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HomeMy WebLinkAboutPermit D04-068 - BUILD AND DESIGN - LOT 9BUILD & DESIGN, LOT 9 • 4024 S 126 ST • • D04 -068 • • ZQ iF. Z re W 6 JU 0 U U: W= N u- w O' g Q. N Z d: W Z F- 0 ZI- ui O N: CI H. W u • • 17• 6- Z:. LIJ U 01- z AA k• `, / City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 7945200045 Permit Number: D04-068 Address: 4024 S 126 ST TUKW Issue Date: 04/16/2004 Suite No: Permit Expires On: 10/13/2004 i Tenant: Name: BUILD & DESIGN - LOT 9 Address: 4024 S 126 ST, TUKWILA WA Owner: Value of Construction: $ $0.00 Name: KEYSTAR, INC Phone: Address: C/O STEPHEN T ARAKI, PC, 6752 LK WA BLVD NE, B -15 Contact Person: Public Works Activities: Name: STEVE FARNUM Phone: 425 260 -3907 Address: P.O. BOX 906, FALL CITY, WA i Contractor: Fire Loop Hydrant: N Number: 0 Name: BUILD & DESIGN GROUP INC. Phone: 425-454 -1522 Address: PO BOX 906, FALL CITY, WA Contractor License No: BUILDDG10130 Expiration Date: 04/06/2005 DESCRIPTION OF WORK: RENEWAL OF EXPIRED PERMIT D02 -235 TO COMPLETE WORK ON NEW SINGLE FAMILY RESIDENCE 1834 SF WITH 460 SF ATTACHED GARAGE AND 50 SF COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE AND EROSION PREVENTION - APPROX. VALUATION OF $20,000 TO COMPLETE WORK Value of Construction: $ $0.00 Fees Collected: $750.98 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: Non- Profit: doc: Devperm D04 -068 Printed: 04 -16 -2004 Z Iz '~ w 2 00, Cl) 0 CO LU J � CO U. w J L? = CY �w Z I_ O Z r_ 25 0 0 co off W w. �O ..Z 0 CO w z I Cit y of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: Private: Public: Water Meter: N ** Continued Next Page ** i i I i doc: Devperm D04 -068 Printed: 04 -16 -2004 z z � LU Q om: 1 U O� CO) LLJ U U: J X CO) U- W O: J U- Q W t Z � W H` �p O CO) 0 H W Lu 2 E.. V L O .. Z: w U CO), A 1 1 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: !tea Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not resume to give authority to violate or cancel the provisions of any other state or local laws regulating constru io or the perf mance of work. I am authorized to sign and obtain this development permit. Signature: C "'"'z- Date: Print Name:�Q1 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. Z Z Q UO CO CO J NLL w O J' LL Q (0 d = w f- O Z f- W LU O N ,3 H W W U. O: . Z . W L) Z .� City of Tukwila PERMIT CONDITIONS Parcel No.: 794S20004S Permit Number: D04-068 Address: 4024 S 126 ST TUKW Status: ISSUED Suite No: Applied Date: 02/20/2004 Tenant: BUILD & DESIGN - LOT 9 Issue Date: 04/16/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835- 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: 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). 8: 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. 9: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10: 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. 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: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: G An J ce,,u5 doc: Conditions D04 -068 Printed: 04 -16 -2004 aiai 4 ' A ! _ \ •� _ 1 - �, � :�,,.d.x.iTfia.'•c��r3�a�$ri� . „ } rA '�G=.::Sa,".sawe'vn " e' : .yts�3 +i1Y;�t�Mst.a,,.�J�.e u.�,.�.e -- - - =7 z �w QQ JU U CO W= J 52 LL W 0 L L UD = �w z ZO W W U ON o f- wW LL O --Z W U= z l' �,wtu w CITY OF T UKWI LA'' i Community Development Department Public Works Department Permit Center ' 908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 4 . King Co Assessor's Tax No.: Site Address: 1 4ozm ;5 i7, o ,6 Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes [-] ..No Property Owners Name: �&LP ! -1—� (U P Mailing Address: State Zip ;CONTACT PERSON., Name: Mailing Address: ' Fk) K gpA E -Mail Address: Day Telephone: !4 Z5 7 -4 -, 0 39 0 7 City I State Zip Fax Number: !4 ZL5 T._Z- V 1 9 L • 7 GENERAL'CONTRACTOR INFORMATION"!-! Company Name: &)itp ) f - ,S1C4 Mailing Address: ' t mac , 9alo 1- d-t�t, (`Jr ( WA City State Zip Contact Person: l Tneys Day Telephone: ZkO 3'iOl E -Mail Address: Fax Number: 4 Z - ZZ - Y 3 V 7 Contractor Registration Number: 7 i t.017 (Z t> ] ,Tr� Expiration Date: N )iy &V ' d * *An original or notarized copy of current Washington State Contractor License must be presented at the ti a of pen issuance ** ARCHITECT OF. -='All plans must be we stamped by: Architect of Record t Company Name: O1?)iC-: V DC�tC3� Mailing Address: City State Zip Contact Person: Day Telephone: —ASS - Z.)DC; E -Mail Address: Fax Number: ENGINEER OF, RECORD - All plans must be wet stamped by Engineer of.Record Company Name: &— —* A552W 2AalZ ni Mailing Address: Contact Person: E -Mail Address: City State Lip Day Telephone: �j Z5 - 7 N Fax Number:_ `47-5 -725r S0 7 S _ I \applicatioWpermit application (3 -2003) 32003 Page I 1��� � �% >�St•'r.. su3 ;t�!9�,'!t�►fi±7�kr�4t �1!�, �+c�rs: +. tiff* rcrs• � e: ft,:. ax,• �yrans� snw+�,:�a-,v^r,-Cr,�nv «mp., rte �; n+ �. essr � ��meen: i• rsx��+ a�vr». w�.,. g: �! e�. r�edsurta�;•^�an�tt+A'�^.iy�n`ti „�. "+.. �.'+ uYp p nmYM�N - Y `4i {iYw�. rW ' A.n.rwr+s..w.ww. Y�..a- iu{wi -,b.yr Z �W � D 0 UO W= H NU. WO LLQ DD = �W Z t- I— O Z w U O � Q W 2 H� LL Ili Z U C0 O Z r 1 1 Valuation of Project (contractor's bid pricF'" , ZO ©dam Existing Blg Valuation: $ Scope of Work (please provide detailed information): s) 61 g�I Rt= Will there be new rack storage? []..Yes ❑.. No If "yes ", see Handout No. for requirements. Provide AII,Euilding Areas in'Square!)Footage:Eelow PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? E) ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers f ..Automatic Fire Alarm 3..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? n.. Yes FJ .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 1l paper indicating quantities and Material Safety Data Sheets. tapplicationslpermit application (3.2003) 3/2003 Page 2 Z �Z �W QQ JU UO Cl) U) ull J H CQ LL WO �Ei LLQ c d = W H Z� E- O W �j U co 0 H- WW H- O W Z U= O Z Addition.to Type o Type of < ' Interior Existing Construction Occupancy per: Existing Remodel Structure New per.UBC UBC 1 Floor' L ;Z7 3 Floor.,: Floors ,; .thru � :: .;.: . ' .:Basetnent ': Accessory;Structure *". Attached Garage, 7 Detached Garage : , ':, '; Attached Carport ' Detached Carpoit Covered Deck:,,:::; Uncovered Deck: PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? E) ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers f ..Automatic Fire Alarm 3..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? n.. Yes FJ .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 1l paper indicating quantities and Material Safety Data Sheets. tapplicationslpermit application (3.2003) 3/2003 Page 2 Z �Z �W QQ JU UO Cl) U) ull J H CQ LL WO �Ei LLQ c d = W H Z� E- O W �j U co 0 H- WW H- O W Z U= O Z i 1 _! a J CU1fL1l. V�VKiti1'YhK1V111 11V1+V1tLVlAl1VIV LUb 433 -V1. /y Scope of Work (please provide detailed inoation): Call before you Dig: 1- 800 - 424 -5555 Please refer.to Publie.Works Bulletin #I. for fees mind estimate sheet:. Water District ❑ ...Tukwila .. Water District # 125 [] .. Highline ❑ ...Renton ❑ ... Water Availability Provided LIJ& w- Mann— Sewer District []...Tukwila (A... ValVue ❑ .. Renton ❑ ...Seattle - 5 t PW 5;U'NLr )4rx64r=r LIP ❑ ... Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ ., Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...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 _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance I ,:`: ❑ ...Total Cut cubic yards ❑ ... Total Fill cubic yards " ' ❑..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ... Traffic Control E ❑ ...Backflow Prevention - Fire Protection _ Irrigation ;1 -'` Domestic Water i } { j: i i [ Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line is r, V1 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# []...Water Only Meter Size............ WO# ❑'...Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci State zip Water Meter RefundBilling: Name: Day Telephone: Mailing Address: Ci State zip %applicatio n\pennit application (3- 2003) 3/2003 Page 3 , Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Z W tddY � JU UO W= H C0 LL W O. LLQ = CY 1. W Z F- H O W �5 U� O N OH W H� LL O �Z U CO) 1- F- Z - Y MECHANICALTERMIT INFOkMATION -1 6431!-3670:: MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city Stale zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: Commercial: Fuel Type Electric New .... ❑ New ... ❑ .❑ Gas .. ❑ Replacement.... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: : U.nit Type• :- ": : . .. . Qty'.. Unit < Type: Qty.. Unit Type: :::.:.: Qty. ' Boiler /Compressor:.. :; ` Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> LOOK 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 =PERMIT APPLICATION NOTES App1kable td a11' permits i this applicatipn 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 O OR AUTHORIZED AGENT: Date: Z-- . O ' Print Name: Day Telephone: Z- 2, UNC�17 Mailing Address: 2 iT(4 (/� City State Zip Date Application Accepted I Date Application Expires: Staff Initials: \applications \permit application (3 -2003) 32003 Page 4 Z J.--• Z �W UO Co o J H C0 LL W O LL N 0 = �W Z I— F— O Z l LU 5 U� ON � H W W ~ H LL: O •• Z W CO) O� Z City of Tukwila INS 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7945200045 Address: 4024 S 126 ST TUKW Suite No: Applicant: BUILD & DESIGN - LOT 9 Receipt No.: R04 -00207 Initials: SKS User ID: 1165 Permit Number: D04 -068 Status: PENDING Applied Date: 02/20/2004 Issue Date: Payment Amount: 750.98 Payment Date: 02/20/2004 09:51 AM Balance: $0.00 Payee: BUILD & DESIGN GROUP TRANSACTION LIST: Type Method Description Amount Payment Check 1123 750.98 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 746.48 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 750.98 I 01 /20 9716 TOTAL 750.98 doc: Receipt Printed: 02 -20 -2004 z z' 00 N(3 J = CO) L.. wO 9 : LL rn = CY t- _ z� I- O Z F- W �j O C 01--, WW - O: .. Z U CO) O Z INSPECTION RECORD 55, 6 1 0 Retain a copy with permit S9 INSPECTION NO. PERMIVWO- CITY OF TUKWILA BUILDING DIVISION � 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188' ( 06 )4 3 31-3670 Prpj Type of Inspe U ar� T- Address: Date Called: Spdcial Instfuctions: Date Wanted: �qLv a.m. q Requester: Ph on No: 2-;�5 A 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 04 14 I Receipt No.: 1Date: llkpecV Date: C 7 - $ 00 REINSPECT . 10� FEE REQUIRL. Prior to inspection, fee must be t *al� at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Z ,� Z W JU 00 Cl) a CO) W WX J �- S2 LL W LL CO) W Z F- 0 Z 11- LU Ljj 5. 0- 01--, W a X U- .. Z. W Z INSPECTION RECORD n Retain a copy with permit N INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 P 'ect_ Type f Inspection: { Addr ss: ( Date Calle Spe "al Instructions: Date Wanted: I a.m. L Requester Phone No: Z �Z �W �U U D W W C0 LL : w J LL j. U) C% �W Z H ZO W 2D D U .O � H W W. HU �O til Z U- Z e - V APproved per applicable codes. F1 Corrections required prior to approval. INSPECTION RECORD ( Retain a copy with permit INSPECT ON NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Pro' t: - - Type of Ip; ection: � , Ad re s : -Sv CQ k Date Called: fl Illu4 pe ial Instructions: Date Wanted: D a.m. Requester: Phone No• 5 per applicable codes. M Corrections required prior to approval. I lNror: Date L 47.00 REINSPECTION F E REQUIRE Prior to inspection, fee m st be paid at 6300 Southcenter Ivd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: Z Z �W QQ � JU cU O. O W= N O W La M Z C!, W Z = H w� .gip a i_ W LIJ H L). —0 W Z CO) O Z INSPECTION RECORD Retain a copy with permit I - INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ©Approved per applicable codes. 1'ect* ® t C Type of Inspection: (� V" Add Li 1 ''l1 � �� Date Called: -7 ... p J Special Instructions: Date Wanted: a. m p.m. Requester: Phone No: r I, Z 3: Z W JU UO W = (0 U- WO U- Q (n �. = C!. W + ? h ir- O W H_ W U� WW H O W Z N P H O Z Corrections required prior to approval. INSPECTION RECORD D04-- O Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Bu��d * oes>i n � Type of Inspection: � � r � � A Address: %.f S 1n/ ,' Sf LL�� GVf77 Date Called: 6 O4 Special Instructions: LOJ 1 Date Wanted: ( a.m. m . Requester: wna - Phone No: 42 6 — 3g ^ Inspector: � Date: (a/ MO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z SZ 00 N W = (1)L W� LLQ 0 :3 = d F W Z H: H O Z t-- 5 O CO) 0 H W W. U' W �. —O lLl Z. U CO). H H O Z ❑Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit r.O INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P 'Aect: r f D i ff �Go Type fns ection: -- l Address: P !r p6ecial �r D to Called: instruc ions: Date Wanted: a.m. Reques er: P X53 ) ,33 y �� Inspector. r Date: 0 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I 0 Z �W QQ � JU UO W� CO W w O q J LL ?. U CY = W f- _ Z� HO Z H UJ 5 U� 10 -, oI.- W LL O w Z co ~ O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P I NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I i a Approved per applicable codes. Corrections required prior to approval. i :x Inspector Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje Type of Inspec 'o Address: Date Called: i S � eZ. Io S+ S- 6-0 1 4 Special I nstructions: COMMENTS: l O h �U111 Tx (( PP� Date Wanted: .m Requester: Phone No: COMMENTS: l O h �U111 Tx (( PP� Z �W aa� JU UO C0 LLl � 0 J = H. Ln LL WO � Q LL Q N� = �W z F- f— O Z H U� O - 0 I— W XU LL ~ O .. Z, W U= Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro eee Type of Ins ecti rj:, Address: Date Called: Special Instructions: Date Wanted: a. m. -_ 7 Requeste� / -rn✓!r Q/ Phone No: lz 3 7-4 � 01 Ig Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z H W WU UO Co o J � NU_ WO LQ co = �W z H H O Z F-' U� O CO: 0H W LL O ill Z p _ O F ' Z V / INSPECTION RECORD Retain a co py with p ermit G ?UV INSPECTION NO. I j PERIVIMNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.367,0V , Projec ; ti l O Type of Inspection: Address: / Date Called: ` P Special Instructions: Date Wanted: 1 t a.m. p.m. Requester: Phone No: f Approved per applicable codes. Corrections required prior to approval. C' COMMENTS: ` P Inspector: ,^ ` ` Date: �. , CS V /r i/o v Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H W� UQ to LU J N LL WO L L S CY �W Z H O W LU 25 U O �, � H W U lL ~O W Z co H z FF--, z QQQ + i Z' W J U. Uo CO) J � CO) LL, Wo �:3 a; W ► " 0 S (ate- d��t v�w ace_ z� �.. o . L T1ZG`Tt o v� W (' U� Ot PL o� W Z' U Ni z j v j a W2, - 2-3 CITY OF Tl)iSM AMOVED o c T — 8 2 AS KVI LD roo In f 4 BUILDERS CO PY PS Civil & Structural Engineering 8311 -212th St SW Edmonds, WA 98026 Office - FILE CO Y STRUCTURAL CALCULATIONS FOR: Greenridge Homes Plan 1834. CITY CF TUM,' 0 Lateral Design of a (2) -story SFR APPROVED APR 13 20314 AS NWE0 t D v ISION NOT VALID WITHOUT A WET SIGNATURE r rqr�Rr C) c In-0 'cN ELL F AS Z PO,G t /0 tsglo2 EXPIRES 5 -27- O WENDELL E. REED, PE, CBO z Z � W OU UO N0. J = H S2 U- WO U. Cl) = W z �. �O W � W VD 0 1-- W H � t1" O .. z W U= o~ z PAGE 1/7 DEVON CRITERIA ROOF LOAD: LIVE =:25 F`5F DEAD = 15 FSF WALL LOAD: DEAD = 10 F5F FLOOR, LOAD: LIVE = 40 FSF DEAD = 10 P5F 5EI5MIC, ZONE: WIND 5FEED/EXP05URE "aO MPH " / 5 z W; 2 D C.) 00 N O co W; LL� W O LL UJ 0 z F- UJ UJ UJ ui L11 Z wind analysis method seismic analysis 4 i E 15 P - 5f) "2(o / t /5 11 sy r i i J 1 y z z wW Q � J U UO W= N LL w O, J LL Q U_ M. m a _ �o v O CO. � ° - LU LL ~ - O. z U N' O~ z 7 t 01-J 14 Vex 4�- 7 Ty, 02 17�-Z-w 50 - 5 7 ri K- -- 7 1 f; - 1 ", / t / I t ► it IIJ 5klo-.5 iL Iz- 7 Z w 2 D 0 W :E W , J P T LL w LL a. D W Wo L 5 Cl) 0 w o tL. z Cl) x F- z , ,•, 4., u, 1 ''. 16 RESULTS TOM rbsulle are tllvid0d Into blx eetles, each is dleounsed In the 1011"Ing tOCIlans of this report. Tust fooUIN desorlbed In each 00011011 may Include epeolrrtens (rain pievhnusly reported tests. C Unblachad hear Wnlls aUrliotio • Unblocked shear wells worn fabricated Mill ulthor nails or staples to provide last data for Pin development of design shoat recommendations. thi 4 x 8•11, shoals of panel atruallring Wore applied with (Ire 8.11 dlm6nston h orizon(nl for thle series of tests only. The relulting 19.11 hotlxorllal point between linnols tit ►nld•helgld of Ilia apoolmen was not blocked, Test Moullb mid Discussion Usti of twelve unblockod U x 0.11 shear walls are butntOntized In Tablo 2. Sinon the strength of unblocked !hear walls Is a lurtallon of ilia Irarning spacing, the testing Iholtlded bolls 10 and 24�In: o,o, elud spacings, typical lallureii of Ihs unblocked walls wore along file 1inbl6cked horizontal joint where the latilanors either Withdrbw from Ihti Irdming members or pulled throutlh the panel.. TAi3LE 2 Unblocked Sl iver Wells rube" — l�seln�t') U�rlh 1 10 pm.) poll r'"41 1111A 110 Ns, 01 F1 P111) I Mh ST1iUC1'UnAf. ad IIJ2 Nall(al 6,8 n/ TED s HE AT H i N c 2.112 2112 Ply Ply 6110 ad ' Note) 8,12 8,8 2 2 Ply Illy 300 8,12 2 Pty 15132 6.6 x Ply l epn 0,12 1.112 Ply 9lapls • 8,17 • 2 ply • 6,1f2 1.014 b9© 112 1 1 112 1 r Thu tnrgut design shear fur on unbluckod wall IG correlated to Ilia d esign client for o blauknd wail of the aatne pantil grade and thicknous with (asleners 4 In, o.c, along nil panel edges. When the framing pernenrllrirltl► to Ilia unblocked odyo la 16 in. o.a., Iho reduction Is 60%. Fbr Iralning 24 In. o.c., one- Ililyd of Ilia blocked wall shear for 4-1n.-ax. fasteners Is used. These values nrn npplled to unblockod sltonr walls Inrnonod a In. ax. niong euprwrled pnnnf ucigas. I'ho target design shears for stapled walls shown in Table 2 were caloululud uaing Ihn sorne molhod, but bncod on values for sloplos in blocked walls publishod in NER•272 (4). 'Phis cnloulnllon of design shears for unblockod shore walle In eonsistont with the rr,othod used for unblocked disphragmg and with the values Inciudud In ilia 1960 through 1904 editions of the Uniform 9ulldinu Code, Omission of blocking at the horizontal Joint belweon elinathing panols reaulls In Ilia ulionr tit thic Joint buing transferred through the naps Imnindlntoly ndjacenl to Ilia horizontal joint Into Iho vorlical framing members. hnrtorrnnrice of Iho wall Is thorelore oentfilve to Insloner spacing in the framing rnonlbers rand to ilia numbur of framing Inemburs. A typical 0 x 8.i1 lest wail with studs 10 In, o.c, has savrrn fruining members porpondicular to the unblocked )oinl to transfer shear. The grime lenglh wall spacimen with studs 24 in. ox. hela only five frnming +nri"Amrs. trIIImou made (prh {lull Mprdnp MI 4. y � Mrs, Avg_ 693 16 Bile 2 550 500 669 6110 2 060 750 7W 318 1 300 319 1 315 15132 1 346 16112 1 361 3/0 1 335 is S op i 4,12 1.112 Ply 15132 I i (1) Tho flrtl numbel N the epaoing fit wpporhd panel edged, Hill second is iht rrplctng hl Int9rmodlale irAminp momb9n, Clnple nail at esoh slud along the unblocked poinei edge except ei noted, (b) The food lector Is determined by dividing the average ullhnsta load by Ilse target design she #r. M } 294 Ttrprl 135 Dnipn 6 ►rr'r ford Ivl►i reeb1 115 2,0 21K �d,A 16 135 4.2 18 135 5.2 24 100 3.0 24 loo 3,0 16 130 2,7 10 130 2.0 10 1U5 3.2 24 105 !2.0 (c) 51n100e5 91001 common nail. (d) At tho anhlocMd on o an nddluunn► call was plocod along nncl► rinnnl /dga and WV away Irom lho ropuinr noilinp, (a) Common nail. ' �. �� s�. .. � i ��.� , e..i! .� .. �7... .ti: �., � .,.tai%' '��:?�C. tZ..;•• ^ ;t � c �` .: � ...riy+.:x�.'k7�::.isLr°3.' Z w �2 D UO rn o to W J H to U. w g LLQ D = �w zF- 1- O W ~ w D p U O CO o t— wW � LLi CO H x z I r I � / C1 1 (I r 2- V - 7 1 -5'� t I'L. S &(10) 6ST -� e> 1? VL i�) t le t yj NOR! 111 r / z �Z W JU Oo W= �U- w 9� U. _: W ?� W° W U� O CO) o� w �U �z ui o~ z i L U�A - s � % i_ eb i iI ' H - TCno tom/ e4 to J F 4-7 �5 : z� 3 a Z5 -r S 9 m� - z - L-e-� (e may. -,•z - i 0d �< 4, ' 2 2 q a ZZ V- .'� - u1 z = �(c o�S F q-, vs + Cod- �f�1�s= �'�q•'. r - �'co 1 Y -- ti I z Z �U UO w= CO LL W O cf)a = W z� �O W� W U� o � W W . L- O w CO) F= ~ O z I tJ ham-, L� ►� � � � �,,� r� � � � �t�;. -r��,� r r -� , ,.� .,�- - - -- r-- 3 I Z . Z` �w 2 u� D UO U � cn w w =: �LL Wp LL =w CY Z W w U � H W W W �. ..Z. w U =' O ~' Z -� FLOOR TIES/ HOLDOINN5 SIMPSON U.N.O. MnRK STRAP NAILING HOLDOWN 57UD ANCHORAGE HOLDOWN ANCHOR BOLTS NOTE5 VERTICAL .............................. HORIZONTAL ...'.•.�..�... � ..................... 4T;) l D 'A - '7/5 / s - 2)( ... .2, � ............. Z LS JCo 3 Z - �� f/Z & j:; , Z _ Z &n.rxh1 r � � J T ......... ............................... ......... .I ............................. 1- LOCATE HOLDOWN AT EACH END OF 5HEARWALL 3- EXTEND FDN DOWN AS REQ'D TO 2- CRIPPLE WALL CON5TRUCTION SAME A5 ABOVE RECEIVE HOL.DOWN A.B. EMBEDMENT 4- THREADED ROD AND COUPLER A5 REaV SHEARWALL SCHEDULE- 5TUD FRAMING MARK 5HEATHING ON 2X HF U.N.O. NAILING EDGE5 BLK'D U.N.O. NAILING FIELD SHEAR FLOW NAILING BASE PLATE RIM J015T 51LL PLATE A.B. PLATE rAA5HER5 2 "X2 "X 3/16" 0 7 /I(o'os� U't� ` ;b e p W �c� GL'P I L 'Jz' 1 (-,' L y ? rr 1 11 (0'' assn j q3Z" puD e- z! I LI s� �1 �� s�-r l,� e 16 Ito "OSf'� 1 ?w so d $� '► 8 � G I 'L d e. ���DL �ri� I / 1 p er NOTE: IF U51N6 A NAIL GUN: U5E 10d NAILS IN5TEAD OF 5d COMMONS AND DO NOT PENETRATE THE NAIL HEAD BEYOND FLUSH IWTH THE. OUTER VENEER OF THE PW Z Z �w 2 u� D UO N wX J Lo u- w u.Q U� = w Z� F- O Z I—. W5 U� ON CH w ui —O 111 Z U co o~ Z • ©uliding Ac land Developmenl Division Parks, Planning arm) ll e.m/1 ' `i D41wrlmenl j 3600-136111 Place StAlllwa, ntilt-vue, Washinglun 980116.14M x 1►.I . I 1 2 ToP PLA i N � ApER ---> - -- NA% SNEATAIWA TO : f 2 - 215TUDS NML 5>!IEATN rr APA RATED 'SNEATNINC� rl To E,AC+1 6'tUD 3/s" Milli. 2q /0 up. 1 2- 2x4 BLOGKI06 AT NAILS AT W4 PLYW009 so�N _ (� '5' D.C. NFL Ft-ATES, IAPPRONED WOODED- END HEADERS 4 STUDS ® WOoo TO CONCRETE I CONNECTORS W ITN 'S- 2x PLATES 3500 CKPACIT MINA NA IL SNkktF11►JG I T O PLATE k NTIN UOUS FOOT INEi OR SLAB EDGE a I u 1 M U NI L. AIERAI. � 5 R A I NT PAN 1. DETAIL_ *1 NOTE FOR USE IN C- AimFiC-1t F-WD WALL, AS SNpWN . IF A FLOOR IIJTERVENES BETWEEN FOUNDATION AIND r BRACED PANP-L I THE. PLYWOOD SHALL 0 TA i RIM J015T AND 311-1- RATE. - PROVIDE NOLDOWNS SOULS AND PL` OOD "I\ 1t4cn AS SI\OWtA- I P USED ABo \IE PON`( WALL. pETAIL '0 t� REV151oN 2 -I�-89 � REVISION 2 - - r z W UQ uJ T w. w o u. co) a =w ? 1— Wo w D 0. o � w W, �o z U =, o� z REED & ASSOCIATES, PS Civil & Structural Engineering 8311 -212th St SW Edmonds, WA 98026 Office (425)778 -2793 Fax (425)775 -2073 General Structural Notes PROJECT JOB# DATE Plan 1834 02 -476 7/25/2002 PSF CODE: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. DESIGN LOADS: ROOF 15 PSF DEAD LOAD 25 PSF LIVE LOAD FLOOR 10 PSF DEAD LOAD 40 PSF LIVE LOAD WIND SPEED 80 MPH WIND EXPOSURE B SEISMIC ZONE 3 SOILS 2000 PSF DESIGN BEARING INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQURED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. FOUNDATIONS: EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL- GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D -1557 TEST PROCEDURES. CONCRETE: f = 2500 PSI MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SLUMP IS 4 ". SEGREGATION OF MATERIALS TO BE PREVENTED. - REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A -615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185 AND SHALL BE 6X6 – W1.4 X W1.4 LAP ONE FULL MESH AT SPLICES. ROOF TRUSSES: SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I AND THE UBC. TIMBER: BEAMS AND POSTS (4X_ AND GREATER) DF - L #1 OR BETTER STUDS HF #2 / STUD OTHER LUMBER HF #2 OR BETTER 2X KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL. NAILS SHALL BE COMMON WIRE NAILS. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 7/16" OSB, BLOCK SOLID. NAIL TO 2X STUDS @ 16" O.C. WITH 8d @ 6" O.C. ALL EDGES AND 8d 12" O.C. INT. BEARINGS, U.N.O. ROOF DIAPHRAGM: APPLY 1 /2" CDX PLYWOOD (32/16) OR 7/16" OSB ON ROOF, NAIL WITH 8d @ 6" O.C. AT SUPPORTED EDGES AND 8d @ 12" O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM: APPLY 3/4" T &G STURD -I -FLOOR (24 O.C.) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d COMMON WIRE NAILS @ 12" O.C. AT INTERIOR SUPPORTS. MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE- FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7/25/2002 02 -476 (amg) Job Info z w 00 N o co w J = H DU. w 2� J U_ Q CO 0 z �w z H ZO 25 U O N off w W �U �O ..z w CO O F'- z i i BUILD C O pY GARAGE D R HEADER KEYSTAR C PLAN Date: 2118/00 BeamChek 2.2 Choice 3 -1 /8x 10 -112 GLB 16F -V3 DFIDF BASE Fb = 1600 ADJ Fb = 1600 Conditions Data Attributes Actual Critical Status Ratio Min Bearing Area R1= 2.8 in R2= 2.8 iff DL Deft 0.22 in 5uggestea camber u.;3s in Beam Span 16.0 ft Reaction 1 1544 # Reaction 1 LL 1000 # Beam Wt per ft 7.97 # Reaction 2 1544 # Reaction 2 LL 1000# Beam Weight 128 # Maximum V 1544 # Max Moment 6175'# Max V (Reduced) 1375 # TL Max Dell L / 240 TL Actual Dell L / 306 LL Max Defl L / 360 LL Actual Deft L/472 Section (in 3) Shear ins TL Defl in LL Dell 57.42 32.81 0.63 0.41 46.31 10.85 0.80 0.53 OK OK OK OK 81% 33% 79% 76% Values Adiustments Loads BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 185 =A Uniform LL: 125 RECEIVED r_ Uniform Load A R1 = 1544 R2 =1544 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal fL :IT` %,F TL!KWIL AN 2002 PERMIT C . dT CATY OF 1 tl N 0 4D AO a Z J- Z ' ~ t W QQ r � JV UO 0 J = H NW W O u- U� = F. W Z H H O Z } W5 U� ON o i— W W U U O -- w C0 Z O Z Fb (psi Fv (psi) E psi x mil) Fc! (psi) Base Values 1600 190 1.5 560 Base Adj usted 1600 190 1 .5 560 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 185 =A Uniform LL: 125 RECEIVED r_ Uniform Load A R1 = 1544 R2 =1544 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal fL :IT` %,F TL!KWIL AN 2002 PERMIT C . dT CATY OF 1 tl N 0 4D AO a Z J- Z ' ~ t W QQ r � JV UO 0 J = H NW W O u- U� = F. W Z H H O Z } W5 U� ON o i— W W U U O -- w C0 Z O Z i i BEAM OVER ENTRY SUPPORTING TRUSSES KEYSTAR C PLAN Date: 2/16100 BeamChek 2.2 Choice 4x 10 DF -L #2 BASE Fb = 875 ADJ Fb =1050 Cond itions '91 NDS Min Bearing Area R1= 2.3 in R2 =1.7 in DL Defl 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 6.0 ft Reaction 1 1464 # Reaction 1 LL 986 # Beam Wt per ft 7.87 # Reaction 2 1059 # Reaction 2 LL 704 # Beam Weight 47 # Maximum V 1464 # Max Moment 3140'# Max V (Reduced) 1249 # 4 TL Max Defl L / 240 TL Actual Deft L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in 3) Shear W TL Defl in LL Defl 49.91 32.38 0.05 0.04 35.89 19.73 0.30 0.20 OK OK OK OK 72% 61% 18% 18% BeamChek has automatically added the beam seK- weight into the calculations. Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1125 , B =1665 3.0 188 H = 270 0 3.0 Pt loads: I Ll I � 0 R1 = 1464 R2 = 1059 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Z F. Z. �W aa J U UQ UJ CO) LL. w 00 S LL < N D = a W. Z� HO Z l• 5, 0 O N. 0 H wW L llj Z U - O Z Fb (psi) FV (psi) E (psi x mil) Fc! (psi Base Values 875 95 1.6 625 Base Adjusted 1050 95 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam seK- weight into the calculations. Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1125 , B =1665 3.0 188 H = 270 0 3.0 Pt loads: I Ll I � 0 R1 = 1464 R2 = 1059 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Z F. Z. �W aa J U UQ UJ CO) LL. w 00 S LL < N D = a W. Z� HO Z l• 5, 0 O N. 0 H wW L llj Z U - O Z 3 "s i f ` I I i HEADERS OVER FAMILY ROOM WINDOWS KEYSTAR C PLAN `(9.3'`1} Date: 2/16/00 BeamChek 2.2 Choice (2) 2x 10 DF -L #2 BASE Fb = 875 ADJ Fb = 963 Conditions '91 NDS Min Bearing Area R1= 3.9 inz R2= 3.9 in DL Deft 0.01 in Data Beam Span 5.0 ft Reaction 1 2407 # Reaction 1 LL 1608 # Beam Wt per ft 6.74 # Reaction 2 2407 # Reaction 2 LL 1608 # Beam Weight 34 # Maximum V 2407 # Max Moment 3009'# Max V (Reduced) 1665 # TL Max Deft L / 360 TL Actual Deft L/>1000 LL Max Defl L / 360 LL Actual Defl L1>1000 Attributes Actual Critical Status Ratio Values Adiw ments Section W Shear Qn TL Dell in LL Defl 42.78 27.75 0.04 0.03 37.51 26.29 0.17 0.17 OK OK OK OK 88% 95% 26% 17% BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 956 =A Uniform LL: 643 Uniform Load A R1 =2407 R2 =2407 SPAN =5FT Uniform and partial uniform toads are Ibs per lineal ft. Z '~ W 1U UO CO �_ H Co U. W O 2 U- Co �. = W Z t- 1— O Z F-. 0p O CO3 Q W W' O . W Z U CO) 1= Z Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Base Values 875 95 1.6 625 Base Adjusted 963 95 1.6 625 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 956 =A Uniform LL: 643 Uniform Load A R1 =2407 R2 =2407 SPAN =5FT Uniform and partial uniform toads are Ibs per lineal ft. Z '~ W 1U UO CO �_ H Co U. W O 2 U- Co �. = W Z t- 1— O Z F-. 0p O CO3 Q W W' O . W Z U CO) 1= Z i - r i i i BEAM OVER POCKET DOOR BTWN. FAMILY &WING KEYSTAR -C PLAN 1 D3 ) Date: 723/02 BeamChek 2.2 Choice 3412x 9 -112 2.0E TJM PARALLAMO PSL BASE Fb = 2900 ADJ Fb = 2976 Conditions Data min be aring Area K1= 1 3.4 in` KZ= 3.J in` UL UeTi u.U4 in Beam Span 6.5 ft Reaction 1 4796 # Reaction 1 LL 3124 # Beam Wt per ft 10.39 # Reaction 2 2458 # Reaction 2 LL 1607 # Beam Weight 68 # Maximum V 4796 # Max Moment 5970V Max V (Reduced) 4394 # TL Max Deft L/240 TL Actual Deft L 1748 LL Max Deft L 1360 LL Actual Defl 1-1>1000 Attributes Actual Critical Status Ratio Values Adjustments Section W) Shear ins TL Deft (in) LL Defi 52.65 33.25 0.10 0.07 24.07 22.73 0.32 0.22 OK OK OK OK 46% 68% 32% 31% BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 497 =A Uniform LL: 333 Point LL Point TL Distance 2567 B = 3956 1.33 Pt load; R1 = 4796 Z '= Z Q 2 JU UO W =; H NU- WO �.. J U- Q. = Z� H O W H. �p UJ O� W u_ O Ill Z O Z R2 = 2458 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv (psi ) E (psi x mil) Fc l (psi) Base Values 2900 290 2.0 750 Base Adjusted 2976 290 2.0 750 CF Size Factor 1.026 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 497 =A Uniform LL: 333 Point LL Point TL Distance 2567 B = 3956 1.33 Pt load; R1 = 4796 Z '= Z Q 2 JU UO W =; H NU- WO �.. J U- Q. = Z� H O W H. �p UJ O� W u_ O Ill Z O Z R2 = 2458 SPAN = 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BEAM OVER GARAGE KEYSTAR C PLAN ( (w) Date: 2/16/00 BeamChek 2.2 Choice 5 -114x 18 2.0E TJM PARALLAM® PSL BASE Fb = 2900 ADJ Fb = 2772 Conditions Min Bearing Area R1 =10.9 in R2 =10.9 inz DL Defl 0.21 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 20.0 ft Reaction 1 7115 # Reaction 1 LL 4160 # Beam Wt per ft 29.53 # Reaction 2 7115 # Reaction 2 LL 4160 # Beam Weight 591 # Maximum V 7115 # Max Moment 35577# Max V (Reduced) 6048 # TL Max Deft L / 360 TL Actual Defl L/479 LL Max Defl L 1360 LL Actual Defl L/819 Section in' Shear (inz TL Defl in LL Defl 283.50 94.50 0.50 0.29 154.00 31.28 0.67 0.67 OK OK OK OK 54% 33% . 75% 44% BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 682 =A Uniform LL: 416 R1 =7115 R2 =7115 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �Z '~ w JU L) 0 CO = W (0 u- WO u- Q V) d �_. W Z �..` F- O Z F- 5. O co. O F- WW H� U- O: W Z O Z Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Base Values 2900 290 2.0 650 Base Adjusted 2772 290 2.0 650 CF Size Factor 0.956 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 682 =A Uniform LL: 416 R1 =7115 R2 =7115 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �Z '~ w JU L) 0 CO = W (0 u- WO u- Q V) d �_. W Z �..` F- O Z F- 5. O co. O F- WW H� U- O: W Z O Z BEAM OVER FURNACE ALCOVE KEYSTAR C PLAN C l�[� Date: 2/16/00 BeamChek 2.2 Choice 4x 8 DF-L #2 BASE Fb = 875 ADJ Fb =1138 Conditions '91 NDS Date Attributes Actual Critical Status Ratio Values Adiustments Min uea Area K1= za in K1= z.ti in UL Uen u.ul in Beam Span 5.0 It Reaction 1 1765 # Reaction 1 LL 1400 # Beam Wt per ft 6.17 # Reaction 2 1765 # Reaction 2 LL 1400 # Beam Weight 31 # Maximum V 1765 # Max Moment 2207'# Max V (Reduced) 1339 # TL Max Deft L 1240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (irfl Shear ( in 2 ) TL Defl in LL Defl 30.66 25.38 0.06 0.04 23.28 21.14 0.25 0.17 OK OK OK OK 76% 83% 22% 27% BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 700 =A Uniform LL: 560 R1 =1765 R2 = 1765 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. s Z W W� .J U 0 rn o J H Co u_. W O U . N d = W Z H O Z H LIJ W o co 3 W W : tL ~O .. Z W O ~' Z Fb (PSI) Fv (psi) k (psi x mil) Fc! (psi) Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 700 =A Uniform LL: 560 R1 =1765 R2 = 1765 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. s Z W W� .J U 0 rn o J H Co u_. W O U . N d = W Z H O Z H LIJ W o co 3 W W : tL ~O .. Z W O ~' Z i I i t I BEAM OVER DINING BAY i KEYSTAR C PLAN N51 Date 2/16/00 BeamChek 2.2 Choice .5 -114x 11 -7/8 2.0E TJM PARALLAMO PSL BASE Fb = 290 AD Fb = 2 90 3 Conditions D a t a Min bearing Area Ki= a.0 in ru= u.0 m° UL Uen ui i in Beam Span 12.0 It Reaction 1 5853 # Reaction 1 LL 3858 # Beam Wt per ft 19.48 # Reaction 2 5853 # Reaction 2 LL 3858 # Beam Weight 234 # Maximum V 5853 # Max Moment 17559'# Max V (Reduced) 4888 # TL Max Deft L/360 TL Actual Defl L / 464 LL Max Deft L / 360 LL Actual Defl L/704 A ttributes Actual Critical Status Ratio Va ues Adiustments Loads Section (in 3) Shear ( 2) TL Defl in LL Defl 123.39 62.34 0.31 0.20 72.57 25.28 0.40 0.40 OK OK OK OK 59% 41% 78% 51% BeamChek has automatically added the beam self - weight into the calculations. Uniform TL: 956 =A Uniform LL: 643 Uniform Load A R1 = 5853 R2 = 5853 SPAN = 12 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Q � Q W. WV UO W= N u_: W O' J LL Q N D = �W ?H H O Z F- 5 U CO) O� WW Z LL O — Z ui U 2, O F- Z Fb (psi) Fv (psi) E i x mil) Fc { (psi) Base Values 2900 290 2.0 650 Base Adjusted 2903 29 2.0 650 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self - weight into the calculations. Uniform TL: 956 =A Uniform LL: 643 Uniform Load A R1 = 5853 R2 = 5853 SPAN = 12 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Q � Q W. WV UO W= N u_: W O' J LL Q N D = �W ?H H O Z F- 5 U CO) O� WW Z LL O — Z ui U 2, O F- Z 1 BEAM OVER KITCHEN SUPPORTING FLR. JS TS KEYSTAR C PLAN I Z Date: 2/16/00 BeamChek 2.2' Choice 3412x 11 -718 2.0E TJM PARALLAMO PSL BASE Fb - 2900 ADJ Fb = 2903 Data Conditions Min ueanng Area K1= f.b ins KZ= i.b in UL Dell U.UB in Beam Span 12.0 ft Reaction 1 4878 # Reaction 1 LL 3840 # Beam Wt per It 12.99 # Reaction 2 4878 # Reaction 2 LL 3840 # Beam Weight 156 # Maximum V 4878 # Max Moment 14634# Max V (Reduced) 4073 # TL Max Deft L/360 TL Actual Defl L / 371 LL Max Defl L / 360 LL Actual Deft L / 472 Attributes Actual Critical Status Ratio Values Adiustments i y i i i i i i i i I Section W Shear (in 2) TL Defl in LL Defl 82.26 41.56 0.39 0.31 60.48 21.07 0.40 0.40 OK OK OK OK 74% 51% 97% 76% BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 800 =A Uniform LL: 640 I Uniform Load A I R1 = 4878 R2 = 4878 SPAN =12 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z': `~ w J U: 0 0 fd . CO W =. J Nw w O. 9Q CO d = w Z �. t•- O Z H 5 U� ON OH w H �. u' O Z ll! CO) O ,Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 2900 290 2.0 650 Base Adjusted 2903 290 2.0 650 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Loads Uniform TL: 800 =A Uniform LL: 640 I Uniform Load A I R1 = 4878 R2 = 4878 SPAN =12 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z': `~ w J U: 0 0 fd . CO W =. J Nw w O. 9Q CO d = w Z �. t•- O Z H 5 U� ON OH w H �. u' O Z ll! CO) O ,Z LIVING ROOM HEADER Date: 2/16/00 BeamChek 2.2 Choice (2) 2x 8 DF-L #2 BASE Fb = 875 ADJ Fb =1050 Conditions '91 NDS Min Bearing Area R1= 2.8 in R2= 2.8 in DL Defl 0.02 in Data Beam Span 5.0 it Reaction 1 1771 # Reaction 1 LL 1188 # Beam Wt per ft 5.29 # Reaction 2 1771 # Reaction 2 LL 1188# Beam Weight 26 # Maximum V 1771 # Max Moment 2213 '# Max V (Reduced) 1343 # TL Max Defl L/240 TL Actual Deft L/920 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Actual Critical Status Ratio Values Adiustments Loads Section W Shear ( in 2 ) TL Defl (in) LL Defl 26.28 21.75 0.07 0.04 25.30 21.20 0.25 0.17 OK OK OK OK 96% 97% 26% 26% BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 703 =A Uniform LL: 475 Uniform Load A R1 =1771 R2 =1771 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �~ W J0 00 rn 0 . W= J CO LL W 0 �J LL Q CO) W. Z Z� F- O Z t— W W 0 0-1 o t— WW U !6 ~O. w Z l= _` Z Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 875 95 1.6 625 Base Adjusted 1050 95 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 703 =A Uniform LL: 475 Uniform Load A R1 =1771 R2 =1771 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. Z �~ W J0 00 rn 0 . W= J CO LL W 0 �J LL Q CO) W. Z Z� F- O Z t— W W 0 0-1 o t— WW U !6 ~O. w Z l= _` Z i i BEAM OVER ENTRY /LIVING SUPPORTING RAFTERS KEYSTAR -C PLAN O W ) W ) Date: 723/02 BeamChek 2.2 Choice 5-Ilft 13 -112 GLB 16F -V3 DFIOF BASE Fb =1600 ADJ Fb =1600 Conditions Data min tseanngPjea K1= r. in ttz= t. in uu uen u.ze in suggestea uamoer u.ay in ! Beam Span 18.67 ft Reaction 1 3956 # Reaction 1 LL 2567 # Beam Wt per ft 16.81 # Reaction 2 3956 # Reaction 2 LL 2567 # Beam Weight 314 # Maximum V 3956 # Max Moment 18466'# Max V (Reduced) 3480 # TL Max Defl L / 180 TL Actual Defl 1-1305 LL Max Defl L / LL Actual Defl L 1470 Attributes Factual Critical Status Ratio Values Adiustments Loads Section W Shear in' TL Defl in LL Defl 155.67 69.19 0.73 0.48 138.50 27.47 1.24 0.93 OK OK OK OK 89% 40% 59% 51% BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 407 =A Uniform LL: 275 R1 = 3956 R2 = 3956 SPAN = 18.67 FT Uniform and partial uniform loads are lbs. per lineal ft. Z W UO CO C W= J F•' to u-. WO J LL Q Co :3. = Cy W ? F F-- F— O Z F— W5 U� O o F— WW u' O Z: 111 O Z Fb i) Fv (psi) E ' x mil) Fc! (psi) Base Values 1600 190 1.5 560 Base Adjusted 1600 1 90 1.5 560 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 407 =A Uniform LL: 275 R1 = 3956 R2 = 3956 SPAN = 18.67 FT Uniform and partial uniform loads are lbs. per lineal ft. Z W UO CO C W= J F•' to u-. WO J LL Q Co :3. = Cy W ? F F-- F— O Z F— W5 U� O o F— WW u' O Z: 111 O Z 5 MAX CRAWL SPACE GIRDER KEYSTAR C PLAN 0831) Date: 2/16100 BeamChek 2.2 Choice 4x 8 DF-L #2 BASE Fb = 875 ADJ Fb =1138 Conditions '91 NDS Min Bearing Area R1= 2.4 in R2= 2.4 in DL Defl 0.03 in Data Beam Span 7.2 ft Reaction 1 1507 # Reaction 1 LL 1188# Beam Wt per ft 6.17 # Reaction 2 1507 # Reaction 2 LL 1188# Beam Weight 44 # Maximum V 1507 # Max Moment 2713 W Max V (Reduced) 1254 # TL Max Defl L / 360 TL Actual Defl L/608 LL Max Defl L/360 LL Actual Defl L/771 Attributes Actual Critical Status Ratio Values Adjustments Loads Section in' Shear in TL Defl in LL Defl 30.66 25.38 0.14 0.11 28.62 19.80 0.24 0.24 OK OK OK OK 93% 78% 59% 47% BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 413 =A Uniform LL: 330 Uniform Load A R1 =1507 R2 = 1507 SPAN = 7.2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z � W� 0 CO UJ J CO U. WO }} �J U. Q N d �W Z 2 H H O Z H. UJ W . U� O N D H. W ul H �O ui Z H= O Z Fb ') Fv (psi) E i x mil) Fc_► (psi) Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 413 =A Uniform LL: 330 Uniform Load A R1 =1507 R2 = 1507 SPAN = 7.2 FT Uniform and partial uniform loads are Ibs per lineal ft. Z Z � W� 0 CO UJ J CO U. WO }} �J U. Q N d �W Z 2 H H O Z H. UJ W . U� O N D H. W ul H �O ui Z H= O Z TYPICAL CRAWL.SPACE GIRDER KEYSTAR C PLAN l'.1 851,10 1 Date: 2116/00 BeamChek 2.2 Choice 4x 6 DF -L #2 BASE Fb = 675 ADS Fb =1138 Conditions '91 NDS Date mul bearing Area K7= i.t m Kz= i./ in- vL veil u.uz in Beam Span 5.0 ft Reaction 1 1043 # Reaction 1 LL 825 # Beam Wt per ft 4.68 # Reaction 2 1043 # Reaction 2 LL 825 # Beam Weight 23 # Maximum V 1043 # Max Moment 1304'# Max V (Reduced) 852 # TL Max Deft L / 360 TL Actual Dell L/795 LL Max Defl L / 360 LL Actual Deft L / >1000 Attributes Actual Critical Status Ratio Values Adiustments Section ( 3) Shear ( in 2 ) TL Deft in LL Dell 17.65 19.25 0.08 0.06 13.75 13.45 0.17 0.17 OK OK OK OK 78% 70% 45% 36% BeamChek has automatically added the beam self- weight Into the calculations. Loads Uniform TL: 413 =A Uniform LL: 330 M. _ dA1A -- — .— Z UO U) 0 CO w r X CO LL. W O J LL j Z 0 W ' ?H l— O W ~ W, 2 U O CO) D H W U! �. O ui Z U= O Z Fb (psi) Fv (psi) E (psi x mil) Fc! psi Base Values 875 95 1.6 625 Base Adjusted 1138 95 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight Into the calculations. Loads Uniform TL: 413 =A Uniform LL: 330 M. _ dA1A -- — .— Z UO U) 0 CO w r X CO LL. W O J LL j Z 0 W ' ?H l— O W ~ W, 2 U O CO) D H W U! �. O ui Z U= O Z 2001 Washington State Energy Code .2000 Ventilation and.Air Quality Code �,-- .�....,....� � � : x. t>bpartment o rr1�S....ali.:.:.Heat: Types: and Environ en T N 0. 900 Oak A It rnative formats available j Renton, W .J*bingt W OF APPROVED PLANS upon request (206) 296-6* f,��( J2�t N T J0,9 f � t Y , I �VI I" 6 � ' � I ;:� � �P i�NT' NAME: �rrl�Y►r t d p. �8' ,D IQh �3UP1 C UCTION. 'HIS BUJILDIf- a IS NO" 1 !60BF;ACKING NO: GC CI UPI UINT . �sA �I Forms: All Heat Types TJ�J,aY THE GENERA IN1T6V6M 48U'1LD1Pjt; i woeilnai CHECK THI Ft%%C 'fiWM NT OF COMMUNITY DEVELOPMENT JO oQel ❑ Conditioned Sq.Ft. OCCUPANCY: k Single ❑ Multi- family ❑ Number of Units: Family Number Buildings: HEATING FUEL: ❑ Electric ❑ LPG (Propane) Gas ❑ Other Fuels HEATING SYSTEM: jV Forced Air ❑ Room Heaters ❑ Hydronic ❑ Other ally 14 2002 WHOLE HOUSE VENTILATION SYSTEMS ! PLACE A CHECK NEXT TO THE "WHOLE HOUSE VENTILATION SYSTEM" THAT WILL BE USED: Intermittent whole house ventilation using exhaust fans. ( FORM: # VIAQ NOTE: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that communicates with all habitable . rooms and the interior doors are undercut to a minimum of '/2 - inch above the surface of the finish floor covering. CAjY OF TXW p Intermittent whole house ventilation integrated with a forced -air system. (FORM: # VIAQ 3) Al"0*0 ❑ Intermittent whole house ventilation using a supply fan. (F ORM: # VIAQ 4) ❑ Intermittent whole house ventilation using a heat recovery ventilation system. (FORM: #VIAQ 5) qCT -- 8 2002 El Engineered "whole house ventilation system" designed in compliance with section 302, WAC -51 -1 . NOTE: M addition to. the- requited .'wMtiole.house.vertdtation system; "source.specific, exhaust. ventilaU4' W'e E N in�ac kit4 bathroom, water closet, laundry morn, indoor swimming pool, spa, and other rooms where excess wa produced. EXEMPT FROM WHOLE ROUSEVENTILATION SYSTEMS IF APPLICABLE CHECK ONE OF THE FOLLOWING: ❑ Building additions with less than 500 square feet of conditioned floor area. ❑ Replacement of air - handling /conditioning equipment without altering or repairing the associated air distribution system. VAPOR- RETARDER' PLACE A CHECK NEXT TO THE TYPE OF "V FLOOR: ❑ 4 mil Poly ❑ Face Stapled Backed Batts .V Ext. T &G Plywood WALL: ❑ 4 mil Poly ❑ Face Stapled Backed Batts PVA — Paint CEILING: ❑ 4 mil Poly ❑ Face Stapled Backed Batts PVA — Paint Energy Code Changes Effective July 1, 2002 Energy Res submittal Forms AN Heat Types b- res- heatau.pdf 05-16 -2002 P 0 el M t z Z �W 2 D 00 W= CO U _ LU 0 La = F. w z H ZO w w U� ON oI.- LU LU H Z.) �- O W z U= O z 2001 WSEG Chapter 6 C> uaiific r� ForM lone 9 Residential Prescriptive.Opoons.for Heat-Sources o1 ' Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check f the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about`this form. Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. The main advantage is flexibility to juggle indvldual R and U factors as long as an overall maximum value isn't exceeded. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2001 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. CHECK 1One. OFT 1.. . OPT 11 * .. Footnotes O Q Q - Glaiing: Maximum' 'Reference Case 0. Nominal R- values are for wood frame assemblies only or Unlimited assemblies built in accordance with Section 601.1 of floor area t0 12% 15% Group R -3 1. Minimum requirements for each option listed. For Occupancy example, if a proposed design has a glazing ratio to the -. only conditioned floor area of 13%, it shall comply with all of yQ:r �a1 Gtazi the requirements of the 15% glazing option (or higher). U Factor 0.35 0.40 0.40 Proposed designs which cannot meet the speck : Ovdrhead Glazing requirements of a listed option may calculate compliance U- FactoC • 0.58 0.58 0.58 by Chapter 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or Door U4act6? 0.20 0.20 0.20 joist vaulted ceilings. (or ft49060 (R -5) (R -5) (R -5) 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the Ceilings: exterior to a minimum level of R -10, or on the interior to the same level as walls above grade. Exterior insulation with'atfics R -38 R-38 R-38 installed on belowgrade walls shall be a water resistant material, manufactured for its intended use, and installed Vaulted R - 30 R - 30 R - 30 according to the manufacturers specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air lA►alls: ::::. conditions. at�ove 6. Required slab perimeter insulation shall be a water grade. R -15 R -21 R -21 resistant material, manufactured for its intended use, and belovv grade installed according to manufacturer's specifications. See Section 602.4 - interior or R -15 R-21 R -21 7- Not used in climate zone one, 8. Not used in climate zone one. exterior R -10 R -10 R -10 9. Doors, including all fire doors, shall be assigned default u- factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing Floor R -30 R-30 R -30 area (combined vertical + overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section Slab on -grade; R -10 R -10 R -10 502.1.5. 12. Log and slid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Energy Code Changes Effective July 1, 2002 Energy Res Submittal Forms AN Heat Types b- res- heatall.pdf 05- 16.2002 Page 2 of 4 Z Z W 0 (o 0 C0 III J = H CO) LL w iL Q = a �w Z h- W W U� to 0H W W H� tL O W Z U= O Z File: D04 -0068 35mm Drawing #1 -3 PLAN REVIEW /R6UTING SLIP ACTIVITY NUMBER: D04 -068 DATE: 02 -20 -04 PROJECT NAME: BUILD & DESIGN - LOT # SITE ADDRESS: 4024S126 TH STREET X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS". -- 0 � Buildi ision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 02 -24 -04 Complete [d Incomplete ❑ Not Applicable ❑ i Comments: i Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route E� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions [� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03 -23 -04 Not Approved (attach comments) ❑ PERMIT COORD COPY Documents /routing slip,doc 2 -28.02 Y'+.r '.� � .+�1 � Y '.J:t ' \t tJ t r � •etl �tb,i1 u�: �'. z Z UQ Cl) CO W J = cn LL.. w U. rn = a w. z WO W CO U� 0— o �_. W W U_� �O w z P 1 CO z DEPARTMENT OF' ad!--R— - LABOR 'ANb INDUSTkJE8`- REGISTERED, AS PROVIDED BY 4 - LAWKAS'� " rr °CONST,'XO I I t Sri. FFEC " REGISTERED. AS: PROVIDED BY LAW AS! -:7 ­w �C* ON Wb, 11 7 *REG1-ST ,­, # E VFtftIVt,.`D4% 4/21 ' BUILD '&bDESI ON, - :'GROUP; - .':INC PO BOX 9 0 & FALL::C I TY.',,WA 980 24 Lls by DEPARTMENT: OF'=LA* B OR AND INDUSTRIES, Please Remove And Sign Identification Card Before Placing In Billfold : Detach And Display Certificate z Z w 5 00 (0 0 co w F_ LL w LL ca C% LU x Z F_ O W UJ 5 0 w LL —0 z a) X, 0 z i WWA FOR • • Z *45(JL Ar1ON PfR PLAN ' ; JU VATIONS ' ' ; •. '''�► �' W WN 2 2 x 50LV RIM J015T I/ Z" Cl7X PLYVIIn 2% P.T. SLL PLATT W/ 5 x 10" A.P. 090.50 _ w/ 2 "x 2 "x 3/ 16" PLA1E WA5 R5 _ w a 4 OTC , s 12" FROM E N75 4" sexy PM 1 1 = '• �� ' T T1(.�f1' LM�D ' ''' 4" TsG Pl,Wlln. .. r M MI°1`N7LNT or f f NIVLIa7 s GLn Mi. GrM { {� �) •` �-.-- N%L , PM PLAN JOIST ' � _ - - ...._ r -. 6 t& VAPER 0AMR LAPPEt712" M a SEAMS, MUM TO PN7N. WALL - .. , •, �` : _1. ' ' C 2) *4 P45 COW. • T1r 'yP ! �l. 'M • ' FOUNDATION DETAIL 5C.A 4 3 3/ 4" r l' o" 112 GYP. W. , y . I •.. .• r,, ,.'.. WALMON PEIZ NO'fE5 , Y ::�� e►x�a s �. 2x 5fI.17 a 16" OL 2x 50LD RIM J06T ` 1/ 2" GI7K M.YWt7 - D 5/ x 10" A.O. X OR DfS�d. �TXSLL 3%16' w PLAtE WA51'ERS " I " FWM eNP5 OR PER 5HW WAL1.,50f:PILL 4" T&CA PLYM. KIQW LMEI7 NAN.Et7 & QLEt7 am MW PLAM .yt. .1.�.1'• .V.,. T 1 ` ,✓,'' `► x rr "%___ MOOR J015T 1" Pt-MI OAR C,ONT. *4 o a 16 O.C. M . a 5lAJ1A5, 9MNDED TO F*M. WALL � iF"y: .�. • } ,,fir � . r _^ L � 1 -441. 4" FW.I' a 811 ! I (2) *4 BARS COW. - 'fw. FOUNDATION DETAIL 4" • I' 011 v } �VA11O 5 ZA 9w a 16" O:C. 1/ 7 1 CVX PLYYV OR 0.58. +w"' �; , .t • - 2x P.T. SLL PLA1 W/ 5/ 6 "0 1 10" A.O 1 6 " PLATt; WMitR5 �' •' `; a 46 O.C a 12" FROM NP5 *4 w Cora. ` , r�� if. •� tit �:�_ , 411 CONC. 5i.AV * 4 OAI2 a 16 O.C. VERT. Tllf'. w/ W MIN. _ CARAM J.'��''O� , i r • ' ,' EMI. FLL .. ""- - �, �- ;... • 4 5OL It7 PM T1GHf WNW ,• 'r� t :. `" " -•,«�, 6 w V.P. 11 �-�- -- --- ---- -_ 4" PEI?F. FTC. (2) *4% ARS GOPtt. - TYI' • DRAIN GARAGE FOUNDATION p E TA I L FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of R ED & Assuc:►AT�• w plans does not authorize the violation of any X311 2TH MEET EDApNDS, WA 98026 adopted code or ordinance. Receipt of con - traCtor'8 (425)777.2 , copy of approved ns acknowleVed. STR UCT[1RA� � . TH DRAWM HAS B REVMWM MDENM ONL PER n* CALCULATIONS ATTACHED LE MR. AND/OR BY i p� /& - aY: _ DATE ► . ,► , r wE'r c. ,,,1 P mft No. SE PA �TE PERMIT QUIRED FOR. MECHANICAL LECTRICAL LUMSING C3AS PIPING CITY OF TUKVVILA PUILDING DIVISION 01 wo _ 3� • ;:. 1 / 2 11 aw. w : ~ • « 04 LATION PER NOIT5 5/ 8" GWt3 2% 51117 a 16" O.C. 2x 5av 03 M J015f . •hv •• I 2% P.T. 51LL PLATE W/ 5/ 8 11 0 x 10 A.O. Z x 2 x 3 I / I6 PL.ATt; WA5MR5 ^•,•� � '' "' a 48 s 12" FWM eW5 4" T8G PLYH4t7,, NAL, SQ�W,ti Gt.t,E O le r.0a�" on ,' J l WALA?lON PER NOTE5 14 CONC. FLOOR jO19r r PER PLAIN ... w/ 411 MIN. aW4 * 4 OAR 01W +• '' . , = .-- * 4 OAR a 16 O.C. Vw - Tw. ,,� �• 6 ML. VAPt:IZ O/VM LAPPED 12" ; '' .rte' . " • �.- a 5CAM5, EXItNMV TO FN7N WALL Air t �� • - - V o. 1 1,11 A -GARAGE /HOUSE FDN. DTL. t REVIS NO s ort 'tomb 1i�i���K V 1 f vl/ • .•..� �- L = A W41 tea► POWN 4 1 wl A .IC � ��...+�.�. �...1..r..a. ''R ....., �. .� a... „ ,�'„�. j:, ",,,,,a . .,.. a► ..,,i .. :. .... ,... 1v� ~' - 'r., -y _ w ­ ft i Q l u ml Cr 5 C n ( WITS N P51 ) %UP5: ry Fb p. F * 3 or 51U7 G t*e 75 725 1,200,000 J015f, RAf1L'R5: POUGfIR * 2 75 1950 1,400,000 KAM5, FEAVM, LW S, GMaM 5 64" NOMINAL VOI,IG -fle *2 95 875 1,700.000 6" NOA#4k VOWA - #1 85 050 1,700, 000 a '12 LMNNAIRG TIAW.R5 POUG -FIR LARGH ( 16F -V!5) 190 1600 1,500,000 POW A-M LWH ( 24F -V4) 190 2400 1.800.000 PARALLEL 51x** LLW MR M 2900 2,000,000 ZOE PARAIrLA M P% LOApM6: � ROOF: 12 P5F I7EAt7 LOAt7 + 25 P5F L NE Lov 3 i P5F lu ROOF: 20 P5F t7EAt7 LOAP + 25 P5F LIVE LO A 45 P5F FLOOR: 10 P5F MA17 WAl2 + 00 P5F LIVE WV • 51 % P5F CELMIG: 15 P51F t7EAt2 LOAt2 + 10 P5F LW LOAD 15 P% 12E X 5 P5F MIAV LOAt7 + 60 P5F LNE LOAD • 6r P5F WRIOIZ PA�fITION: 7 '' �XTER1oR P/'fITION: 4 P5F J C ODS: LOC. 199' M1 10N m echanical r ' I. FIMPLA 5 SHALL COMPLY WITH 5LC. 4015 .V.I.A.O.C. 2. CLEALMIGI:S FWM COWL 51W5 OF FLEL MNNG APPLIMICb 5KkL COMPLY VVIM 324.1, U.M.G. I% 3. FLEL tll. a? " towAIENT TO learve OUivoOR5 AIR PER 5EC. 70. U.M.G• 4. PI MPLA 5 5HALL WAVE TU'tf P"YWA A.A55 POOR5 & Fla PANU 5. 405 LOIG FOPLAl25 5MALL GOANIVY w/ 5EC. 901, U.M.C. a 40'5. VUAX 6. FLBQa5 TO PE L.A %Ut7 OY MI ArPROVED AGENCY 6, N51'&LLD PER L-15 1W 91CI`IGA1106 B. F 00C L OCATIONS MU51f COMPLY w/ SEC. 315, U.M.C. r 9, APPL*XT5 W&LE0 IN A GARAGE` ML5f tie PIMCM2 Pt" ' VD4CLZ5 IN AGCOMANCE w/ 5EC. JOB, U.ML. M 10, EQWWENT LOCAIEV N A Gr TO W N9 &W2 w/ ru-4 5WOt5 It PUMIZ5 "VAIW PER 5EC. 3018, U.M.C. , ' • 11. APLMM5 TO M 5eOJV Y FA5MNW IN PL.Aa PER W. "A,u.M C• 3 GPM, PeR VN5EC'. •'t c ,; 12. FACTORY OLML.T CHIWEY5 TO M MJ51"A1," PER WCA. s SEC's. B010 U.M.C. 13. PWT5 TO COMPLY W" U.M.C. 5rAWA V NO. 6 -1 14. PWT NJ &LATION TO COMPLY WITH 5EC • 605. U.M.C. t. " 15. WNfLATION VXf5 TO COWLY w/ V.IJA.O.C. 5EC. 302.5 Ii118LS - •�1 i v NO ORK AAVP MA, 0 E ON P1nkIC ►IT • • � r 7• 1 L O Ito' It !� V y 1 s 'r 1 J , E M t� NIT T AUG 14 2402 w J1 I r ? PEFONT CENTER C.M rF T IKWn A F E d 2 0 2404 pEFW CENTER 1 4 I� ^ ♦., i • � • � � 1. y , J 4, r' �.41 A 40 .. _Aa • � � 'J�;� `ate ,, • � •O ;t T `, X � a. r" f' DRAWN BY REVS, ,:?; ►..x Wo ATE ISSUED , 7/26/02 JOB NO• FILE 40. 00001 V . . . t • •- •►�+�•` rf"�,,.•...,.., ' y,, " TC y..i�MYiir r'"C A : C ,,;,I.r' , .l"M.irll/U '41310ifli• • r • !!.� *a N notes roof con5tructlon COMP051T10N 5H NCU5 I** ROO MVG mr ' 71 16 1, PLYVIM7. OR 058 5WC4. w/ "EXIEgIOR" L.AML 1MA55 / RN ER 124" O.G. PER PLAN R - 38 MIr�LLAAGN ( R -30 IN VA LfW CEY.WA5) 1/ 2" G.t7. Ot7. OR 5/ e" GYP. DD. PVA VAPOR PARR Wall COnStrUCtlon 51t7NG PW ELEMT10N5 15 * Ij LPO4CA PAPER OR HOLE WRAF 7116" PLYMIt7. OR 058 5W4, w/ "eXIMIOR" LAML 256 5w a 16" O.C. R -21 OATT MULLAIION 1/ 2" GYP. OD. PVA VAPOR MA AM fl oor - con 41 FMM5H FLOOR 3/ 4" U4 MYWOOp N& S alf 2x JOIS}f5 PER PLMI t P05f & KAJM / M. WALL PER PLAN t' R -30 M15LLAT10N O/ WtAIW SPAf,L5 6 ML. VAPOR O/V?RL`R f note 5 COVES: LOC, 1997 EpITION floor lan not e5 i I . ALL NAL W TO GOWLY w/ LOC TAU 25 -1-0 -1 2. &L FEAT M TO M 4 x 8 t7t. *2 - U.N.O. 3. ALL EXIEWOR WAL45 TO OR 2x6 W/ R -21 MLAfM. i 4. AI.L FRNMW WCNG TO 5A WY Oi Wft 25 UD.C.. PLOCK Al MYWV Et72 *V MW W1 1CW a 6 O L. U.N.O. Tw. AL. W. W ALL 5 S . PLAM 1'Li6 T TO W 8'-1 1 1 U.N.O. 6. PROM 5OLM7 DLOIGICM46 a ALL DEM6 WALL5 1. FIT OLOCK a ALL FLLWW 8. I°Ia0M 26 *. C*kV*&JM 5WX Wf& PLASMIC A POW WWLVM AN7 0001Z5 1W. LAS' DLRxJW PAIR OWR MA9", w 9. 5EE PLANS ANP MAL.5 FoR LLYI m GMm5 *v 10.OMNI R*a, OM. BAAIM00M, MV LA WW ROOM VEN'tL,AYION DUGT5 AMA TO MW 5M001K NON- GOAWWAOLE, NON - SLffAGL Mt7 ALL Si W.L D1: faUM W/ t3 a -t71ZJ f II . CLOIK5 DM e*ik f OW15 %0" NOT ICE A55EWLW WITH AW& 5CWW5 OR Of 1'ElZ FA61ft" A9446 W WCH 9XIVW INTO II'E Vt1GT. 12. ALL S1OWER'5 SI' " WAVE FLOW 051RIGT015 LWKW FLOW TO 2.5 Q'M, PER MCC 13, PROM WATER 099rAlJr G1t1'Si.MA W. OR APPROVEp AT ALL Mf AIWA5. 44. Vt;11fx. fM TO W *4 M ta?AIW 5"MM W/ F05H ASR MWPWW WO TW O M AN FLOW VY At" OF A WMIM0 PA1WIR 15. ALL TOW5 TO PE MAX. 1,6 GALLONS PER FLUSH 16. &,1 V IWOWS fO PE VIMIt, FV WE W/ MISLLMEV 1 ` a A55 W/ U• •50 OR PeTIFT i 17. ■ PeNM5 5OLV PEA" W7ER CONaNMA LOA17. C. M5: W 1 997 I:I21'fION found ab,ion notes I. CONOM -9 TO 19ACH A COMPW55W 91i -NOM OF 2500 PSI AFTER r 26 VAY U5E 5.5 50a5 OF CEMENT PER CU. W. a 6 CAI. • WATER MR 5AGK OF CEAAENT. MAX. 5LUW NOr t0 eXCU12 411 MAX AGGIg1.Iw 151.5'' 2. 00 FOICM�Y 5M 5I'1N.L PE VEI�OR w OAli;5, am 40M Kom A615 � FOR *3 a * 4 OAR5 a GfM 60 FOR * 5 OAg5 PER A%M A615 • VWA Mt? WIM FAVW 5PKL GOW01W TO A5TM A-185 .*V 5H&L CC 6%6 -1M .4x WI.4 Lff OW F11L ME5H AT 5PLa5 5. ALL FOOTINGS fO HAVE A W4VIL M t7" OF 18 PU.OIIA/ FAM511 CIO" 4. ALL FOOTWA5 TO IT% ON FPM V 50L - AM. 2,000 L85. P5F MAO" PIM:55M 5. &L WOOP N C.OWALT WMH C *XXM, MASDwY, OR LIO'05Et7 FARM TO M PW5= MAIW V%MH PI"ERVAcf1VE. 6. 2 11 1 2 "t 51 16 11 M AcfE Wl M 5i' AU K t7 AT AL.L FOLWAi10N 5LL KIM5 N 5E6w ZONE 3 I. VERY All. OVA0606 COWWW IN TI'E FftV 8. PROM IWORW D WJW A5 MUM LF M.1, AEI. CONWCT06 Mn 51MMW.6 WAVE VMN WA A.W. 9. 5M PLAW a Mf&5 FOR LMW W" MD 51Ia,I IUK/ FRMIMVG NOM-5 10. 5 f? FOLN7AATION PER 5W C40NMON5 I I r COATI K1W FL1. 51'I0" CONW OF Y VWLL GZ/ M at*4 K' RAIL. F ft OF OtPGW MAIT'9 l.5 *V 000. PLAGL FLL IN MAX. 8 LOiO% LI`T MD COWACTW TO Aft "X OF MAX. OHMS AT OP wW M06M CONTENT PER AA9fM 17-1557 IE51t mapms rl 5 ' COMS: LOC, 1997 Wt" roof fram WICL rates I. "M7 A MA5 DENOTE 2X PLWIMY FLAMNG OVF* ROOF FLAMING PEI.OW, 2. 0"WWRAAIE WIM TO M 2x4 H.F. * 2 a 24 O.C. %WOML7 a MC 4' O.C. PY P05TW t70M TO IW% OR IW. DEELOW - fW. U.N.O. 3. ■ MN01T5 50LM7 MMW LN7ER CONCMMM W.V. 4. 5EE FRAMIW PLM 5 FOR KAM a W. AM SIZES. , 5. PROVIt2E H OR H-2.5 FRAMWA *XHOR AT EVWy OAF R R*1ER / 'IR *V EVERY RIV?' W IM 15511VIM4' OF CORN0 5 6. IM-65 M51% 51rMfW OY LaN5W WASi*Y. WN 51WT ENa�= TO PE PIaOV 17 FOR RMEW FOR COVE COAN''I.WKZ. 7, ROOF 1Xb5E5 AID TO K 5LPPOMt7 LATEI2.ALLY AT POINf5 OF KA M PAY 5CM ROaC W AN2 AL50 Ajr RM7 , �VA11O 5 ZA 9w a 16" O:C. 1/ 7 1 CVX PLYYV OR 0.58. +w"' �; , .t • - 2x P.T. SLL PLA1 W/ 5/ 6 "0 1 10" A.O 1 6 " PLATt; WMitR5 �' •' `; a 46 O.C a 12" FROM NP5 *4 w Cora. ` , r�� if. •� tit �:�_ , 411 CONC. 5i.AV * 4 OAI2 a 16 O.C. VERT. Tllf'. w/ W MIN. _ CARAM J.'��''O� , i r • ' ,' EMI. FLL .. ""- - �, �- ;... • 4 5OL It7 PM T1GHf WNW ,• 'r� t :. `" " -•,«�, 6 w V.P. 11 �-�- -- --- ---- -_ 4" PEI?F. FTC. (2) *4% ARS GOPtt. - TYI' • DRAIN GARAGE FOUNDATION p E TA I L FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of R ED & Assuc:►AT�• w plans does not authorize the violation of any X311 2TH MEET EDApNDS, WA 98026 adopted code or ordinance. Receipt of con - traCtor'8 (425)777.2 , copy of approved ns acknowleVed. STR UCT[1RA� � . TH DRAWM HAS B REVMWM MDENM ONL PER n* CALCULATIONS ATTACHED LE MR. AND/OR BY i p� /& - aY: _ DATE ► . ,► , r wE'r c. ,,,1 P mft No. SE PA �TE PERMIT QUIRED FOR. MECHANICAL LECTRICAL LUMSING C3AS PIPING CITY OF TUKVVILA PUILDING DIVISION 01 wo _ 3� • ;:. 1 / 2 11 aw. w : ~ • « 04 LATION PER NOIT5 5/ 8" GWt3 2% 51117 a 16" O.C. 2x 5av 03 M J015f . •hv •• I 2% P.T. 51LL PLATE W/ 5/ 8 11 0 x 10 A.O. Z x 2 x 3 I / I6 PL.ATt; WA5MR5 ^•,•� � '' "' a 48 s 12" FWM eW5 4" T8G PLYH4t7,, NAL, SQ�W,ti Gt.t,E O le r.0a�" on ,' J l WALA?lON PER NOTE5 14 CONC. FLOOR jO19r r PER PLAIN ... w/ 411 MIN. aW4 * 4 OAR 01W +• '' . , = .-- * 4 OAR a 16 O.C. Vw - Tw. ,,� �• 6 ML. VAPt:IZ O/VM LAPPED 12" ; '' .rte' . " • �.- a 5CAM5, EXItNMV TO FN7N WALL Air t �� • - - V o. 1 1,11 A -GARAGE /HOUSE FDN. DTL. t REVIS NO s ort 'tomb 1i�i���K V 1 f vl/ • .•..� �- L = A W41 tea► POWN 4 1 wl A .IC � ��...+�.�. �...1..r..a. ''R ....., �. .� a... „ ,�'„�. j:, ",,,,,a . .,.. a► ..,,i .. :. .... ,... 1v� ~' - 'r., -y _ w ­ ft i Q l u ml Cr 5 C n ( WITS N P51 ) %UP5: ry Fb p. F * 3 or 51U7 G t*e 75 725 1,200,000 J015f, RAf1L'R5: POUGfIR * 2 75 1950 1,400,000 KAM5, FEAVM, LW S, GMaM 5 64" NOMINAL VOI,IG -fle *2 95 875 1,700.000 6" NOA#4k VOWA - #1 85 050 1,700, 000 a '12 LMNNAIRG TIAW.R5 POUG -FIR LARGH ( 16F -V!5) 190 1600 1,500,000 POW A-M LWH ( 24F -V4) 190 2400 1.800.000 PARALLEL 51x** LLW MR M 2900 2,000,000 ZOE PARAIrLA M P% LOApM6: � ROOF: 12 P5F I7EAt7 LOAt7 + 25 P5F L NE Lov 3 i P5F lu ROOF: 20 P5F t7EAt7 LOAP + 25 P5F LIVE LO A 45 P5F FLOOR: 10 P5F MA17 WAl2 + 00 P5F LIVE WV • 51 % P5F CELMIG: 15 P51F t7EAt2 LOAt2 + 10 P5F LW LOAD 15 P% 12E X 5 P5F MIAV LOAt7 + 60 P5F LNE LOAD • 6r P5F WRIOIZ PA�fITION: 7 '' �XTER1oR P/'fITION: 4 P5F J C ODS: LOC. 199' M1 10N m echanical r ' I. FIMPLA 5 SHALL COMPLY WITH 5LC. 4015 .V.I.A.O.C. 2. CLEALMIGI:S FWM COWL 51W5 OF FLEL MNNG APPLIMICb 5KkL COMPLY VVIM 324.1, U.M.G. I% 3. FLEL tll. a? " towAIENT TO learve OUivoOR5 AIR PER 5EC. 70. U.M.G• 4. PI MPLA 5 5HALL WAVE TU'tf P"YWA A.A55 POOR5 & Fla PANU 5. 405 LOIG FOPLAl25 5MALL GOANIVY w/ 5EC. 901, U.M.C. a 40'5. VUAX 6. FLBQa5 TO PE L.A %Ut7 OY MI ArPROVED AGENCY 6, N51'&LLD PER L-15 1W 91CI`IGA1106 B. F 00C L OCATIONS MU51f COMPLY w/ SEC. 315, U.M.C. r 9, APPL*XT5 W&LE0 IN A GARAGE` ML5f tie PIMCM2 Pt" ' VD4CLZ5 IN AGCOMANCE w/ 5EC. JOB, U.ML. M 10, EQWWENT LOCAIEV N A Gr TO W N9 &W2 w/ ru-4 5WOt5 It PUMIZ5 "VAIW PER 5EC. 3018, U.M.C. , ' • 11. APLMM5 TO M 5eOJV Y FA5MNW IN PL.Aa PER W. "A,u.M C• 3 GPM, PeR VN5EC'. •'t c ,; 12. FACTORY OLML.T CHIWEY5 TO M MJ51"A1," PER WCA. s SEC's. B010 U.M.C. 13. PWT5 TO COMPLY W" U.M.C. 5rAWA V NO. 6 -1 14. PWT NJ &LATION TO COMPLY WITH 5EC • 605. U.M.C. t. " 15. WNfLATION VXf5 TO COWLY w/ V.IJA.O.C. 5EC. 302.5 Ii118LS - •�1 i v NO ORK AAVP MA, 0 E ON P1nkIC ►IT • • � r 7• 1 L O Ito' It !� V y 1 s 'r 1 J , E M t� NIT T AUG 14 2402 w J1 I r ? PEFONT CENTER C.M rF T IKWn A F E d 2 0 2404 pEFW CENTER 1 4 I� ^ ♦., i • � • � � 1. y , J 4, r' �.41 A 40 .. _Aa • � � 'J�;� `ate ,, • � •O ;t T `, X � a. r" f' DRAWN BY REVS, ,:?; ►..x Wo ATE ISSUED , 7/26/02 JOB NO• FILE 40. 00001 V . . . t • •- •►�+�•` rf"�,,.•...,.., ' y,, " TC y..i�MYiir r'"C A : C ,,;,I.r' , .l"M.irll/U '41310ifli• • r • !!.� *a N notes roof con5tructlon COMP051T10N 5H NCU5 I** ROO MVG mr ' 71 16 1, PLYVIM7. OR 058 5WC4. w/ "EXIEgIOR" L.AML 1MA55 / RN ER 124" O.G. PER PLAN R - 38 MIr�LLAAGN ( R -30 IN VA LfW CEY.WA5) 1/ 2" G.t7. Ot7. OR 5/ e" GYP. DD. PVA VAPOR PARR Wall COnStrUCtlon 51t7NG PW ELEMT10N5 15 * Ij LPO4CA PAPER OR HOLE WRAF 7116" PLYMIt7. OR 058 5W4, w/ "eXIMIOR" LAML 256 5w a 16" O.C. R -21 OATT MULLAIION 1/ 2" GYP. OD. PVA VAPOR MA AM fl oor - con 41 FMM5H FLOOR 3/ 4" U4 MYWOOp N& S alf 2x JOIS}f5 PER PLMI t P05f & KAJM / M. WALL PER PLAN t' R -30 M15LLAT10N O/ WtAIW SPAf,L5 6 ML. VAPOR O/V?RL`R f note 5 COVES: LOC, 1997 EpITION floor lan not e5 i I . ALL NAL W TO GOWLY w/ LOC TAU 25 -1-0 -1 2. &L FEAT M TO M 4 x 8 t7t. *2 - U.N.O. 3. ALL EXIEWOR WAL45 TO OR 2x6 W/ R -21 MLAfM. i 4. AI.L FRNMW WCNG TO 5A WY Oi Wft 25 UD.C.. PLOCK Al MYWV Et72 *V MW W1 1CW a 6 O L. U.N.O. Tw. AL. W. W ALL 5 S . PLAM 1'Li6 T TO W 8'-1 1 1 U.N.O. 6. PROM 5OLM7 DLOIGICM46 a ALL DEM6 WALL5 1. FIT OLOCK a ALL FLLWW 8. I°Ia0M 26 *. C*kV*&JM 5WX Wf& PLASMIC A POW WWLVM AN7 0001Z5 1W. LAS' DLRxJW PAIR OWR MA9", w 9. 5EE PLANS ANP MAL.5 FoR LLYI m GMm5 *v 10.OMNI R*a, OM. BAAIM00M, MV LA WW ROOM VEN'tL,AYION DUGT5 AMA TO MW 5M001K NON- GOAWWAOLE, NON - SLffAGL Mt7 ALL Si W.L D1: faUM W/ t3 a -t71ZJ f II . CLOIK5 DM e*ik f OW15 %0" NOT ICE A55EWLW WITH AW& 5CWW5 OR Of 1'ElZ FA61ft" A9446 W WCH 9XIVW INTO II'E Vt1GT. 12. ALL S1OWER'5 SI' " WAVE FLOW 051RIGT015 LWKW FLOW TO 2.5 Q'M, PER MCC 13, PROM WATER 099rAlJr G1t1'Si.MA W. OR APPROVEp AT ALL Mf AIWA5. 44. Vt;11fx. fM TO W *4 M ta?AIW 5"MM W/ F05H ASR MWPWW WO TW O M AN FLOW VY At" OF A WMIM0 PA1WIR 15. ALL TOW5 TO PE MAX. 1,6 GALLONS PER FLUSH 16. &,1 V IWOWS fO PE VIMIt, FV WE W/ MISLLMEV 1 ` a A55 W/ U• •50 OR PeTIFT i 17. ■ PeNM5 5OLV PEA" W7ER CONaNMA LOA17. C. M5: W 1 997 I:I21'fION found ab,ion notes I. CONOM -9 TO 19ACH A COMPW55W 91i -NOM OF 2500 PSI AFTER r 26 VAY U5E 5.5 50a5 OF CEMENT PER CU. W. a 6 CAI. • WATER MR 5AGK OF CEAAENT. MAX. 5LUW NOr t0 eXCU12 411 MAX AGGIg1.Iw 151.5'' 2. 00 FOICM�Y 5M 5I'1N.L PE VEI�OR w OAli;5, am 40M Kom A615 � FOR *3 a * 4 OAR5 a GfM 60 FOR * 5 OAg5 PER A%M A615 • VWA Mt? WIM FAVW 5PKL GOW01W TO A5TM A-185 .*V 5H&L CC 6%6 -1M .4x WI.4 Lff OW F11L ME5H AT 5PLa5 5. ALL FOOTINGS fO HAVE A W4VIL M t7" OF 18 PU.OIIA/ FAM511 CIO" 4. ALL FOOTWA5 TO IT% ON FPM V 50L - AM. 2,000 L85. P5F MAO" PIM:55M 5. &L WOOP N C.OWALT WMH C *XXM, MASDwY, OR LIO'05Et7 FARM TO M PW5= MAIW V%MH PI"ERVAcf1VE. 6. 2 11 1 2 "t 51 16 11 M AcfE Wl M 5i' AU K t7 AT AL.L FOLWAi10N 5LL KIM5 N 5E6w ZONE 3 I. VERY All. OVA0606 COWWW IN TI'E FftV 8. PROM IWORW D WJW A5 MUM LF M.1, AEI. CONWCT06 Mn 51MMW.6 WAVE VMN WA A.W. 9. 5M PLAW a Mf&5 FOR LMW W" MD 51Ia,I IUK/ FRMIMVG NOM-5 10. 5 f? FOLN7AATION PER 5W C40NMON5 I I r COATI K1W FL1. 51'I0" CONW OF Y VWLL GZ/ M at*4 K' RAIL. F ft OF OtPGW MAIT'9 l.5 *V 000. PLAGL FLL IN MAX. 8 LOiO% LI`T MD COWACTW TO Aft "X OF MAX. OHMS AT OP wW M06M CONTENT PER AA9fM 17-1557 IE51t mapms rl 5 ' COMS: LOC, 1997 Wt" roof fram WICL rates I. "M7 A MA5 DENOTE 2X PLWIMY FLAMNG OVF* ROOF FLAMING PEI.OW, 2. 0"WWRAAIE WIM TO M 2x4 H.F. * 2 a 24 O.C. %WOML7 a MC 4' O.C. PY P05TW t70M TO IW% OR IW. DEELOW - fW. U.N.O. 3. ■ MN01T5 50LM7 MMW LN7ER CONCMMM W.V. 4. 5EE FRAMIW PLM 5 FOR KAM a W. AM SIZES. , 5. PROVIt2E H OR H-2.5 FRAMWA *XHOR AT EVWy OAF R R*1ER / 'IR *V EVERY RIV?' W IM 15511VIM4' OF CORN0 5 6. IM-65 M51% 51rMfW OY LaN5W WASi*Y. WN 51WT ENa�= TO PE PIaOV 17 FOR RMEW FOR COVE COAN''I.WKZ. 7, ROOF 1Xb5E5 AID TO K 5LPPOMt7 LATEI2.ALLY AT POINf5 OF KA M PAY 5CM ROaC W AN2 AL50 Ajr RM7 , FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of R ED & Assuc:►AT�• w plans does not authorize the violation of any X311 2TH MEET EDApNDS, WA 98026 adopted code or ordinance. Receipt of con - traCtor'8 (425)777.2 , copy of approved ns acknowleVed. STR UCT[1RA� � . TH DRAWM HAS B REVMWM MDENM ONL PER n* CALCULATIONS ATTACHED LE MR. AND/OR BY i p� /& - aY: _ DATE ► . ,► , r wE'r c. ,,,1 P mft No. SE PA �TE PERMIT QUIRED FOR. MECHANICAL LECTRICAL LUMSING C3AS PIPING CITY OF TUKVVILA PUILDING DIVISION 01 wo _ 3� • ;:. 1 / 2 11 aw. w : ~ • « 04 LATION PER NOIT5 5/ 8" GWt3 2% 51117 a 16" O.C. 2x 5av 03 M J015f . •hv •• I 2% P.T. 51LL PLATE W/ 5/ 8 11 0 x 10 A.O. Z x 2 x 3 I / I6 PL.ATt; WA5MR5 ^•,•� � '' "' a 48 s 12" FWM eW5 4" T8G PLYH4t7,, NAL, SQ�W,ti Gt.t,E O le r.0a�" on ,' J l WALA?lON PER NOTE5 14 CONC. FLOOR jO19r r PER PLAIN ... w/ 411 MIN. aW4 * 4 OAR 01W +• '' . , = .-- * 4 OAR a 16 O.C. Vw - Tw. ,,� �• 6 ML. VAPt:IZ O/VM LAPPED 12" ; '' .rte' . " • �.- a 5CAM5, EXItNMV TO FN7N WALL Air t �� • - - V o. 1 1,11 A -GARAGE /HOUSE FDN. DTL. t REVIS NO s ort 'tomb 1i�i���K V 1 f vl/ • .•..� �- L = A W41 tea► POWN 4 1 wl A .IC � ��...+�.�. �...1..r..a. ''R ....., �. .� a... „ ,�'„�. j:, ",,,,,a . .,.. a► ..,,i .. :. .... ,... 1v� ~' - 'r., -y _ w ­ ft i Q l u ml Cr 5 C n ( WITS N P51 ) %UP5: ry Fb p. F * 3 or 51U7 G t*e 75 725 1,200,000 J015f, RAf1L'R5: POUGfIR * 2 75 1950 1,400,000 KAM5, FEAVM, LW S, GMaM 5 64" NOMINAL VOI,IG -fle *2 95 875 1,700.000 6" NOA#4k VOWA - #1 85 050 1,700, 000 a '12 LMNNAIRG TIAW.R5 POUG -FIR LARGH ( 16F -V!5) 190 1600 1,500,000 POW A-M LWH ( 24F -V4) 190 2400 1.800.000 PARALLEL 51x** LLW MR M 2900 2,000,000 ZOE PARAIrLA M P% LOApM6: � ROOF: 12 P5F I7EAt7 LOAt7 + 25 P5F L NE Lov 3 i P5F lu ROOF: 20 P5F t7EAt7 LOAP + 25 P5F LIVE LO A 45 P5F FLOOR: 10 P5F MA17 WAl2 + 00 P5F LIVE WV • 51 % P5F CELMIG: 15 P51F t7EAt2 LOAt2 + 10 P5F LW LOAD 15 P% 12E X 5 P5F MIAV LOAt7 + 60 P5F LNE LOAD • 6r P5F WRIOIZ PA�fITION: 7 '' �XTER1oR P/'fITION: 4 P5F J C ODS: LOC. 199' M1 10N m echanical r ' I. FIMPLA 5 SHALL COMPLY WITH 5LC. 4015 .V.I.A.O.C. 2. CLEALMIGI:S FWM COWL 51W5 OF FLEL MNNG APPLIMICb 5KkL COMPLY VVIM 324.1, U.M.G. I% 3. FLEL tll. a? " towAIENT TO learve OUivoOR5 AIR PER 5EC. 70. U.M.G• 4. PI MPLA 5 5HALL WAVE TU'tf P"YWA A.A55 POOR5 & Fla PANU 5. 405 LOIG FOPLAl25 5MALL GOANIVY w/ 5EC. 901, U.M.C. a 40'5. VUAX 6. FLBQa5 TO PE L.A %Ut7 OY MI ArPROVED AGENCY 6, N51'&LLD PER L-15 1W 91CI`IGA1106 B. F 00C L OCATIONS MU51f COMPLY w/ SEC. 315, U.M.C. r 9, APPL*XT5 W&LE0 IN A GARAGE` ML5f tie PIMCM2 Pt" ' VD4CLZ5 IN AGCOMANCE w/ 5EC. JOB, U.ML. M 10, EQWWENT LOCAIEV N A Gr TO W N9 &W2 w/ ru-4 5WOt5 It PUMIZ5 "VAIW PER 5EC. 3018, U.M.C. , ' • 11. APLMM5 TO M 5eOJV Y FA5MNW IN PL.Aa PER W. "A,u.M C• 3 GPM, PeR VN5EC'. •'t c ,; 12. FACTORY OLML.T CHIWEY5 TO M MJ51"A1," PER WCA. s SEC's. B010 U.M.C. 13. PWT5 TO COMPLY W" U.M.C. 5rAWA V NO. 6 -1 14. PWT NJ &LATION TO COMPLY WITH 5EC • 605. U.M.C. t. " 15. WNfLATION VXf5 TO COWLY w/ V.IJA.O.C. 5EC. 302.5 Ii118LS - •�1 i v NO ORK AAVP MA, 0 E ON P1nkIC ►IT • • � r 7• 1 L O Ito' It !� V y 1 s 'r 1 J , E M t� NIT T AUG 14 2402 w J1 I r ? PEFONT CENTER C.M rF T IKWn A F E d 2 0 2404 pEFW CENTER 1 4 I� ^ ♦., i • � • � � 1. y , J 4, r' �.41 A 40 .. _Aa • � � 'J�;� `ate ,, • � •O ;t T `, X � a. r" f' DRAWN BY REVS, ,:?; ►..x Wo ATE ISSUED , 7/26/02 JOB NO• FILE 40. 00001 V . . . t • •- •►�+�•` rf"�,,.•...,.., ' y,, " TC y..i�MYiir r'"C A : C ,,;,I.r' , .l"M.irll/U '41310ifli• • r • !!.� *a N notes roof con5tructlon COMP051T10N 5H NCU5 I** ROO MVG mr ' 71 16 1, PLYVIM7. OR 058 5WC4. w/ "EXIEgIOR" L.AML 1MA55 / RN ER 124" O.G. PER PLAN R - 38 MIr�LLAAGN ( R -30 IN VA LfW CEY.WA5) 1/ 2" G.t7. Ot7. OR 5/ e" GYP. DD. PVA VAPOR PARR Wall COnStrUCtlon 51t7NG PW ELEMT10N5 15 * Ij LPO4CA PAPER OR HOLE WRAF 7116" PLYMIt7. OR 058 5W4, w/ "eXIMIOR" LAML 256 5w a 16" O.C. R -21 OATT MULLAIION 1/ 2" GYP. OD. PVA VAPOR MA AM fl oor - con 41 FMM5H FLOOR 3/ 4" U4 MYWOOp N& S alf 2x JOIS}f5 PER PLMI t P05f & KAJM / M. WALL PER PLAN t' R -30 M15LLAT10N O/ WtAIW SPAf,L5 6 ML. VAPOR O/V?RL`R f note 5 COVES: LOC, 1997 EpITION floor lan not e5 i I . ALL NAL W TO GOWLY w/ LOC TAU 25 -1-0 -1 2. &L FEAT M TO M 4 x 8 t7t. *2 - U.N.O. 3. ALL EXIEWOR WAL45 TO OR 2x6 W/ R -21 MLAfM. i 4. AI.L FRNMW WCNG TO 5A WY Oi Wft 25 UD.C.. PLOCK Al MYWV Et72 *V MW W1 1CW a 6 O L. U.N.O. Tw. AL. W. W ALL 5 S . PLAM 1'Li6 T TO W 8'-1 1 1 U.N.O. 6. PROM 5OLM7 DLOIGICM46 a ALL DEM6 WALL5 1. FIT OLOCK a ALL FLLWW 8. I°Ia0M 26 *. C*kV*&JM 5WX Wf& PLASMIC A POW WWLVM AN7 0001Z5 1W. LAS' DLRxJW PAIR OWR MA9", w 9. 5EE PLANS ANP MAL.5 FoR LLYI m GMm5 *v 10.OMNI R*a, OM. BAAIM00M, MV LA WW ROOM VEN'tL,AYION DUGT5 AMA TO MW 5M001K NON- GOAWWAOLE, NON - SLffAGL Mt7 ALL Si W.L D1: faUM W/ t3 a -t71ZJ f II . CLOIK5 DM e*ik f OW15 %0" NOT ICE A55EWLW WITH AW& 5CWW5 OR Of 1'ElZ FA61ft" A9446 W WCH 9XIVW INTO II'E Vt1GT. 12. ALL S1OWER'5 SI' " WAVE FLOW 051RIGT015 LWKW FLOW TO 2.5 Q'M, PER MCC 13, PROM WATER 099rAlJr G1t1'Si.MA W. OR APPROVEp AT ALL Mf AIWA5. 44. Vt;11fx. fM TO W *4 M ta?AIW 5"MM W/ F05H ASR MWPWW WO TW O M AN FLOW VY At" OF A WMIM0 PA1WIR 15. ALL TOW5 TO PE MAX. 1,6 GALLONS PER FLUSH 16. &,1 V IWOWS fO PE VIMIt, FV WE W/ MISLLMEV 1 ` a A55 W/ U• •50 OR PeTIFT i 17. ■ PeNM5 5OLV PEA" W7ER CONaNMA LOA17. C. M5: W 1 997 I:I21'fION found ab,ion notes I. CONOM -9 TO 19ACH A COMPW55W 91i -NOM OF 2500 PSI AFTER r 26 VAY U5E 5.5 50a5 OF CEMENT PER CU. W. a 6 CAI. • WATER MR 5AGK OF CEAAENT. MAX. 5LUW NOr t0 eXCU12 411 MAX AGGIg1.Iw 151.5'' 2. 00 FOICM�Y 5M 5I'1N.L PE VEI�OR w OAli;5, am 40M Kom A615 � FOR *3 a * 4 OAR5 a GfM 60 FOR * 5 OAg5 PER A%M A615 • VWA Mt? WIM FAVW 5PKL GOW01W TO A5TM A-185 .*V 5H&L CC 6%6 -1M .4x WI.4 Lff OW F11L ME5H AT 5PLa5 5. ALL FOOTINGS fO HAVE A W4VIL M t7" OF 18 PU.OIIA/ FAM511 CIO" 4. ALL FOOTWA5 TO IT% ON FPM V 50L - AM. 2,000 L85. P5F MAO" PIM:55M 5. &L WOOP N C.OWALT WMH C *XXM, MASDwY, OR LIO'05Et7 FARM TO M PW5= MAIW V%MH PI"ERVAcf1VE. 6. 2 11 1 2 "t 51 16 11 M AcfE Wl M 5i' AU K t7 AT AL.L FOLWAi10N 5LL KIM5 N 5E6w ZONE 3 I. VERY All. OVA0606 COWWW IN TI'E FftV 8. PROM IWORW D WJW A5 MUM LF M.1, AEI. CONWCT06 Mn 51MMW.6 WAVE VMN WA A.W. 9. 5M PLAW a Mf&5 FOR LMW W" MD 51Ia,I IUK/ FRMIMVG NOM-5 10. 5 f? FOLN7AATION PER 5W C40NMON5 I I r COATI K1W FL1. 51'I0" CONW OF Y VWLL GZ/ M at*4 K' RAIL. F ft OF OtPGW MAIT'9 l.5 *V 000. PLAGL FLL IN MAX. 8 LOiO% LI`T MD COWACTW TO Aft "X OF MAX. OHMS AT OP wW M06M CONTENT PER AA9fM 17-1557 IE51t mapms rl 5 ' COMS: LOC, 1997 Wt" roof fram WICL rates I. "M7 A MA5 DENOTE 2X PLWIMY FLAMNG OVF* ROOF FLAMING PEI.OW, 2. 0"WWRAAIE WIM TO M 2x4 H.F. * 2 a 24 O.C. %WOML7 a MC 4' O.C. PY P05TW t70M TO IW% OR IW. DEELOW - fW. U.N.O. 3. ■ MN01T5 50LM7 MMW LN7ER CONCMMM W.V. 4. 5EE FRAMIW PLM 5 FOR KAM a W. AM SIZES. , 5. PROVIt2E H OR H-2.5 FRAMWA *XHOR AT EVWy OAF R R*1ER / 'IR *V EVERY RIV?' W IM 15511VIM4' OF CORN0 5 6. IM-65 M51% 51rMfW OY LaN5W WASi*Y. WN 51WT ENa�= TO PE PIaOV 17 FOR RMEW FOR COVE COAN''I.WKZ. 7, ROOF 1Xb5E5 AID TO K 5LPPOMt7 LATEI2.ALLY AT POINf5 OF KA M PAY 5CM ROaC W AN2 AL50 Ajr RM7 , J C ODS: LOC. 199' M1 10N m echanical r ' I. FIMPLA 5 SHALL COMPLY WITH 5LC. 4015 .V.I.A.O.C. 2. CLEALMIGI:S FWM COWL 51W5 OF FLEL MNNG APPLIMICb 5KkL COMPLY VVIM 324.1, U.M.G. I% 3. FLEL tll. a? " towAIENT TO learve OUivoOR5 AIR PER 5EC. 70. U.M.G• 4. PI MPLA 5 5HALL WAVE TU'tf P"YWA A.A55 POOR5 & Fla PANU 5. 405 LOIG FOPLAl25 5MALL GOANIVY w/ 5EC. 901, U.M.C. a 40'5. VUAX 6. FLBQa5 TO PE L.A %Ut7 OY MI ArPROVED AGENCY 6, N51'&LLD PER L-15 1W 91CI`IGA1106 B. F 00C L OCATIONS MU51f COMPLY w/ SEC. 315, U.M.C. r 9, APPL*XT5 W&LE0 IN A GARAGE` ML5f tie PIMCM2 Pt" ' VD4CLZ5 IN AGCOMANCE w/ 5EC. JOB, U.ML. M 10, EQWWENT LOCAIEV N A Gr TO W N9 &W2 w/ ru-4 5WOt5 It PUMIZ5 "VAIW PER 5EC. 3018, U.M.C. , ' • 11. APLMM5 TO M 5eOJV Y FA5MNW IN PL.Aa PER W. "A,u.M C• 3 GPM, PeR VN5EC'. •'t c ,; 12. FACTORY OLML.T CHIWEY5 TO M MJ51"A1," PER WCA. s SEC's. B010 U.M.C. 13. PWT5 TO COMPLY W" U.M.C. 5rAWA V NO. 6 -1 14. PWT NJ &LATION TO COMPLY WITH 5EC • 605. U.M.C. t. " 15. WNfLATION VXf5 TO COWLY w/ V.IJA.O.C. 5EC. 302.5 Ii118LS - •�1 i v NO ORK AAVP MA, 0 E ON P1nkIC ►IT • • � r 7• 1 L O Ito' It !� V y 1 s 'r 1 J , E M t� NIT T AUG 14 2402 w J1 I r ? PEFONT CENTER C.M rF T IKWn A F E d 2 0 2404 pEFW CENTER 1 4 I� ^ ♦., i • � • � � 1. y , J 4, r' �.41 A 40 .. _Aa • � � 'J�;� `ate ,, • � •O ;t T `, X � a. r" f' DRAWN BY REVS, ,:?; ►..x Wo ATE ISSUED , 7/26/02 JOB NO• FILE 40. 00001 V . . . t • •- •►�+�•` rf"�,,.•...,.., ' y,, " TC y..i�MYiir r'"C A : C ,,;,I.r' , .l"M.irll/U '41310ifli• • r • !!.� *a N notes roof con5tructlon COMP051T10N 5H NCU5 I** ROO MVG mr ' 71 16 1, PLYVIM7. OR 058 5WC4. w/ "EXIEgIOR" L.AML 1MA55 / RN ER 124" O.G. PER PLAN R - 38 MIr�LLAAGN ( R -30 IN VA LfW CEY.WA5) 1/ 2" G.t7. Ot7. OR 5/ e" GYP. DD. PVA VAPOR PARR Wall COnStrUCtlon 51t7NG PW ELEMT10N5 15 * Ij LPO4CA PAPER OR HOLE WRAF 7116" PLYMIt7. OR 058 5W4, w/ "eXIMIOR" LAML 256 5w a 16" O.C. R -21 OATT MULLAIION 1/ 2" GYP. OD. PVA VAPOR MA AM fl oor - con 41 FMM5H FLOOR 3/ 4" U4 MYWOOp N& S alf 2x JOIS}f5 PER PLMI t P05f & KAJM / M. WALL PER PLAN t' R -30 M15LLAT10N O/ WtAIW SPAf,L5 6 ML. VAPOR O/V?RL`R f note 5 COVES: LOC, 1997 EpITION floor lan not e5 i I . ALL NAL W TO GOWLY w/ LOC TAU 25 -1-0 -1 2. &L FEAT M TO M 4 x 8 t7t. *2 - U.N.O. 3. ALL EXIEWOR WAL45 TO OR 2x6 W/ R -21 MLAfM. i 4. AI.L FRNMW WCNG TO 5A WY Oi Wft 25 UD.C.. PLOCK Al MYWV Et72 *V MW W1 1CW a 6 O L. U.N.O. Tw. AL. W. W ALL 5 S . PLAM 1'Li6 T TO W 8'-1 1 1 U.N.O. 6. PROM 5OLM7 DLOIGICM46 a ALL DEM6 WALL5 1. FIT OLOCK a ALL FLLWW 8. I°Ia0M 26 *. C*kV*&JM 5WX Wf& PLASMIC A POW WWLVM AN7 0001Z5 1W. LAS' DLRxJW PAIR OWR MA9", w 9. 5EE PLANS ANP MAL.5 FoR LLYI m GMm5 *v 10.OMNI R*a, OM. BAAIM00M, MV LA WW ROOM VEN'tL,AYION DUGT5 AMA TO MW 5M001K NON- GOAWWAOLE, NON - SLffAGL Mt7 ALL Si W.L D1: faUM W/ t3 a -t71ZJ f II . CLOIK5 DM e*ik f OW15 %0" NOT ICE A55EWLW WITH AW& 5CWW5 OR Of 1'ElZ FA61ft" A9446 W WCH 9XIVW INTO II'E Vt1GT. 12. ALL S1OWER'5 SI' " WAVE FLOW 051RIGT015 LWKW FLOW TO 2.5 Q'M, PER MCC 13, PROM WATER 099rAlJr G1t1'Si.MA W. OR APPROVEp AT ALL Mf AIWA5. 44. Vt;11fx. fM TO W *4 M ta?AIW 5"MM W/ F05H ASR MWPWW WO TW O M AN FLOW VY At" OF A WMIM0 PA1WIR 15. ALL TOW5 TO PE MAX. 1,6 GALLONS PER FLUSH 16. &,1 V IWOWS fO PE VIMIt, FV WE W/ MISLLMEV 1 ` a A55 W/ U• •50 OR PeTIFT i 17. ■ PeNM5 5OLV PEA" W7ER CONaNMA LOA17. C. M5: W 1 997 I:I21'fION found ab,ion notes I. CONOM -9 TO 19ACH A COMPW55W 91i -NOM OF 2500 PSI AFTER r 26 VAY U5E 5.5 50a5 OF CEMENT PER CU. W. a 6 CAI. • WATER MR 5AGK OF CEAAENT. MAX. 5LUW NOr t0 eXCU12 411 MAX AGGIg1.Iw 151.5'' 2. 00 FOICM�Y 5M 5I'1N.L PE VEI�OR w OAli;5, am 40M Kom A615 � FOR *3 a * 4 OAR5 a GfM 60 FOR * 5 OAg5 PER A%M A615 • VWA Mt? WIM FAVW 5PKL GOW01W TO A5TM A-185 .*V 5H&L CC 6%6 -1M .4x WI.4 Lff OW F11L ME5H AT 5PLa5 5. ALL FOOTINGS fO HAVE A W4VIL M t7" OF 18 PU.OIIA/ FAM511 CIO" 4. ALL FOOTWA5 TO IT% ON FPM V 50L - AM. 2,000 L85. P5F MAO" PIM:55M 5. &L WOOP N C.OWALT WMH C *XXM, MASDwY, OR LIO'05Et7 FARM TO M PW5= MAIW V%MH PI"ERVAcf1VE. 6. 2 11 1 2 "t 51 16 11 M AcfE Wl M 5i' AU K t7 AT AL.L FOLWAi10N 5LL KIM5 N 5E6w ZONE 3 I. VERY All. OVA0606 COWWW IN TI'E FftV 8. PROM IWORW D WJW A5 MUM LF M.1, AEI. CONWCT06 Mn 51MMW.6 WAVE VMN WA A.W. 9. 5M PLAW a Mf&5 FOR LMW W" MD 51Ia,I IUK/ FRMIMVG NOM-5 10. 5 f? FOLN7AATION PER 5W C40NMON5 I I r COATI K1W FL1. 51'I0" CONW OF Y VWLL GZ/ M at*4 K' RAIL. F ft OF OtPGW MAIT'9 l.5 *V 000. PLAGL FLL IN MAX. 8 LOiO% LI`T MD COWACTW TO Aft "X OF MAX. 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"�T ^,� � •y 'r' 1 •, ,' �a.w:R,tl ,. w �' 1.; .s. ..• '.'�M .. f a �1_ V NOL015 .11- � � M r.•_V '. vrw4.r. +w+.w,.r.. s,.: •.r. Y' • „ '' ...n�..� .- N.+ ♦ . .rl.. -,. �I[••• . t- t .� �n-.+ Ir+' r""+'. i. �,'..• ar: �w. ws- �« a•.•. a+ rtrR ►.+fwr.v«.�rrq,�,:�frd1•V1v'� tea►- �����a"i�.wiix.�+T"':... do No •. 118 /1 r�5 w ' + "' °• •"T ��Gdx3 M9 � 9N'OIC del ''" � ' �•�. �S LWA111 I NO�VAA11 Wa .._ it tr ~ 9I\ I.�00a 1 1011150c iV4 t k i . t Y 11'x,/ • •. � 19/1 NOLWAAI .� 7a 5S r C�i Cx/ SS xj 1 !I` ,'� it .�,li'�� .r ,,t 71- tt7l J0 ill Z10 ' R / Ito NO [IVA I I I A A : ' .►• � Ty f y am' • - � , �• •1• >,- ' �► �. .► x.41' i le . , AT: It , .• �• � • ..,� :. • , ,, . r � ,. . . \ � � t o K' I �` • v�• •� . Al SAIIA 911" V. mom 9NI�1�3Q •QMJ.�d 9 � 1 .t� /� /M r �;•� -fir � r ' '70 „ N]H'�WN _ 9NINICI 9NIX)30 QMJ►�d 9 1 1 .b /E /W 9 x91 ® r•� 111 +/ %~ 1�: I $:! I w . 1 b31 bbbe bOddA -� �1 ti y • f ti 9N NV F_TJ[1 I I 0I" F1 . 9Ni` X' (31109 ddS SI`d NIW .1 /M • r dll 8G -N SYl ZI f 19 lei Y . ti � I• 1N]/\ 3c)(1 a 11 or J . �••X.tN .M4`1 i'11r.�r���V• a y eJ.SYf{lM ' ••�• •,• •Y. • i s, + t GENERAL CONSTRUCTION NOTES: • 1+ All workmanship and materials shall conform to the the city of Tukwila Inf rastructure Design & Coa.tru Standards (1094) and the Kind County w ater JOINTS IN FILTER FABRIC SHALL BE SPLICED Z" X Z" BY 14 GA. WIRE OR AT POSTS. USE STAPLES, WIRE R INGS, OR E QU IVALENT, IF STANDARD LEGAL .,DESCRIPTION ; Desi n Manual (1998) EQUIVALENT TO ATTACH FABRIC TO POSTS. STRENGTH FABRIC USED FILTER F f 2. work shall conf or to these drands and the Rules and Regulations of the '"Washington State Department of Transportation (wSDOT /APWA Standard Specifications for "Road, Bridge, and Municipal Construction" latest edition, except where supplemented or modified by The City of Tukwila PARCEL, C r ethir Infrastructure Des and Construction Standards. 2"X4 h WOOD POSTS,STEEL 3. The contractor is required to have a copy of the City of Tukwila Infrastructure Design and Construction Standards available at the job site FENCE P05TS,REBAR OR ..: Lot d, Block 1, Squlre's replat of part of tract 33,Riverside Interurban Tracts, aecordiad to along with a copy of the approved construction plans EQUIVALENT. the plat therof recorded in volume 20 of plats, p e(s) 100, in IMM County Washington adjoining; and ad; 4. Apra— construction meeting shall be required prior to any on --site work for all Public Facility Extension Projects. � � to g with all vacated South 126th Street ad j 6. Locations shown for existing utilites are approximate. Identification,location marking and responsibility for underground facilities or utilities is overned by the provisions of Capter 19.122 Revised Code of Washington. Prior to starting construction, the contractor shall call one —cell PARCE D (i —%00- 424 -5555) aior utility locations (water, sanitary sewer, storm newer, gas, poor, telephone and television). 6. The conctractor is cautioned that overhead electrical lines are not shown on the drawing. The conctraetor is responsible for determining the IrW � INIMUM 6 "x6"TRENCH hot 7 , Block 1, Squire's replat of part of tract 33,Riverside Interurban Tracts, according to extent of any hazard created by overhead electrical power in all areas and shall follow procedures during construction as required by law and regulation. POST SPACING MAY BE INCREASED TO 8 BACKFILL TRENCH WITH th lat therof recorded in volume 20 of plats, e(s) 100, in King County Washington p 7. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and .5" WASHED tog ether with all vacated South 126th Street adjo IF WIRE BACKING IS USED 3 4 " - ; and all equipment used will be subject to then app of the City f Tukwila. Contracots and their rety shall be liable for injuries and dam ages ca NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED G VEL .r r ,; r • „ 4 to p esos and pro suffered because of contractors opera su tions or negligence connected with the. ALONG CONTOUR WHENEVER POSSIBLE. ' 8. During construction, the contractor shall be required to control on —site storm water by using temporary or permanent drainage erosion /siltation - PARCEL.' �' -- control procedures SILT FENCE DETAILS Lot 8, Block 1, Squire's replat of part of tract 33,R3verside Interurban Tracts, according to 9. It shall be the contractors responsibility to determine the true elevations and locations of all underground utilities. the lat therof recorded in volume 20 of plats, e(s) 100, in Kiug County Washington 1 P P ..� O.Exis pavement surfaces shall be saw cut lull depth with straight, unifrom edges 12 inches (12) out from the edge of excavation. All joints p r N.T.S together with all vacated South 126th Street adjopl and between the new and or anal pavement shall be painted with s•phalt emu�lsion(C33 —i) and nice r, 11. Time limit restrictions within existing rights of —way will be applicable determined a t the p re— construction NOTES � � � � � . ' � � - � � _• Th e contractor shall install r or relocate all ns, as shows on the plans or as affected by construction, per City s Standard Detail No. RS - 14 PARCEL F 12. Th p P = ; F 13, Power, cable and telephone lines shall be in a trench with a minimum horizontal separation from other utilites (sewer.water,storm) of five ieet(5') A. The filter fabric shall be purchased is a continuous roll out to the loath of the . unless otherwise approved by the City of Tukwila. barrier to avoid the use of joints. when joints are necessary, filter cloth •hall be spliced Lot 9, Squire • replat of part of tract 33,Riverside Interurban Tracts, aeaordiag to , 14. All construction surveying for extensions of public facilities shall be done under the direction of a Washington Licensed Land Surveyor or a together only at a support post, with a minimum inch overlap, and both cads securely ` # the la►t therof recorded in volume 20 of plats, p e(s) 100, in King County Washington . toge or with all vacated South 126th Street adjoing Washington Licensed Professional Civil Engineer fastened to the post. , . 15. The contractor shall be required to water the site as necces•ary, to reduce dust emissions as a result of construction acitivite•. The contractor B. The filter fabric fence shall be installed to follow the contours (where feasible). The fence ` 49 ` i v shall sweep all affected public roads, as necessary, to remove mud deposited as a result lot project conttuctioa activity. osts •hall be spaced a maximum of 6 feet apart and driven securely into ground 17. For manhole and rim adjustment, maximum acijustemeat miaiiauuoa of 12 inches) with brick for rims and castings shall be 14 inches (14") without adding new sections. e adjusted after halt a and conform to the City's t All manholes, catch basins and valves in public rights or easements shall be asp paving, y ' 18. P � y j use A trench shall be excavated, roughly 4 inches wide and 4 cashes deep, upslope and •t _ �; � • � _ standard adjustment details. All utility casting outside o! need areas shell be installed wiwth n concrete collar around them. , . adjacent to the wood posts to allow the filer fabric to be burled. p . • VC manhole adapters ore roved equal shall be used to make all connections of SDR 21 or 35 PVC to manholes or catch basins. when standard strength iler fabric is used. a wire mesh sup port shall be fastened 20. The maximum . 19 P ' —8 for SDR 21 or 35 pipe. securely to the " s , u eII sid the ud used., the p hen duty wire p s staples least i inch longs No. D s — ta p at xr laying lengths shall not exceed 12 the up slop* Pe of a v7 � y en � a P f .� • d backfill and construction procedures for all storm drain p shall be in accordance with the City of Tukwila Standard Detail 11 21 ding, P . ' . Be P Pe y tie wires or ho s. The wire she a miuitau o 4 cashes and •ball • and DS -12. �n�•�t extend more than 36 inches above the original ground surface � • es 22. Bedduig, backiill and construction procedures for all sanitary sewer pip shall be in accordance with the City of Tukwila Standard Detail No. SS -11 E. The standard strength filter fabric shall be eta led or wired to the fence, and 12 inches 23. All imported pipe trench backfill material shall be bank run gravel, for trench backfill per WSDOT Standard Specifications Section 9- 03 -14. or the fabric shall be extended into the trench. fabric shall not be stapled to existing 24. Pipe trench backfill material within the improved right —of —way shall be 5/8 minus crushed rock when connection si perpendicular to the city street, trees r7• ; -as per City of Tukwila Standard Detail RS -3• F. when extra— strength filter fabric and closer post spacing are used, the wire mesh support .< 25. Construction of ro osed improvements shall be in accordance with apprvoved plans. Any changes from the approved plan will require approval from fenc ma be eliminated. 1n such a case, the filter iarbrio is stapled or wired directly to the P P P y P y s the owner , engineer and the City of Tukwila. z _ posts with all other provisions of stasdard note E ap 1 ' t G. The trench shall be backfilled iwth native soil or 3-1.6 washed rock CONSTRUCTION SEQUENCE M H. Filter fabric fences shall be removed when they have served their usef ul purpose, but not • before the upslo a area has been permanently stabilised. r ; I. Filter fabric fences shall be inspected Immediately after each rainfall and at least daily during � 1 Flag or fence clearing limits and install filter fabric over existing catch basins 4 •._ti y.rMaintenance: olonged rainfall. ,Any required repairs shall be made Immediately pl Any damaged or clogged fence shall be repaired /reaced immediately. Sediment t• k ' 2 Grade and install construction entrance. ,� •,,, ",rust b removed when the sediment depth is 6 inches or renter. Ii concentrated flows are evident r` 3 Install perimeter protection ( silt iences,etc.) phill o! the fence, they must be intercepted and conveyed R to a sediment trap or pond.', 4 Clear for and install sediment traps ii necceseary. 5 Clear, rough grade, stabilize site and constuct building. t 6 Install sanitary side sewer - 7 Install storm drains and infiltration system. 8 Install filter fabric over all catch basin grates 9) Install water mains and underground utilities. 10) Complete final grading and paving of roadways. 11 Hydroseed(or equal) all disturbed or cleare soils to remain unworked fc more , E 12) Clean out storm drainage system. i 13) Upon co legion of the project, stabilize all disturbed areas and remove all ESC XqL citli DIP s) only when entire site is stabilized ILnan � aye. 4 : These plans have b ee n reviewed b y the Public • } NX orks he i CitS• standards ACe for conformance GRADING AND EROSION CONT with current L NOTES: • . 1. The erosion prevention and sediment control (ESC)measures on the approved ' omissions which do nPtAnce is subject to errors and plans are minimum requirements. $ of authonze violations of 2. Before beginning any construction activities, establish the clearing limits. 3. Before g adopted standards or ordinances ore an round disturbance occurs, all dwonstream erosion prevention and , The designer. Addition for the adequacy of the design rests Pons,ibili� sediment control measures(ESC) must be constructed and in operation. Install ' • # Additions totally with the , deletio ns or rev and maintain all ESC mesures in according to the ESC plan. isions to these " drawings after this 4. ESC measures g perimeter including all controls, shall remain in place until final and will require a resubini U _ void this acoeP win site construction is com leted and ermanent a .abilization is established. _ p p . � for subsequent approval. 6. of nvtsod drawm� 6. From May i through September 30, provide temmporary and permanent cover } measures to protect disturbed areas that will remain unworked for seven days or more. P _ _ crptaacx is subj= to held S. From October 1 through april 30, provide tempoaray and permanent cover the I'ublic �q� poetiwa ; measures to protect disturbed areas that will remain unworked for two days •Date; _ � . •. or more. In addition to cover measures, the Contractor shall: C1� aF cut and fill s if unworked for more than 12 hours. N► .Protect stockpiles and steep p .Stockpile, on site, enough cover materials to cover all disturbed areas. y October 8, seed all areas that will remain unworked during the wet season 7. B R 3 �!• �• a P p -- a,re�c � (October 1 through april 30). Mulch all seeded areas. . 8. Where straw mulch for temporary erosion is required. it shall be applied at a minmurn thickness of 2 to 3 inches or 2 or 3 bales per 1000 square feet. 'a CITY Of' RE 'RO'YED A I A OCT — 8 2002 FE8 2 0 204 ' AS W' o PEWIT �1fFi CORRE ION 7UIM/ICl1 'LTR# OCT — 2 2002 REVISION APPVD DATE BY CHKD BUILD ,AND DESIGN LES - RIVER HILLS _ - - o 24738 SE MIRRORMONT DRIVE P•O.BOX 906 TUKWILA WASHINGTON ISSAQUAH, WASH 98027 FALL CITY, WASH 98024 Small Site Drainage Plan �� FAX 425 -- 392 - 0342 PHONE 425 222 7889 NOTES �4►, PHONE 425-392-0342 LM 6,7,8 AND 0 J 10= 10, E-MAIL le steward®hotmail. com 4006 T O 4024 APPROVED BY SCALE S.126TH ST DID 157 0. w •M . - t.. i • •. o.. - .. ......., .. ...... . • .. ... fir+ • .•� - . - • «..• • ...n •. lift 1 WIS now N� IM•.� ~] «. •-.. •` �ir.w0...iWa• ..'�!!!iT9.._ .._.' F:aYiiT...• - - ..«r. ...1� -E+y,o s4/rM'�{Ac•.1n Z Yi Y�_w I► 6 M 1� File: D04 -0068 35mm Drawing #1 -3 F FPP- 0 A complete TJ -Xpert framing plan includes the Trus Joist Builder's Guide or Pocket Guide SYSTEM WARNINGS I ACCEss=F_S LIST HAN6ER LIST - Simpson Stivg -Tie Company, Inc.O 1 WARNING! - A skewed end becrinq exists Plot Vnit # of Net for joists and requires skewed end cuts. ID Length Product Qty Plit: Qty Plot ID Qty Product Label TOP Nail Face Nails Member N ail s Notes Bbl 1' 1 /2" or 5/8" Bader Blocks 7 1 7 — Fbi 2" 1 1/8' net Filler Blocks 1 1 1 Wbl 8.62' ;1 /2" x 2 5/16" Web stiffeners 2 2 4 Rnkl 17' 6" 1 1/4' x 117/8" 1.3E Timbei-Strand LSL 5 1. 5 Cel 10' 2.06' 11 7/8", 3/4" Cantilever Closure 1 1 1 Eh 8' 9.58' 117/8* TJLPro-150 Bloclking Panels 1 1 1 Bk1 V 9.19" 117/8" TJLPro-150 Bloddno Panels 2 1 2 Bk2 V 2.5" 117/8* TJLPro-150 Bioddng Panels 20 1 20 Shl 4' x 8' 23/32', 3/4" Panels (24" Span Rating) 28 1 28 f1 . la JOIST AND BEAM LIST Plot ID Length Product Unit Qty # of Net I Plies Qty Ji 31' 11 7/8" TJ Fo -150 Joist 7 1 7 J2 21• 11 7/8" TJWro-150 joist.. 3 1 3 1 I J3 18' 11 t 18' TJL 0 -150 joist 8 1 8 J4 17' 11 7/8' TJI/Pro-150 joist vy � F,, J5 17' 11 7/8' TJLPro-150 joist 1 2 2 I J6 16' 11 7/8' TJLPro-150 joist - -• •3 1 3 J7 15' 11 7/6' TJLPro-150 joist 2 1 2 J8 14' it 71W TJI/Pro -150 Joist 1 1 1 J9 12' 11 7/8' TJLPro-150 joist 1 1 1 J10 8' 117/8 '01MFO-150 joist 1 2 2 J11 5' 11 7/8' TJWro-150 Joist 1 1 1 J12 3' 11 7/8' TJLPro-150 Joist 1 1 1 Mil 4' 3 1/2" x 9 1/2" 2.0E Parallom PSL 1 1 1 M2 13' 3 1/2" x 11 7/8" 2.0E Parollam PSL 1 1 1 M3 5' 3 1/2" x 117/8" 2.0E Par illam PSL 1 1 1 I M4 12' • 5 114" x 11 7/8' 2.0E Parallam PSL 1 1 1 I M5 20' 5 1/4" x 18' 2.0E Parallam PSL 1 1 1 I NOTE FROM OPERATOR I IMPORTANT - PLEASE READ BMC WEST provides layout drawings and member Calculations of the- documented input only. This is a non - engineering service provided to our customers. These drawings have not been approved by a registered engineer or kx:ai building official and will require opprvval by the customer. This information is in accordance with Current Trus Joist°' materials and code neeepted design values. All dimensions. quantities, bearings. and products m=t be verified by the Customer prior to shipment. There may be a variance in the amamt of material necessary to cormlete the Job. The c will be charged for all materials actually ordered and delivered to the job. No representation is node concerninq the accunvay of the estimate and any defiance thereon by the customer shall not Aligate BMC WEST in arty way or croate r'iy tlaim for liability. BMC WEST is not responsible for ertvrs or omissions in the estimate. BMC WEST does not quarantee the dimensions, kadkq, or designinq of this floor /roof system or its members. Pkase check your kkyout carefully. APPROVED BY: DATE: C IT R ECE I VED TIl IKWII A PERMIT CENTER �IIII��I_I..i.I�I•I- II�I III 8 -NIO Il ill 3 IUS1.56/11.88 llI - I(I III III III��I(I 1 j1� 10 -NIO 6 -N10 (2) -1II IIi 114U412XR45 16 -10d 6 -10d (5)(6) U Inca t /is Pe Para7ldi Closure Type Cc r � III�I�I�I�I III III ++III 6 I n , i � j t Y s vy � F,, IIIII 11 Z w� IIiLIII�IIIIIIILL�III► (IIIIIIJ�11 -1-I -III II�IILLLIIII�lllllllll�illllllll�llllll- LIL�I:Ililllll�l IIIIIIII�IIIIII I Il�il�lll�ll �IIIIIIIII�IIIII 141 24IUS1.56 /11.88 8 -NIO 142 3 IUS1.56/11.88 8 -N10 � Fi3 2 U210XL45 10 -NIO 6 -N10 (2) 144 114U412XR45 16 -10d 6 -10d (5)(6) Hander Notes: ,(2) Web - Stiffeners Required (5) Backer Blocks Required (6) Filler Blocks Required 4.n T J-X Pert., LEVEL NOTES File Name: 0833Plan1834.JOB Level Name: Upper Floor Plot Date: 8/23/2002 14:24 Design Date: 8/23/2002 14:11 Drawing Seale: 1/8" a 1' Job Status: Foundation.... Foundation Upper Floor... Plotted 8/23/2002 14:11 Roof.......... Selected 8/23/2002 14:06 NOTE: level design times indicated above Provide assurance for proper level stacking. Upper levels mmt have earlier design times. Design Methodology: ASO Floor Area Loading Is: 40 Psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 50 Lowest Rating: 43 Highest Rating: 67 Glued 4 Nailed Decking is Required Direct Applied Ceiling of 1/2" Gypsum is Required Floor Decking: 23/32', 3/4" Panels (24" Span Rating) Nor al O.C. Spacing - 16 "• Default Wall / Beam Width: 5.5"" Stondaid Bloc Bk2' Standard Calljilever Closure: Cel• TJ- Xperti'17 ( #681) D 06.17 06.17 S6.17, PO, ;7 "Vnless noted otherwise SYMBOL LEGEND `c .t CREATED BY �\ q BMCWest •1720 Central Ave S. ;k �. ; wA 98032 253.8)54 -5504 FAX. 2'' - 8521540 JOB COMMENTS Custom: Build 4 Design Jab: Plan 1834 Troclkingg: TJ0833 File#: 0633PIan 1834 SalePerson: DEline Z. I� Blocking Type Extra Blodkinq (lineal board length for panels different from the O.C, spacing) Point Load Line Load Area Load Detail CallOUt label (See Builder's Guide or Pocket Guide) Bearing Width Label Joist Layout Symbol TRUS JOIST FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE Preliminary Layout X __ n_... - -. s .. - - - - - -._I I M Rot - Type Bearing WWI By Others (SBO) 1151 f H H tiger TW U „fir Symbol o.. Pe Para7ldi Closure Type Cc Cantilever Closure Type Z. I� Blocking Type Extra Blodkinq (lineal board length for panels different from the O.C, spacing) Point Load Line Load Area Load Detail CallOUt label (See Builder's Guide or Pocket Guide) Bearing Width Label Joist Layout Symbol TRUS JOIST FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE Preliminary Layout X __ n_... - -. s .. - - - - - -._I I 1 - qR �t'VJ-- Wm ve dombs"a • r ...0" hi-' 5 n4 0 m M� r:- Ql f,� B-0.1L DERS Co 0 > <w I z w Z 0 z 0 4006 S. 126 ST C LOT 6 401 S. 126' ST. D LOT 7 4018S.126 TH ST E LOT 8 F LOT 9 t PLAN lq$a PLAN 1828-B 6ARA6E LEFT PLAN 1828 -A I GARAGE R16HT I I GARAGE LEFT J w �� I _ I - -- --� ;___ _ I I i > 0 lu Lo :01 0 Z FE 0 C w O a �w ' 60-04 50.04 60.04 0 o w % wm ow w %wM POSSIALE FUTURE CURB AND GUTTE % STREET IMPRO M NT EXISTING PAVED PUBLIC ROAD -Ts M H X w 0 1! � �� M 0 r1l SEDIME T A FENCE (EXII3 `Tr-881�" 8" SAN SEWER (PROPO ED) - 0 "q 1/16 �-z 'T -All 1(7 No C=) Inch 1/16 I FILM 1634-A GARAGE RIGHT I ------------ 0 6 ----------- JU (I IIIILLLI�ILLI_IIIIII7. -I LIII.f.11lll�.l I 46.74 I t-71 Vvtl I- CjEtV f CITY OF RMA Al"OVED OCT - 8 2002 AS NOfED 51 I z O % w* I FILM 1634-A GARAGE RIGHT I ------------ ----------- JU I 46.74 I t-71 Vvtl I- CjEtV f CITY OF RMA Al"OVED OCT - 8 2002 AS NOfED 51 I z O % w*