EDGES OCCUR. ALSO, THE ANCHOR BOLT SPACING HAS BEEN DECREASED BY 50% TO ELIMINATE THE NEED FOR 3X SILL PLATE THIS SMALL UPLIFT FORCE ON C AND D WILL EASILY BE RESISTED WITH OUT HOLDOWNS BY THE MINIMIM CONNECTIONS OF FRAMING PER CODE OF SOLE PLATE NAILING. Job No. 203147 10/13/03 6 OF 16 • /ANDREWS ENGINEERING Project: GARAGE By: Sandra Conklin SHEAR WALL SCHEDULE Z ( SEE ATTACHED REDUCED FLOOR PLANS FOR SHEAR WALL LOCATIONS) , = I- '~ w Shear Sheathing Panel Edge Holdowns @ ea. End Sole Plate Nailing Applicable Detail(s) 6 Wall (See Ftnt 1) Nailing (See Ftnts. 3) Anchor Bolt Spacing _, 0 (See Ftnt. 2) 0 0 N 0 w 111 J 1 7/16" OSB or 15/32" 8d @ 4" o.c. STHD14 STRAP A.B. @ 0' -9" o.c. SEE DET S11 OR S13 N LL PLWD BOTH SIDES OR HD6A al 0 J LL Q N D = F W Z H I- 0 FOOTNOTES TO SHEAR WALL SCHEDULE: W w (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" 0 N CDX PLWD, OR 7/16" OSB APA RATED SHEATHING OR APA RATED PANEL SHEATHING p F... RATED FOR STUD SPACING USED. MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. W w NAILING 12" IN FIELD. H H 1 J- - 0 (2). MINIMUM 1/2" DIA A.B.S @ 4' O.C. U.N.O. ON SCHEDULE. MIN 2 ANCHOR BOLT PER Z WALL. 12" FROM ENDS. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR 0 BOLTS. 0 I-- Z (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. Job No. 203147 10/13/03 7 OF 16 ANDREWS ENGINEERING Job No. 203147 Project: GARAGE 10/13/03 By: Sandra Conklin 8 OF 16 STRUCTURAL NOTES: 1. PROVIDE ROOF SHEATHING ON ROOF FRAMING AND BELOW ALL OVERFRAMING. NAIL MINIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. 2 INSTALL HURRICANE CLIPS AT EVERY TRUSS SUPPORT. 3. CONNECT BOT CHORD OF THIS TRUSS TO TOP PLATES OF WALL BELOW THIS LINE WITH A35 CLIPS AT 48" 0.C. CONNECT ROOF SHTG TO TOP CHORD OF THIS TRUSS WITH 8d @ 6" 0.C. 4 CONNECT GARAGE DOOR HEADER TO ADJACENT TOP PLATES WITH SIMPSON LSTA36 STRAPS. 5. CONNECT RIM JOIST TO TOP PLATES OF WALL BELOW WITH SIMPSON A35 @ 48" O.C. 6. CONNECT BEAM TO SUPPORT POSTS WITH 2X4 X 24" LONG BOTH SIDES AND NAIL WITH (6) 16d NAILS TO BEAM AND POST. 7. CONNECT POST TO SILL PLATE WITH SIMPSON A24 CLIP (2) SIDES AND 1/2" BOLT THRU POST AND (2) 1/2" DIA. X 1 -1/2" LAG SCREW TO SILL. 8. MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, WWPA): DOUG FIR NO.2 UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. TYPE A Uld X N N TYPE B SPAN /2 TYPE C TYPE D TYPE E Uld a ANDREWS ENGINEERING Span Ra Span XII. GRAVITY ANALYSIS: Prefabricated roof trusses are not included. Trusses to be designed and stamped by a engineer licensed in the state where structure is to be located. See the attached reduced framing plans for the locations of the numbered beams on the following sheets. The beam Type, (A thru H) given below beam number referes to the type of loading on the beam. See this sheet and following sheet for the free body diagram of each loading type and applicable formulas. X N 22/97 OF 1.10 1.5 Uld• Span Uldl Uld•Span2 _ 2 / J Mmax.= fvmax : P. Span Mmax • - 4 1.5• (U1d• Span Uld P Mmax := Uld.Span 2 y P. Span fvmax 2 2 Mmax Pab Span Uld.a.(b - a Ra .= \ 2/ Span 8 A fvmax 1.5P.5 A 8 4 A if a <b fvmax := 1.5•P b 1 — Span A if a >b fvmax .= 1.5•P a I Span A Mmax - .5 • Ra'` f‘max = 1.5 (Ra - Uld) Uld A • ANDREWS ENGINEERING Job No. 203147 • Project: GARAGE 10/13/03 ; By: Sandra Conklin 10 OF 16 • 1 DOUG FIR No. 2 Cd : =1.15 Cf: =1.1 TYPE A UBC TABLE 23 -I -A -1 Fb := 850•Cd•Cf 4X12 BEAM Fb = 1075.25 Fv : =75•Cd Fv =86.25 2 TYPEA A: =7.18 CHECK 7 X 18 PARALLAM 7.18 S SUPPORTS FOR FLOOR BEAMS Uld. Span = 5625 2 Span : =8.3 Tw: =4 Uld : =42•Tw +6.50+ 80 Uld =548 Mmax Uld Span2 Mmax – 4718.965 fb ;= Mmax. 12 =767.019 O.K. 8 S Span : =25 Tw : =9 Mmax :_ Uld•Span2 8 ( =1 1500 1.5•Uld• (Span 1 2 fv ._ A 1.0) Uld :=50.Tw Uld =450 Mmax = 35156.25 fb : = Mmax. 12 LOAD ON FOUNDATION S 1.5•Uld• (Span 1.331 fv := 1 2 / A A := 3.5.11.25 A =39.375 := 3.5 11.25 S S = 73.828 6 fv = 65.76 O.K. 6 A =126 S = 378 fb = 1116.071 O.K. fv = 59.839 O.K. SINCE POINT LOAD SITS ON CONTINOUS THICKENED EDGE 18" WIDE THE LOAD CAN ADEQAUTELY SPREAD OUT WITHOUT HAVING TO WIDEN THE FOOTING. ' ANDREWS ENGINEERING • Project: GARAGE By: Sandra Conklin 3 POSTS FOR FLOOR BEAMS (3) 2X6 POST TOTAL GRAVITY LOAD CONTROLS DESIGN Table 23 -I -A -1 A := 1.5.5.5 A =8.25 H := 7.5 Fc := 800 Fc =800 1.5 5.5 S . = S = 7.563 Pr :=(5625) f = A I + FcE C := Fc 2•.8 fc = 0.987 Fcl Pr = 5625 fc =681.818 psi C =1.85 less than 1 o.k. Fcl :=Fc. 6 d1 +1/2 snow +wind load combination FcE := 3.1400000 (H..12) 5.5 FcE ' C — C _ Fc .8 FcE =1568.519 Fcl = 691.121 Job No. 203147 10/13/03 11 OF 16 • V.1 • Q.17 4;\ v D 9 t' 7 t Arne: A er W.) (AP‘B it6Avin— *it A4 K- VIA rt. 121kl.} Pr e. to I.0 II ,P 411i \01 . e&5 1 — i• ( rt.A N reie. rA -I CA ( 5 2 40 HOP a. I C) Ct Akeg-A Ir:V ••• 1,:ro I /4 • • • • , ', • ' :4'14 ' ;1' iL - 3 e • MAO* •■•••■••••••% V.. 4" 4 D1 1/1 lit to \ / V.. 17 L L +-■ A *9v r m ri;e3 ' c l 4 I ' A (*../.." [;- OA I/I • / z 0 5 m z•• -1 m rn _1 v c mm -4 Z O -1 =z m -4 C r O m mm O • 0 O ' C � E m z i=� z ••rr;*xrir+i�r•�s ';. {: �...- r^:'V. z; . r.+^- r �,��; -�,w•; ?`,'T.: r .;. .nrryt^nmmef,v- ^.M.....r.>ry••r•, ;rp-•"r •Ii+..••rrrwrw *∎••••r•r•• ....rrr•.••w•w■•••••. r.•.wn•• ..r•••••••. ••w••r•w -1 ktt 5..1 .� �, .l. 11 (01 V fir;' I-1 f .. ;:d (2,! : ?'2f 1 01 -i^er ;' :=15 :; . 1 6 : • .1 -x --- I I I I I I I I I I I I I I I I� 1 24" 24" 24" 67? 4?j I: 1 L.I AI r.r'I• I iI 1, HI Rml Rml JI _...1 r•;I (( 1 ... 1 .. E 1 ,. 1 _ 1 .. ...1.,....._.- H2 H2 pL/yY1 PIAN 1 H1 I.J 1.3 H2 H2 H1:, 1.J 1,..1 I'I H1' H1' J2 J2 24" 1 try H1 J3 r /16 1 MPC UMC culcui This our cl uppro buildii by ?h, This i, carrel accept quunt vent there muter' custom tic tuull• rYtir si ucwrul thereof UMC W liab ility errors I UMC WI luudinp, system luyuut c APPPOV i C;`; t: rlii��. r.}+::)l;;: u•t>: �wi:�:: <:;Ii:rsS::i::t�� �w.r:ai,aw 1, •■■•••••••■•• 4'11 (,:.A C7rL 4 c tt 0 .v••■•••••. glkke...x.rt.11;TV V...pcs:Av- r pis I 1 roerrii 4U a et 4 4 . Ci V V; .1\1. 17,1 1 1 6, 11\\,1 IC \ \ 1 0 1 ' ' " •■••.". August 4, 2004 Charles Bratcher 13030 56 Avenue South Tukwila, WA 98168 City of Tukwila RE: Permit Application No. D03 -267 13030 56 Avenue South Dear Permit Holder: Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to 10 -04 -2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Xc: Permit File No. D03 -267 Bob Benedicto, Building Official Stefania dpencer Permit Technician Menx±ttaexamvt to. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 09 -07 -2004 CHRIS NUNNALLEE 37006 28 AV S FEDERAL WAY WA 98003 RE: Permit Application No. D03 -267 13030 56 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/04/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -267 Bob Benedicto, Building Official City of Tukwia 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 ;' ' L bblie h ealth - Seattle & King County Application for Health Dep Approval of Building; Per For houses or structures served by an on -site sewage (septic) system East Public Health Center 14350 SE Eastgate Way, Bellevue, WA 98007 (206) 296 -4932 Fax: (206) 296 -4919 Application Fee: 5210.00 NOTE* Please submit application and all support documents in triplicate ' The minimum support documents include: 1. detailed route map and directions to property 2. plot plan scaled at l " =20' or I " =30' 1 1" x 17" max. size, to include: • house footprint and any proposed changes to that footprint • location of septic tank and pump tank, drainfield and all tight sewer lines • location of reserve drainfield area (repair area) • all water lines and well sites, show 100ft radius around all well sites • location of all out buildings • location of all driveways and parking areas • , all property boundaries and easements • all streams and bodies of water 3: Floor plans of what is changing in the building 11" x 17" maximum size. Property Information Address of Property Q City 2i:.U/ Applicant's Name Applicant's Mailing Address 7Q Owner's Name Age of House Day Phone ( ) yam," Distance to nearest public sewer�.�,? U �7 Existing Square footage of house `"�,i'4 G Number of existing bedrooms . r Square footage to be added �t�ral Number of bedrooms Vein , ad.iet5 - �e( Description of proposed changes i 77/ Ale: - - Parcel No. - t117 -10k I cl Zip ail Day Phone ( 2-06 ) 7(9 '(e? C4)41/ Zip 7'_ Additions or repairs to sewage system (give dates and describe briefly) Describe � any drainfield easements, covenants or notices on title, which may impact the property • tip ep Water Supply.Information ' Public water system (water supply with 2 of more connections) , Private (well, spring, etc.) attach copies of well log, well covenants, chemical/bacteriological sample reports. • • ❑ Rele .ed I Vials For Health Departinen U:e Only Approved 0 Date .By: Disapproved Date B 0 Mold . ()Mc . By: Comments /Conditions: llealt It Dept. Use. Only - For EWES use Only Date Received Tracking No. Permit Tech HD Fee Collected: Yes No Guide Page/Loc. Health Department Record I.D. Number ON 62Zi�i ° Date • P ERMIT 2003 Date Received ECEIVE AUG 0 It 2003 SJGATE PUBLIC HEALTH Any pcnon 'aggrieved by any decision or final order of the !lealdt Otticu may file a written application for appeal to the health Office' within 60 calendar . days of the date of dtc above decision. (title 13, K.C.B.O.tt Chapter 13.12 —Sewage Review Conunittcc). CORRECTION •Z47 Building Permit Application 7!00 version 5, Rev 8(22/00 Rev 9(1 S /00 1 1,.0-3 L • TR # File: D03 -0267 35mm Drawing #1 WaJkf::ivFXiN} z Z pW J U. 0 CO CO 111 1 WO gQ I 1— W Z� I— O ZF-- Lij U� co O 0H WW U —O ..Z UN H � O Z September 17, 2003 Chris Nunnallee 37006 28 Avenue South Federal Way, WA 98003 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -267 Bratcher Residence —13030 56 Avenue South Dear Chris: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Planning and Fire Department has no comments. Please address the attached 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /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 (206) 433 -7165. Stefania Spencer Permit Technician encl xc: File No. D03 -267 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ..�'.IL1.I:iJli ACTIVITY NUMBER: D03 -267 DATE: 10 -28 -03 PROJECT NAME: BRATCHER RESIDENCE SITE ADDRESS: 13030 56 AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # I _Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENTS' I Building Division Public Works I �, &)(, it _ 0,0 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -04 -03 Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -02 -03 Approved ❑ Approved with Conditions Z Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: Documents /routing slip.doc 2.28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention PERMIT COORD COPY Planning Division Not Applicable ❑ DATE: ACTIVITY NUMBER: D03 -267 DATE: 10 -23 -03 PROJECT NAME: BRATCHER RESIDENCE SITE ADDRESS: 13030 56 AV SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS: BuildinNivision Public Works Complete ❑ 4 / -m - APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 PERMIT COORD CO- r PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 10 -28 -03 A'r Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: / ri'v3 LETTER OF COMPLETENESS MAILED: 9/S Departments determined incomplete: Bldg [I Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -25 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -267 DATE: 08 -28 -03 PROJECT NAME: BRATCHER RESIDENCE - GARAGE ADDITION SITE ADDRESS: 13030 56 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _ Revision # after permit Is Issued DEPA TM • t).03 5'z 9 Bui in Di ision Fire Prevention Pu II�i�V s ( A L I Q � 8 � Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Corn piete Incomplete El Pl Division Permit Coordinator ly e DUE DATE: 09 -02 -03 Not Applicable El Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO tJTING: Please Route , L ; ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY DUE DATE: 09 -30 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) fie Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ Staff Initials: S :...:.: • .' .' 11 ..6 n WV4MAYa n 0cs...; Date: W-2 Project Name: Project Address: Contact Person Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner BRATCHER RESIDENCE 13030 56 AV S Chris Nunnallee Summary of Revision: !11L _...I■ .. $ r✓l- • -- - 4 ' PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:S o -Z3 -o 3 Plan Check/Permit Number: D03-267 Phone Number MECENE® CRr OF TUKWILA OCT 2 3 2003 09/17/03 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING CITY OF i KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. d A (74 AKilC7-1.a , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction irk. AFFCONT 1/13/00 -to% II • 0 NOTARY N � e • U •-•- ▪ P UBLIC ,' N � ▪ , • 6 ' 0 �� 16 �r PLICANT Signed and sworn to before me this Zoo day of No vember C262,6 My commission expires: 6' 16 ' 04 H -4 , 20 0-3 . NOTARY PUBLIC in and for the State of Washington, residing at kir)/ County. Name as commissioned: A I; c e. A. Deal 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. JYr•'r`a; rrrLCl4i{�5 • a a r` ' 13 v rts 3 Q * ,9 16r% .ft- tevi • -s r . es.-r — — . E 100 GA.S POIAG 1 "a0t3PAG oMs0.4 • `t +i 1 '\ ��t .• r k r / frt ' 4 r= • �I i' f • c , f I N I understand that the Rai Check approvals - subject to errors and � �� ,. �F� o� als �, 2nd orniss :ors and approval of plans does not authc; ize the violation adopted code of and ado p or ordinance. Receipt of con- tractors copy of approved plans acknowledged. ed. Atb. By Date Permit No. • FILE COPY —' • . Y • • • .•••∎ - M....•• .. •∎•.1. * ••..r_.r y.•k...••••_ ••• • T !• T • I • °I* 1)041:24 . 7 • r ? � ,''• � been [ e_vickved by the Public 1 �r = , vith ! -� c lrrent ..! ri t,,, )1ictst C+) err =ors and � � 1ticrl. of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 11-1 - 5— its 3 CORRECTION ANDREWS ENGINEERING HAS ADDED THE LATERAL AND GRAVITY ENGINEERiNG REQUIREMENTS FOR lAe4:04 * TO THE ATTAHEDPAGES 1 t N RO 8 THE SHEET(S) CONTAIN THE REMAINING ENGINEERING REQUIREMENTS. THIS BONERS THE ENGINEERING REQUIREMENTS. SINCE ANDREWS ENGINEERING DID NOT DRAW SHEETS L flRO THEY CAN NOT liE STAMPED. THE CALCULATIONS ARE PROVIDED IN SEPARATE S'II2X STAMPED BOOKLETS. Tukwila - P K esign group way. 11111sallairaw Gahmr k ! ARP - _ IOW - ViErliErn. �- ' tcT 2 3 2003 ammo Nealb0.0010% M .4 1 . 6 1 O 7";% (1 . vv. I n/A N 16' r _BA I N G t! �� ?• i:: �-' `• •. r I `; L.t f 7 -AR? ?FF L Ili M s SHEAR WALL DESIGNATION. CIRCLED NUMBER MATCHES oN SHEAR WALL SCHEDULE ON SHEET SLASH Macs INDICATE OF Na.000WNR .+.Y.�_ • +.ammo• &... ......mr ............, ......�..�.�. —.... --. ..... v • • 1' - •_ - a ro.:Atd I 0 A rre. A V rC e 1 r Ac: . 1 ' r (4:1s:: ..��1 � r L A L. ?c/ o ` L. c rx ' •(behc4 ANDREWS ENGINEERING HAS ADDED THE LATERAL AND GR REQL FOR 4 APA4F TO THE ATTAH PAG I tHRU 8 TIE ATT sTmp mm COVER{� BONE� REGUIRRENTS.NpM e•t D NOT DRAW IW$ 1 o2 THEY C& NOT WE STAMPED. TIE cLcILATIots A P N IMATE OM X 11 STAMPED BOOKLETS. A40 (A4 e h Jc etIk 'A4 e- 13 t-/knore 140 LOW / fie7 fir. +r..I.... . • .. ..M.O.M.MY- • • •.. V r.•..• -. .. r .. y..l.F.� �+i/.�.�.1�rw�- .� _ .M.+ . - -. io 11 p i sr l A A1"Vtt 6 CoNovivrq ( a , __•..�... s.... -. worm mm• •••......+Y...«.._ ._.•••.._._.. .. pe,AK.5 de5 rou Mrkw.•as,s- /C• - Ria Lervr c.AL-0‘ .1 /4 Tukwila RECEI CITY OF r s►cww L► OCT 2 3 2G03 PERIATtEN amells 3tIE E T s STRUCTURAL NOTES: PROVIDE ROOF SHEATHING ON ROOF FRAMING AND BELOW ALL OVERFRAMING. NAIL INIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. NSTALL HURRICANE CLIPS AT EVERY TRUSS SUPPORT. CONNECT BOT CHORD OF THIS TRUSS TO TOP PLATES OF WALL BELOW THIS LINE WITH A35 CLIPS AT 48" O.C. CONNECT ROOF SHTG TO TOP CHORD OF THIS TRUSS WITH 8d @ 6" O.C. ONNECT GARAGE DOOR HEADER TO ADJACENT TOP PLATES WITH SIMPSON LSTA36 TRAPS. Shear Sheathing Wall (See Ftnt 1) Lo. O t k'. C7' Panel Edge Nailing 7/16" OSB or 15132" 8d Qt 4" o.0 PLWD BOTH SIDES FOOTNOTES TO SHEAR WALL SCHEDULE: 1 / LJ Wire) aRA1N SHEAR WALL SCHEDULE r /./ - 0 1 1 T (31 ALL HARDVVARE SHALL BE SIMPSON BRAND OR EQUAL 1 — „ A L. " I 0" ( M (f) r A Holdowns @ ea. End Sole Plate Nailing (See Ftnts. 3) Anchor Bolt Spacing (See Ftnt. 2) IMPVINO HD6A 'w ( 1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15x132" CDX PLWD, OR 7/1T OSB APA RATED SHEATHING OR APA RATED PANEL SHEATHING RATED FOR STUD SPACING USED. MINIMUM PANEL EDGE NAILING OF 6d (� 6" O.C. NAILING 12" IN FIELD. (2). MINIMUM 1/2" DIA A.B.S 0 4' O.C. U.N.O.ON SCHEDULE. MIN 2 ANCHOR BOLT PER WALL 12. FROM ENDS. PROVIDE 2" X 2" X 3116" SQUARE WASHERS ON ALL. ANCHOR BOLTS. 1 1 i 1 ~ ti • 34> CONNECT RIM JOIST TO TOP PLATES OF WALL BELOW WITH SIMPSON A35 C� 48" O.C. ONNECT BEAM TO SUPPORT POSTS WITH 2X4 X 24" LONG BOTH SIDES AND NAIL WITH (6) 16d NAILS TO BEAM AND POST. Applicable Detail(s) ST H D 14 STRAP A. B. @ q' -9" o. c. SEE DET S11 OR 513 OR CONNECT POST TO SILL PLATE WITH SIMPSON A24 CLIP (2) SIDES AND 1/2" BOLT THRU POST AND (2) 1/2" DIA. X 1 -1/2" LAG SCREW TO SILL. INIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, WPA): DOUG FIR NO. 2 UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. 1 1 r> ..r. r.r..F•••••r• ---. .. . ....... •• . r,.. • • ... w rr.r.g.. . - .+ ALL HEAERS lip BE4X8DF#2 UNLESS NOTED OTHERW! SE — .••.p.w.•■••.•...=1.. w.•••r tl ‘sz ANDREWS ENGINEERING HAS ADDED THE LATERAL AND GRAVITY ENGINEERING REQUIREMENTS FOR 4/laiti4g TO THE ATTAQ p 8 TIE AT1A*I $TANP $ MEM CONTAIN DE REMAINING ENGINEERING REQUIREMENTS. THIS COVERS 11E BIGUEE 11B11S. $IlcE AIORESS BICIRIEMINS MD NOT' DRAW SHEETS IPI) IIEYCMNOT ME $Tm 71E CMcILATIONS ARE FRONDED N SMATE 114a x 11 STAMPED DOOILET5. V 64 v 1_01+ 111111..1=111M. • � C A S ' " ; • f i c0f I .A , I -l't' 0 a* • t t • 4 ." !� 41 \.• L_ . a y IRuSy�ti �4 , a)z i tAYOL)r p l#k, I I 1I 11 I1 I1 ..ask i ..n„w.. s.ba. Caw * - Tukwila desk:n a rou fi : SHEAR WALL DESIGNATION. CIRCLED NUMBER MATCHES NUMBER ON SHEAR WALL SCHEDULE ON SHEET 3 SLASH MARKS INtlICATF LOCATIONS OF HOLDOOWNS. rm ,4 nl.► Plot ID Length Product A complete TJ -Xpert framing pion includes the Trus Joist Builder's Guide or Pocket Guide Unit N of Net Qty Plies Qty ��. .... ... ..,•,,.,�� .fir 7 1 7 Shl 4' x 0' 23/32 ", 3/4" Weyce Edge Gold (24" Span Rating) 25 1 25 Rm1 17' 6" 1 1/4" x 11 7/6" 1.3E TlmbsrStrond LSI. 24" ji 24 " ' ACCESSORIES LIST it r I 1, a:4 *It • • 1 • 11 1" ;1 i• J 1 .1 1 r „1 - • 1 H1 , 1 1. I r;`1 l • ti� 1 , • • R m l - -.• _; } ... J1 11 i •Rml t1 4.� 1; Plot ID Qty Product Lobel 141 44 IVT211 H2 4 IVT11 1 HANGER LIST - Simpson Strong - Tis Company, 1• Itoo L. r 1 4)&Y2- ANORE ENGINEERING HAS AWED THE LATERAL AND GRAVITY ENGI4EERII REQUIREMENTS FOR 60%14w,B TO THE ATTACK PAGES 1 IHR) B Ti E ATTACHED STANP $ SHEETO) 11. �flE BI NICE ANDREWS BIOUE6W0 OM NOR ORAW $T$ 1 t ifia8 T1€Y CAN 110T BE $TAMPED. TIE CLA1IONIAIIE PRED N SEPARATE 11-1/2 X 11 STAMPED BOOKLETS. H2 H2 tjpP L.R. - P iR mu PtJ3 v Top Nails Face Nails Member Nails Notes H1 '4 Lr • • t 1.12 H2 I. JI 1. .1 H1 1 10 -N10 2 -N10 104410 2 -N10 • 24" As 1.0'4" HI HI HI' J2 J2 r w... .6.0,0.0 mreitoil Oahe peal eons - r~o Plot ID Length Product J1 13' J2 12' J3 7' MI 7' M2 25' IMPORTANT - PLEASE READ Tukwila - P,A 4ejgn grou JOIST AND BEAM LIST 11 7 /11" TJI/Pro-150 joist 11 7/B" TJI/Pro -160 joist 11 7/1" TJI/Pro-160 joist 1 3/4" it 11 7 /S" 1.5E Tltnbsrbtraid LSL 7" x 1 a" 2.0E Parallam PSI NOTE FROM OPERATOR bMC WEST provides layout drawings and member tokulotior►s of the documented input only. This is s non tnginssrinq service provided to our customers. These drawings have not been approved by a registered engineer or lucul building official and will require approval by the customer. This information ion is in accordluics with current Trus Joist' materials and cols accepted design values. All dimensions. grwntitiss. bearings. and pvducts must be vsnf isd by the customer prior to shipment. there a slay be o variance in the amount of material necessary to complete the .tub. The customer will be charmed for all materials actually or dared acid delivered to the jib. Nu Ire nrs sentatwn is made ‘64 wring the u«urocy of the estimate Geld any reliance thereon by the customer *hull not obligate *MC WEST m any way or create any claim for liability. 11MC WEST is not responsible fur errors or Gnomons a the estimate. dMC WEST doss not guarantee the dimensions. Ivi dieiq, ur designing of this floor/rout system or its members. Please check your layout carefully- APPROVED Dr C;F i y\KytL• e A 4 3 _: DATE: s STIIIICIURAL FLAG gOTC A NOTE tiEET MEL Unit •' of Not Qty Qty 12 1 12 12 1 12 10 1 10 2 1 2 2 1 2 RECEIVED AUG 2 214)03 PERT CENTER 42i TiXp ert. CREATED BY SMCIMaat 1720 Castro! Avs S. Aim. WA 90032 211$3- 054 -5O0M1 FAX: 253- 012164O Oatetusr: P. s Job: frames Tr4r41'1r40: T31202 Ma; 12014er s `Jams to COMMENTS Pile Name : 1202 -Garage 181124. JOB Level Name: Upper Floor Plot Date: 12/13/2002 14:07 Design Date: 12/3/2002 14:08 Drawing Scale: 1/4" • 1' Job Status: Foum dot Ion.... Foundat ion Upper Floor... Plotted 12/3/2002 14:08 Roof Selected 12/3/2002 14:08 Design Methodology: A50 Floor Area Lirlidino Is: 40 psf Live Lood 12 psf Dsod Lood Maximum Joist Deflection: 1/480 Live Lood L/240 Total Lood TJ -Pro Rating Information: Weighted AVIV ogs : 56 Lowest Rating: 61 Highest Rating: 66 Glued i Nailed Decking is Required Direct Applied Calling of a /8" Gypsum Is d A Floor Decking: 23/32". 3/4" Wsyco Edge Gold (24" Span Rating) Normal O.C. Spacing • 24 "w Default Wall / Beam Width: 8.5 " TJ -Xpert 6.17 (#661) 0 C6.17 06.17 S6.17 P6.17 %Inless noted otherwise NOTE: Level design tunes Indicated above Provide aswrangs for proper level stacking. Upper levels out have sorer design times. NOTE: Information has been imported frown: On: LEVEL NOTES SYMSOi0 LEGEND TJI Joist Type AoctMyulr Adduct Type bearing WW1 Isom Fionyar Type How dymbvl ►orollol CisawTi11CMlILA Point Lead Lite Wed OCT 2 3 2 A m la" peiegrceaER a,.r came WWI l5.. Wader's &rb or Pocket (wide) Zola Lama SEMI TRUS JOIST FOR THE TJ•XPERT WARRANTY SEE BUILDER'S WIDE OR POCKET GUIDE Preliminary Layvut for Review and Approval . k ALL HEADERS 'Yu BE4X8DF#2 JNLESS NOTED rir■cRlMl. ^F 1 25 -0 - BMC West Corporation 9721 -- 40th Ave SW Tacoma, WA 98499 Telephone: 253.582. r 444 Fax: 253388.4535 () O 1 C l ()i 0 CJ 1 C:I C) 1 Name: Address: Telephone: 01", Zoi ♦J a - .0 leaks design 25 Job: ANDREWS ENGINEERING HAS ADDED THE LATERAL AND GRAVITY ENGINEERING REQUIREMENTS FOR 4APA ATTACHED PAGES l � TO THE SHEET(S) CONTAIN THE REMMNING ThE REQUIREME MS NTS. THE ENGINEERING itEg1JIREMENTg. SINCE ANDREWS ENGINEERING DID NOT DRAW SHEETS i?H1V$ JoilEY-CAN BE STAMPED. 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THIS COVERS THE ENGINEERING REQUIREMENTS. SINCE ANDREWS DID NOT DRAW SHEETS I 7V' THEY CAN NOT BE STAMPED. THE CALCULATIONS ARE PROVIDED IN SEPARATE 8-1/2 X 11 STAMPED BOOKLETS. REcevED OCT 2 3 203 SHEET i a N i t LNERAI_ L;OUL: . uNIFOKm 131JIl.DINC) COVE KEQuIF:F.Mr:N fs AKE TO t3E: FOLLOWED. 1997 tTUITION Aril) At I Atli .WANT. (:OL)f :s; ANI.) AU FI'IOKI ['Ff.') I InvINO JLWISOICIION. L UIL.PING CONSTRUCTION ION iYF'E: VN f)f:ISMIC /ONE: :', OCc ;ur'AN(;Y GK OUP: K -3 WINE) SF'F :r :D: "IRE ZONE :S EXPO'. L1K1: No L 2 j Posr I CONTRACTOR SHA1.1. VERIFY ALI. NOTES, DIMENSIONS & CONDITIONS f KIOF: TO CONS fKUL I ION 6. PROVIDE *TEMP OKAKY L RACING AS REQUIRED UNTIL. AI.I. PERMANENT CONNECTIONS HAVE L3EE N INSTALLED. I T IS II II CON fKAG1OK'S KE sr'ONSI13I1.I1Y 1 IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY AKE NOTED. UIMI:NSIOW EAKE I'KI :CID NT OVER SCALE!) DRAWINGS. • ( .\E;PENTE Y GENERAL . ALL FRAMING TO COMPLY WI1H UDC CI-IAPI LK 23. NAIL. SIZES AND SF G TO CONFOKM I() U05 (.)ITC I 10t r :511 . :'1. 1/ t5t.1; r:', 1 U /\r:V SECTION 2311.6. 1301.15 AND 011 1FR FAS rr;F :Kf. fc) CQNF fO f21-"C, HON ?: '511 • ALI. WOOF IN CONTACT r WITH CONCRETE TO t5E PRESSURE •flEATE:r). rITTu. v SITE WORK aNFRAI. UNLESS A SOIL INVE :STIGATION IJY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNUAI ION DESIGN IS I5ASE P ON AN Af),IJMI U AVERAGE SOLI. BEARING OF ZOO) PSF, EXTF KIOR FOOTINGS SHALL DEAR 1'6"(tti1INIMUM) 151:1.OW FINISHED GRADE. AI.I. I ()OfINGS I() t3EAK FIRM uNr)ISTURDED EARTH DE LOW C)kGANIC SURFACE 5011.5. IMO: FILL TO (SIT TI IOF:OUGHI.Y COMPAC1 r :I.. I-OUNPA I ION VI:N rS SHALL. NOT INTERFERE WITH DIRECT LOAD r'ATI I OF COLUMNS. CONCRETE NFKAL (:LASS AND USE FC A. FOOTINGS AND FOUNDATIONS 2500 D. 51 ADS ON GRADE 2500 1. AIR E NTKAINJNG AGENT (3Y TO 67.) TO 13E USED IN ALL CONCRETE: FLAT WORK EXPOSE() TO WEAfI II :K. • 2. POSSOI.II I I :5OO SERIES (4 OZ. PER 100# OF CEMENT) TO LSE USED IN ALL cOt JcKE r1:. :3. MIX MAY I5E_ DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SIT(; PION 1 01- nil: LJ13C. 4. WATER ••- CEMENT RATIO PER U13C TA[31.E 19-A -5. KEINI-OKCING STEE1. ASTM A615 GRADE 40, REINFORCING STEEL L)E1AI1.5 SHAL1. LSE: t'f <F f'Ai U I3Y /q1 EXPERIENCE V A1'PROVEL) VE IAILEK AND CONFORM STANDARD PRACTICE OUTLINED IN ACI RE VOK f 315. CO is)VEF.; OF f�I��NrOKCII (j CONCRETE CAST AGAIWW ANU PERMANENTLY F XPO1Et) 10 EARTH I-I 1 1/2" CONC ;KF.TE EXI'c)SI: V IC) FAK fl -I OR WEATHER 1 1/2" TEAMS AND COLUMNS NO f EXPOSED fO EAK1'I I OK ; ".'i:r \I III :F: 3/4" SLAB(' AND WALLS NOT EXPOSED 10 EARTH OK WE :Ai HER LAP COLUMN VERTICALS. CLASS "A" CONCRETE ANT.) MASONRY COLUMN AND WALL VERTICAL :.") :'52 I)IAME1 I :Ks. 1.A1' AI.I. O t i LER KF:INFORCINO 24 DIAMETERS, SPLICE° AT 1 EN!)lON REGIONS SHALL N(J I Is}: I'L KMI 6" MIN. CLEARANCE I F1WEEN WOOF) AND EARTH. LUML5IiK E I :ENGTH (UNITS IN PSI) STUDS HEMS - HR i':3 STUD GRAPE BEAMS, HEADERS, LIN Gll.f)Egs:.") IX)UJG - I it? MICRO - I.AM POlK) - 1-IK I-AK(:H (.41- - V4) LOADING I.00R lb F'SI- [DEAD LOAD 1C) [4- PEAL) LOAD -a SLUMP :S - F)S MINIMUM 3 - Liar F V "() l',► f"), I I : "I t(, - 1) 40 f'(,i t .'.'l: I OM) 500 6'15 1000 I,lOU.(J.)(.7 1,200,000 1,200,000 • j (Jt) ? DOLT HEAEX. AND NU15 BEARING AGAINST WOOD TO DE PR , VIDED WITH F cu r ,' ASP !EK MK.)OU LE=AVING ON UK tI N! ;,1 I I TIN � OF MASONRY OK CONCRETE TO (3E TREATED Wall AN APPROVED PRESERVATIVE. S(;!.!D I5LOCIC,ING OF NOT LESS THAN 2X it I?CKNE'J _ SHALL. DE PKOV L)1 () Al ENDS AND AT Al I. btil'F'0KT OF JOISTS ANU RAF1ER5. ljl : 1'.1,1=1 :0 ')llr'i'l7hIC, PgOVIVEU Al F :PPS AND AT AU. .)UPPOKT t .JUI5I AND KAF-TER5, J01515. 10'-0" FOR KCX)I- J015TS. TYPICAI. Stf.l. I :(r1 Tf 1() tiE: 1:2" DIAMETER Al 6"-0" 0.0 MINIMUM r EMBEUE.U. AI.I. ME 1AI. FRAMING ANCI I0 , AM) HANGERS Si IO N ON P AWlNU; 1,t II!! ; t:i 11'�;;�;C� 11E. GUNNEL 1()f :) A!, MANUFACTURED by Sil.1PL,ON COMPANY OK A1'r'1cCNED EQUAL._ 0 L!(, L .' 'At" gat IA1,I I,f: 1)1 11(.r;I L) I5Y A K.I.(ilL.'I EKED WASHINGTON STATE F:NGINI:f -:K ANU FAOKICA1 ED FROM ONLY THEE. : PI .IItIN(�. I kU >`•� `.) IO t% I: rl'I S IA ISY h MA , I IUI AC,'TUkf:K OK DY A QUALITY CONTROL AGENCY SUCH AS . II IF: WASIIING1ON STAl L TRUSS V I At5i1CA1( KS COUNCIL KUOF 1 IU;S PLSICN SHALL DF•: SUI3MITTED FOR APPROVAL. PRIOR TO FAt3KICAT10N. NOt1I51:AK!rik5 WAI 1.t. fig I.I.I. I)I: HELD AWAY PROM THE TRUSS DOTTOM CHORD WITH AN APPROVED FASTNEK (SUCH AS SIMP ON SIC I:t��)l1KI -. I � IAI I I IF: I KU'dt. IS0 I IOM CI IOKI) WILL NOT DEAR ON THE WALL. ) 10 AF'f'KOv1:U I1ANGLK 5I tA1.1. DI' USED AT Al.l. CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. Al 1. F'001 I KLJ J I t*/ IAI I tsl: I KAMF U AND I II:U INTO THE FRAME WORK AND SUPPORTING WALLS 50 AS TO FORM AN INTEGRAL. I A�, F' Ot I HI: : oo IUs 1: IStJIt t)Ir Ju KOUI I kU:.h1 :S 4.►I IAI 1. 15E USED TO BRACE ALI. TRUSSES, IKUY4:f, tAt t 01: (11 !)IC)tJEU FOR UNIFORM LOADING AS FOLLOW5: IUI' t I()RV 35 P51- OF TRIt3UTAKY AREA 15011(4.i G I rUF:U 7 PEF OF TRIL UTARY AREA - • -. .-•r.w INFILTRATION CONTROL 1. F.XTEKIOR JOINTS AKOUr :NU it -OWS /NI ID P00K I KAMES, OPENINGS [5iIVNFEN WALLS AND FOUNDATIONS, DE IWEEN WALLS NO K00F At I'ANEI.S, OPENINGS AT PENETRATIONS OF fITII.IlY SERVICES THROUGH WALLS, f LOOP: ANC) ROOFS, AND AI I ()II II K ',ti( I I U1'I :tlll4) :) it II IE DUII.UING ENVE1.UrE, INCLUDING ACCF5S PANELS INTO UNHEATED SPACES, SI DE SEALED. CAULKED, (,,' !EP Ui•: ►'.1 :A1 MIX TO LIMIT AIR LEAKAGE. 2. A1.I. 1 :x I I:Kik U(.X)K!.-, V I t IFK I l IAN FIRE - RATED DOORS, SHALL DE DESIGNED ID LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED N0')i L ILTS. DOORS E IWE EN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE-RATED" AND MUST MEET 111E : At3UVE KEOULKEME NT. 3. ALL EX•I WINDOWS SHALL ESE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL DE SUU►5•rANTIATEU LW TESTING TO STANDARD ASTM E 283 -73. SITE -BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT ME f FROM TES LING [3LJT SHALL ESE WETHER- STRIPPE:.D, CAULKED. AND MADE TIGHTLY FITTING. 4. KECFSSEU LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. Secretary. 502.4.4. VAPOR 13ARRIERS/ GROUND COVERS AN APPROVE() ¥A['OK t5AKFU.F:. ALL L' I: rROrEKLY INSTALLED IN ROOF DECKS. IN ENCLOSED RAF1ER SPACES FORMED WHERE LEII Irlo5 AKI AI'i'I.ICU DIREC 11.Y 10 THE. UNDERSIDE OR ROOF= RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED bATTS WITH A PERM VAN, I 1 :55 rI IA1I Ut;l: I.IAY (51 INSTALLED IF THE VAPOR DARKER 15 TO THE WARM SIDE. STAPLES AVE PLACED NOT MORE THAN 6 It;Ct 11 -f, Oti CFfITFK ANL) GAP'S tiF 1WEFII THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A e&K(JUWA.) CL,'1 :K 01 Ci Lill (0.000 ") Di ACK POLYETHYLENE OR EQUIYELENT, SHALL DE-: LAO OYER THE: GROUND IN ALL CRAWL SPACES. I I II . ( h:01 V t.0vI -K `.;4 TAI t 13E: OVEKLA1' -EL) ONE FOOT AT EACH JOINT AND SHALL EXEENU TO THE FOUNDATION WAIL. I t tE t:I_ I I F:1 :1. ', L:tt I ILATIN(:i AKEA FOR ATTIC VENTILATION MAY ESE 1ISOO OF THE VENTILATED SPACE, PROVIDED A VAPOR KL IAKULK I IRS Ir.(, A I'I :i' t,l KATIr1G NOT EXCEEDING 115 INSTALLED ON THE WARM 519E OF THE INSULATION. AC. U 10 IA/ I F; t)EI: w.'if :.C. Tt3l.. 6-.1 FOR PRESCRIPTIVE REQUIRE:J/1E11Tb FOR FIEC. KESISI. HAT. (iI.AZINCi SUMMARY FOR EXERCISED OPTION. 1. MINIMUM KEQUIKEMENT5 FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROI'OSI:G) DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 19%, IT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 2V/. GLAZING OPTION (OK HIGI•II:K). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE, MAY CALCULATE COMPLIANCE tiY CHAPTERS 4 OK 5 OF THIS CODE. 2. KI :()UIKEMF:NT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV UF.NO rF :td ADVANCED I :U CEILING. 3. REQUIREMENT APP1.ICADLE ONLY TO SINGLE RAFTER OK JOIST VAULTED CEILINGS. 4. ISEt.UW GRADE VAULTS SHALL BE INSULATED EITHER ON THE EXTERIOR T O A MINIMUM LEVEL. OF R -1O, OR ON rl HE IN I f() I I IF SAME LEVEL AS WALLS AC3OVE GRADE EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL. DE A WA[EK KESIS IAN! MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS, SEE SECTION 6022. 5. FLOORS OVER CRAM. SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED 5LA13 PERIMETER INSULATION SHALL DE WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS, SEE SECTION 602.4. 7. THE FOLLOWING OPTIONS SHALL BE APPLICABLE TO BUILDING5 THAN THREE STORIES, 0.30 MAXIMUM FOk GLAZING AREAS OF 2S7. OR LESS, 0.45 MAXIMUM FOR GLAZING AREAS OF 30''6 OR LESS. b. THIS WALL INSULATION REQUIREMENT DENOTES R -19 WALL CAVITY INSULATION PLUS R -5 FOAM SHEATHING. 9. MINIMUM HVAC EQUIPMENT EFFICIENCY REQUIREMENT. 'LOW DENO rE 5 AN AFUE OF 0.74. 'MED' DENOTES AN AFUE OF 0.7b. 'HIGH' • DENOTES AN AFUE OF O.85. MINIMUM HVAC EQUIPMENT EFFICIENCY REQUIREMENT FOR HEAT PUMPS. 'LOW DENOTES AN I OF 6.35. 'MEU' DENOTES AN 1•ISPF OF 6.8. 'HIGH' AN HSPF OF 7.7. WAlER AND GROUND SOURCE HEAT PUMPS SHALL DE CONSIDERED AS MEDIUM EFFICIENCY AND HAVE A MINIMUM COP AS REQUIRED IN TALE 5 -7. 10. DOORS, INCLUDING ALL FIRE DOORS, SHALL DE ASSIGNED DEFAULT U- FACTORS FROM TABLE 1O - 6C OK 10.6D, 11. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL. GLAZING AREA (COMDINED VERTICAL. & OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL 13E LESS THAN OR EQUAL. TO THAT VALUE. OVERHEAD GLAZING WITH U-FACTOK OF ULO.40 UK LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. 12. OVERHEAD GLAZING SHALL HAVE U-FACfORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 302.1. '6. • POORS WINDOWS ( • '► ENERAL DO ORS 1'0 THE EXTERIOR SHALL HAVE MAX 8" STEP TO MIN. 36" DEEP LANDING. ALL GALZING TO OE PER W.S.E.C. TAME 6 -2 UNI.1:55 N OTED) OTHERWISE. ALL SKYLIGHTS AND SKY WALLS TO ESE LAMINATED GLASS UNLESS NOTED OTHERWI SE. FACTORY MILT WINDOWS TO DE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.3 CFM PER LINEAL FOOT OF OPERAt,,... iASU PERIMETER AS TESTED BY STANDARD ASTM E 283.73. SITE BUILT AND MILL WORK SHOP t3UILT WOODEN SASH ARE EXEMPT F ROM INFILTRATION CRITERIA ADOVE, DUT MUST DE MADE TIGHTLY FITTING ANU WEATHER STRIPPED OK CAULKED. SLIDING GLASS DOORS TO r'E:KMIT MAXIMUM INFILTRATION OF 0.3 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. :EE PLANS r' - MAXIMUM GLAZING AREA - GLAZING MFG. AND MODEL NUME3ER5 - WEIGHTED UA CALCULATION FOR SUDSTANDARU GLAZING SA1= E - IY GLAZING LOCATIONS AS PER UDC SECTION 2406 -4 1. INGRESS AND EGRESS DOORS r. SLIDING GLASS LOOKS, SWINGING GLASS DOORS 6. .5I AND L ATHTUb ENCLOSURES 4. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VEKTICAL EDGE OF A DOOR IN 11 - IE CLOSED P LESS THAN 60" ABOVE THE WALKING SURFACE PORTION t3U'fTOM EDGE I� 5. GLAZING GREATER THAN 9 S.F. LESS THAN 18" ABOVE FINISHED FLOOR 6- GLAZING IN GUARDRAILS ANDREWS ENGINEERING HAS ADDED THE LATERAL AND GRAVITY ENGINEERING REQUIREMENTS FOR E TO THE ATTACHED PAGES 1 To go 8 THE ATTACHED STAMPED S SHEET(S) CONTAIN THE REMAINING ENGINEERING REQUIREMENTS. THIS COVERS THE ENGINEERING REQUIREMENTS. SINCE ANDREWS ENGINEERING DID NOT DRAW SHEETS Id flQi) THEY CAN NOT BE STAMPED. THE CALCULATIONS ARE PROVIDED IN SEPARATE 8412 X 11 STAMPED BOOKLETS. OCT • -regarrame Tukwila P • clesi#n rou MoiR ofterassikom 9031::4 c p ` r- « CITY OF Tt KM_ A GENEM, ET DOCUMENTS REQUIRES THAT THE FRAMING PROPER EXECUTION OF THE ENCLOSED S SHEET AND CONCRETE CONTRACTOR STUDY THE DOCUMENTS PRIOR TO PURCHASING MATERIAL S AND INCORPORATE THE ENCLOSED REQUIREMENTS DURING, NOT AFTER, CONSTRUCTION. CONTACT ANDREWS ENGINEERING IF THERE ARE ANY QUESTIONS ABOUT THE DOCUMENTS. DO NOT POUR CONCRETE PRIOR TO FOUNDATION INSPECTION BY LOCAL BUILDING INSPECTOR. DO NOT COVER WALL SHEATHING PRIOR TO FRAMING INSPECTION BY LOCAL BUILDING INSPECTOR. USING THESE STRUCTURAL DOCUPMIENT% (kJ?' 45g. S DOCUMENT SHEETS ARE TO BE USED IN CONJUNCTION WITH THE M THESE LANS. THE ENG NEE • I RED' OPTION HAS BEEN USED INSTEAD OF THE 'PERSCRIPTIVE METHOD TO CREATE A LA TERAL FORCE RESISTANT SYSTEM IN CONFORMANCE WITH CURRENT BUILDING CODE REQUIREMENTS. THUS " PERSCRIPTIVE METHOD' REQUIREMENTS DO NOT APPLY. ALL • METHODS AND WORKMANSHIP SHALL BE PER THE UNIFORM BUILDING CODE 1997 EDITION WOOD AND CONCRETE CHAPTERS AS AMENDED AND ADOPTED BY THE LOCAL JURISDICTION. SHEAR WALL REQUIREMENTS - SHEAR WALL SCHEDULE CIRCLED NUMBERS NOTE THE CIRCLED NUMBERS ON THE ATTACHED FLOOR PLAN(S)•. THESE C CORRESPOND TO THE CIRCLED NUMBERS ON THE SHEAR WALL SCHEDULE.. THE REQUIREMENTS FOR EACH SHEAR WALL ARE INDICATED IN THE COLUMNS NEXT TO THE CIRCLED NUMBER ON THE SHEAR WALL SCHEDULE.. THE INFORMATION PROVIDED INCLUDES REQUIRED WALL SHEATHING, WALL SHEATHING PANEL EDGE NAILING, ANCHOR BOLT AND OR SOLE FOR PLATE NAILING, HOLDOWN TYPE AT WALL EDGES, AND THE APPLICABLE DETAIL Fa THAT WALL THE DETAILS ARE INCLUDED IN THESE S SHEETS. EACH DETAIL ILLUSTRATES THE ITEMS IN THE S HEAR WALL SCHEDULE. THE SLASH MARKS AT THE ENDS OF THE SHEAR WALLS ON THE REDUCED ARCHITECTURAL FLOOR PLANS REPRESENT THE HOLDOWN LOCATIONS. ADDING UP THE NUMBER OF SLASH MARKS WILL GAVE THE TOTAL NUMBER OF HOLDOWNS REQUIRED. FRAMING REQUIREMENTS - STRUCTURAL NOTES, FRAMING REQUIREMENTS IN ADDITION TO THE SHEAR WALL REQUIREMENTS AND MINIMUM F PER CODE, IT IS NECESSARY TO INCORPORATE THE REQUIREMENTS GIVEN IN THE ATTACHED , STRUCTURAL NOTES IN ORDER TO COMPLETE THE LATERAL RESTRAINT SYSTEM FOR THE STRUCTURE. NOTE THE NUMBERS IN TRIANGLES ON THE FRAMING PLAN(S). THESE NUMBERS TO CORRESPOND T THE NUMBERS IN TRIANGLES ON THE STRUCTURAL NOTES SHEET(S). THE LOCATION OF THE NOTE ON THE FRAMING PLAINS) INDICATES WHERE THE REQUIREMENTS FOR THAT NOTE APPLY. CERTAIN NOTES INDICATE REQUIREMENTS THAT ARE UNIVERSAL SUCH AS CONNECTING EVERY TRUSS TO SUPPORTS WITH A HURRICANE CLIP. GENERALLY THE NOTES INCLUDE SWAPPING AND BLOCKING REQUIREMENTS. DETAILS CALLED OUT WITHIN HIN THE NOTES ARE ATTACHED AT THE END OF THE DOCUMENT SHEETS. SEE FRAMING PLANS FOR BEAM SIZES. PROJECT : GARAGE SITE ADDRESS: CLIENT: PAKS DESIGN GROUP DESIGN CODE : UNIFORM BUILDING CODE 1997 DESIGN CRITERIA: WIND EXPOSURE B WIND SPEED 80 MPH SEISMIC ZONE 3 COMP ROOFING FLOOR LOAD 40 PSF LL EXCEPT 60 PSF FOR DECKS 10 PSF DL ROOF: LIVE LOAD = SNOW LOAD 25- PSF DEAD LOAD 17 PSF FOR TOTAL OF 42 PSF ASSUMED SOIL BEARING ALLOWABLE 1500 PSF CArf C; i 9 �►•- �� ; ; L ��.. -; "�• 'mss . i P i p 2 Fi y w cos e C P- m 4 a F w� H v EXTERIOR SHTG SIDE 4, SIMPSON STHD10 HOLDOWN V/ (28) 16d SDNK ERS�� �yJ iiZ ►2� c�i�IZ e1 2AbI A 5Ar 'A' HOLDOWN BRACKET 1'1 BOLTS THRU STUDS EXTERIOR SHTG CI) SIDE 'C HOLDOWN BOLT IN FNDTIN ALLTHREAD V/ 90 DEG. HOOK OR SIMPSON SSTS SOLT PROVIDE MIL STUDS I HOLDOWNS. LOCATE HOLDOWNS AT SHEAR MALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS. NAIL. STUDS TOGETHER VITH 16dI6'O.C. PANEL EDGE NAIL SPCG PER SHEAR VALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING PROVIDE DHL STUDS S 7 LOCATE I.DQWNS AT BAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS. NAIL. STUDS TOGETHER VITH 104 I 6' O.C. PATE. EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIN TO WALL EDGE NAILING 1/2' DIA. A.D.'S. SEE SHEAR WALL SCHEDULE FOR MAX. SPCC I SHEAR WALL. ENDED ALL A.H.'S MIN 7• INTO FNDTN. PER UDC 1806.6 !.7 [� ►ila :� t: .111111111 [« �i?TAO ti' i STRUCTURAL DOCUMENTS - USING 1997 UBC bo3 ANDREWS ENGINEERING Structural Engineering 20825 S.R. 410 E. PIAB1130S BONNEY L/1KE, WA 98390 (2S3) l62d121 1 -- SHEAR VAL L INTERMEDIATE STUDS/ NAIL SPCG 12' O.C. FOR 16' 0.C. STUD SPCG I 6' O.C. FOR 24' O.C. SPCG. SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES' PROVIDE DBL STUDS. NAIL STUDS TOGETHER WITH 16d 16' O.C. SHEAR WALL //z' MA A.B.'S SEE SHEAR WALL SCHEDULE FOR MAX SPCC. SHEAR WALL. EMBED ALL AI'S FAWN. MIN T INTO PER UDC 1906.6 I HORIZ PANEL EDGES PROVIDE 2X4 OR 2X6 FLAT. NAIL WITH PANEL EDGE NAILING. INTERMEDIATE STUDS NAIL SPCG 12' MC. FOR 16' O.C. STUD SPCG I 6' OZ. Fat 24• D.C. SPCC SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES PROVIDE D. STUDS NAIL.. STUDS TOGETHER WITH 10d 8 6' OC. RECEIVED CITY C,F TI JK ILA OCT 2 3 2u03 Ft.11PAII r LAM 1 CF{ 4 '4 r ♦ ' t 9 HORIZ PANEL EDGES PROVIDE 27(4 car 2116 FLAT. MAIL WITH PAIL EDGE NAILING. GARAGE Project No. 203147 File: D03 -0267 35mm Drawing #1 �JI Ift�iiI1I �����l�i� I II H I!II1LIiJji.ii1.ili j�iIiji IIIII iii iji iii iii Inch 1/16 3) 4I I 5I • EESTc Sincaie7s 9I VII. £l. Zb 66 011. 16 18 IL 19 19 It IC IZ b wo II iiiihiii iiIIliiii IIIJIIIII III,hi,iIwilIIIIIIIIIiiii e Pm o EXISTING DRIVE VACINITY MAP (N.T.S.) THOMAS GUIDE 655 G -2 EXISTING RESIDENCE CORRECTION 28.00' 10' 3' 3' NOTES: 104' 225.00' 84' 1- IOW 4 EXISTING DISTRIBUTION BOX APPROVED SEATTLE-KING COUNTY D � OF PUBLIC HEALTH DATE 225.00' 5' -- - - -125L 4 I- 25 Ut - a - a 4 3' 3' 1 3' 3' 10' 1) NO GARBAGE DISPOSALS PERMITTED. 2) THIS DESIGN IS NOT A LEGAL SURVEY. 3) LOT IS FLAT 4) TOPOGRAPHY IS APPROXIMATE. 5) DRAINFIELD SIZING: DAILY SEWAGE VOLUME: 450 GPD LOADING RATE: 0.8 G /SQ. FT./DAY ABSORPTION AREA REQUIRED: 564 SQ. FT. LINEAL FEET OF DRAINFIELD G 3' WIDE TRENCHES: 188 FEET. 6) POTENTIAL ACTIVE DRAINFIELD AND POTENTIAL RESERVE DRAINFIELD SHALL BE 188 LINEAL FEET EACH. 7) FUTURE DRAINFIELD SHALL BE A PRESSURE DISTRIBUTION SYSTEM. 0 0 30.00' rr- PROPOSED GARAGE ° III I I III III III I I III II I,II I -II III III I I III III III I I III ICI I 1I 1 i I I I I I1I III I L I III i I ' � ' 1 3� I I 1 1 I i 4I 5I I ( 6 Inch 1/16 }EST �6 ti E6 Z6 6L 06 6 g L 9 5 ti E Z b W� II Illli�l�llllllillll�llllillll�llllillll�llllillll�llllil�ll1llll ,illll IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�III IIIIII�IIIII - 20,00' —•■--- I- 0 0 a v , RIVE WAY SOIL LOG SL1 0-20" BROWN LOAMY SAND 20 " -65" GRAY LOAMY FINE -HIED. SAND EXISTING 900 GALLON SEPTIC TANK 4" PVC TIGHTLINE (ASTM 3034) EXISTING DRAINFIELD POTENTIAL ACTIVE DRAINFIELD 100% RESERVE DRAINFIELD w WATER LINE 0 0 r pFR MI CLIENT: CHRIS NUNALLEE,37006 28TH AVE. SO.,FEDERAL WAY, WA 98003 PROJECT: BUILDING PERMIT APPLICATION LOCATION: 13030 56TH AVE. SO., TUKWILLA, WA 98178 PARCEL # 217200 -0280 DRAWING II DRAWN BY /DATE 030802 1 OF 1 r'7-y5 DF 7-6'50 L 2 3 2003 S 113 90t Street` u ckIey, WA 983. 1 53)862..43 07 Pr ; 3.3 )891= 2859FA