Loading...
HomeMy WebLinkAboutPermit D05-410 - COSIC RESIDENCE - NEW HOUSECOSIC RESIDENCE 4248 S 148 ST EXPIRED DOS -410 City o Tukwila Department of Co»:munity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivilama.its DEVELOPMENT PERMIT Steven M. Mullet, Mayor- Steve Lancaster, Director Parcel No.: 0040000801 Address: 4248 S 148 ST TUKW Suite No: Permit Number Issue Date: Permit Expires On: D0S-410 01/05/2006 07/04/2006 Tenant: Name: COSIC RESIDENCE Address: 4248 S 148 ST, TUKWILA WA Owner: Name: COSIC ZEHRUDIN +NIHADA Phone: Address: 4246 S 148 ST, TUKWILA WA Contact Person: Name: ZEHRUDIN COSIC Phone: 206 778 -4538 Address: 4246 S 148 ST, TUKWILA WA Contractor: Name: COSIC CO Phone: 206 788 -4538 Address: 4246 S 148 ST, TUKWILA WA Contractor License No: COSICC *981QN Expiration Date: 11/15/2006 DESCRIPTION OF WORK: CONSTRUCT 2104 SF SINGLE FAMILY RESIDENCE WITH 768 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE FOR DOWNSPOUTS, AND UNDERGROUNDING OF POWER FROM POWER POLE ON -SITE. WATER DISTRICT 125 & VAL -VUE SEWER DIST, Value of Construction: $207,688.56 Fees Collected: $3,733.48 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Z QQ S Z '~ w � JU U N o CO W CO U. WO J LL Q CO a =d F . w Z = H 1— O R �5 U O -, D I— w LO ui Z CO O Z Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N doc: IBC - Permit D05 -410 Printed: 01 -05 -2006 i i ll.A, ! O j �N 2 1808 i I Water Main Extension: j Water Meter: i doc: IBC- Permit City t Tukwila S teven M. Mullet Ma r y . Mayo t- Department of Community Development Steve Lancaster, Di, -ector 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.iva.us N Private: Public: N * *continued on next page ** D05 -410 Printed: 01 -05 -2006 Z Z W. u� D UO N D W= J F.. . CO U. W O: J Z ii.-W Z� F-- O Z F-' W Mill U� N.. O F-. WW FF- U W 0: — Z 111 U CO 0 ~: Z City 0.. 'Tukwila Depat•tsient of Canzmrruity Develop iew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D05 Issue Date: 01/05/2006 Permit Expires On: 07/04/2006 i i Permit Center Authorized Signature: Date D( - (7.0(0 i I hereby certify that I have read an amid 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. i i The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: ��e-�1 •� / Jai' coc--( C— Date: O s Print Name: 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 W J U 00. U w= J � N LL W O W ?. c' a =W Z t- Z 0 25 L) O U � H- W W ~ F u" O LLI Z. CO 0 Z doc: IBC-Permit D05 -410 Printed: 01 -05 -2006 ti City of Tul�wila r, s Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000801 Permit Number DOS -410 Address: 4248 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 11/15/2005 Tenant: COSIC RESIDENCE Issue Date: 01/05/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D05 -410 Printed: 01 -05 -2006 0 z Z �w 7- D J0 00 W= CO LL wO LLQ N D. = �w Z r_ O w 2� U ON o�_ wW u. O W Z U= O Z City of Tul�wlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296 - 4932). 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. This applies to new house to be constructed on Lot 1. 21: Any material spilled onto any street shall be cleaned up immediately. 22: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: The new house to be constructed on Lot 1, shall include undergrounding of power and other utilities from the on -site power pole. Owner has signed an undergrounding agreement with the City. This agreement is for future undergrounding within South 148th Street. Existing house on Lot 2 has existing overhead power and other utilities, from a power pole located at the Southeast corner of Lot 2. 25: ** *FIRE DEPARTMENT CONDITIONS * ** 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 27: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 28: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 29: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) doc: Conditions D05 -410 Printed: 01 -05 -2006 ,t..i. it w' a ✓.�.;. t�a. .4i,4�'�.k.rS �'. ? ; ..5 i s �.�. , yrt• u�a : . �.. �t. ;a: "1 %� s' +. ��::�,. Z '~ w J0 00 N co W J = F- N W WO 9_j W¢ a =W �_ z� Z W U� 0- 0H WW � �. LO 111 Z co P: O z �..� City of Tul�wlla ISO Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 30: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 31: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** z Z ' � u� D 00, U) o J � CO U- W o' 2� 9 CO =W �_ Z F- O. ZI-- 2 �. U 0, O CO 0 f-- W W. - �O Lll Z W O Z itA k1� Q City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specil=led herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: 0 Print Name: � &t Y w i 4 n S�- C— Date• 0 �`Og dG Z ,t-- w . JU 0 Cl) W= CO LL WO �Q CO) =W Z� F- O. w I �p U O N O H WW LL O: llt Z, H =. O Z doc: Conditions D05 -410 Printed: 01 -05 -2006 tu, w � s J � 1908 CITY OF TUKWILA Community Development partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print ** SITE LOCATION f King Co Assessor's Tax No.: = 000 aff 00 Site Address: a �' S D • _1 S� ,TokkllL A Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: Co So C Mailing Address: I-/Z y 6 So. /98 a, s -f-, Tbkl,)LA , k,)Q 9V6e City State Zip I CONTACTPERSON Name: Cr,;,� G Day Telephone: ZC>& -�� 4 153 8 Mailing Address: 44 City State Zip E -Mail Address: Fax Number: GENERAL. CONTRACTOR INFORMATION (Mechanical Contractor information on back page) Company Name: Cc; S­; Co. Mailing Address: As A Ve City State Zip Contact Person: �•e._ -A'r 2t�, � 7? C. o c - Day Telephone: 2 0 (,- `7 $ — 9 5 3 E -Mail Address: Fax Number: Contractor Registration Number: C O S i G G * !! 9l Q N Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** :ARCHITECT. OF RECORD= All plans must be wet stamped by Architect of Record - Company Name: Gra G b C S 71 Mailing Address: /��� l�✓ I/��jtyk. y, 1� Ck f l t� -- ' City State Zip Contact Person: Day Telephone: r -tC� �ZS �' �,) /- E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 8y t Ce, C q .V e� Mailing Address: /y Z Y,� �`� �� so • ,, -7 k- �^-j 1 L i 1,LJc,' n �'fd Contact Person: I /d►' 21 ° e e-- City Day Telephone: State Zip 2y2 E -Mail Address: Fax Number: q:\\permits plus \icc changes\pc mit application (7.2004) Revised: &1.05 Page t bh ..�-. •.�. :also w.•n ::.eu ♦ .rdt iltti4'�&'r'+r' 1'`�ti'ri+r,;t:,niA.z,bi � ',Yd' 1 `�`a t:l�.t'u7,i;. Z Z �W UO W= F— 00 LL WO J LL S2 CY = W �- _ Z f- W W U ON ❑ H W LL O W Z U= O Z ;.;BUILDING PERMIT INFORMr. _ION 206 =431 -3670 Valuation of Project (contractor's bid price): $ 2 C Existing Building Valuation: $_ Scope of Work (please provide detailed information): kkJ Jt /,c Will there be new rack storage? [:]..Yes �(- No If "yes ", see Handout No. for requirements. Provide.All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft):24� Floor area of principal dwelling: lq2 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: o2 Compact: Handicap: Will there be a change in use? ❑ ....Yes X..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes (r.. No If " yes ", attach list ojmaterials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material ajety Data Sheets. : Revised 6.8-05 Page 2 bb Ma._ �a:..: t:. �. w...... c.i;+:n;::..i:.: >.�..ti.....,.v. 1.SYr`}4'i:wbFlS3.t:7M� �{ S �r.•i� � vtr,�ti, �1 � .ZA is �`�,�ki� f�I:vriVr � ?d` K ftki:[:r.`.�r;•,t; w ' `�1{S�'R !.. ittt;. s[� Y.r � ,Ze4tF.f.J...9 iSf� :�.w � +5 Y. �y 0 Z J_ Z �W QQ JU UO UD CO W J � U) U. WO LL N = W H Z� H O Z H W �5 U� O� C3 H WW FP LL Z LLJ U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I` Floor . 2 nd Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 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):24� Floor area of principal dwelling: lq2 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: o2 Compact: Handicap: Will there be a change in use? ❑ ....Yes X..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm .None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes (r.. No If " yes ", attach list ojmaterials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material ajety Data Sheets. : Revised 6.8-05 Page 2 bb Ma._ �a:..: t:. �. w...... c.i;+:n;::..i:.: >.�..ti.....,.v. 1.SYr`}4'i:wbFlS3.t:7M� �{ S �r.•i� � vtr,�ti, �1 � .ZA is �`�,�ki� f�I:vriVr � ?d` K ftki:[:r.`.�r;•,t; w ' `�1{S�'R !.. ittt;. s[� Y.r � ,Ze4tF.f.J...9 iSf� :�.w � +5 Y. �y 0 Z J_ Z �W QQ JU UO UD CO W J � U) U. WO LL N = W H Z� H O Z H W �5 U� O� C3 H WW FP LL Z LLJ U= O Z ,-- PUBLIC WORKS PERMIT INF%,AMATION 206-b3' b179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ . ukwila X.. Water District # 125 [1.. Highline El ... Renton Water Availability Provided Sewer District ❑ ...Tukwila Valvue ❑ .. Renton ❑ ...Seattle ❑ ...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. Su fitted with Application mark boxes which a 1 : ..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 - Profit for less than 72 hours ❑ .-Right-of-way Use - No Disturbance El .. Right -of -way Use — Potential Disturbance 'aonstruction/Excavation/Fill - Right -of -way / Non Right -of -way Total Cut _�? 0 cubic yards ❑ ork in Flood Zone Total Fill 30 cubic yards .. Storm Drainage ' ( VIA L . VC) I ! ais 5. Sanitary Side Sewer 9aak ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities "1 ❑ .. Curb Cut ❑ ... Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " (U*M lotyc. l2.5 ❑ .. Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension ............. Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ . Trench Excavation Utility Undergrounding ❑ ... Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Mailing Add Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment (� - 14 le .� Da Telephone: jU��tLl� - -- �S' 99, City Water Meter Refund/Billing: Name: / Day Telephone: Mailing Address: City State Zip State Zip q.Ppermits plus\ice changes \permit application (7.2004) Revised: 6•8•05 Page 3 bh 1, Z Q� S W tQQY � JU UO W� CO W WO J LL N = W Z F.. H O Z 1- �5 U� to 0H WW ltJ Z CO O Z •MECHANICAL PERMIT INFC ZATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 27ye - A ra 1^ 4ea - i "g - Mailing Address: � � b s� jay Pi' 70 k ki) L' ` is 1 `O City State Zip Contact Person: A Day Telephone: 2u r — - 2 • t 1 '�- —_ �q o U E -Mail Address: Fax Number: Contractor Registration Number: 1 /0 tN 41 lad - 1 N ZS Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** 6 Valuation of Project (contractor's bid price): $ ��Soe Scope of Work (please provide detailed information): & sJ eP cf , . ( ' 64) r 114 A Use: Residential: New ...EI Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas.. O. Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU I Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >100K BTU Evaporator Cooler Diffuser rl 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater ' Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 B Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind I Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 0 O � AUTH IIZED AGEN : U 1 I 1$ '� S 0 Signature: �G('L�'l�� ��C- Date: Print Name: Co S t G Day Telephone: — ' 9s l y Mailing Address:_ City State Zip Date Application Accepted: I Date Application Expires: Staff Initials: �II l�lt7 I b� �� o (� q.1 \permits plus\icc changes\permit application (7 -2004) Pan. d bh ..7 A v A Z �Z WS W 0 UO O W = H N W WO LLQ (1)� 2 �W Z H I_ O Z l— W W U� O- W HF_ LL F_ Z W U= H F- O Z Cit�f T11kw1la Steven M. Mullet Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT RECEIPT NO: R06 -00008 Initials: ]EM User ID: 1165 Payee: ZEHRUDIN COSIC Payment Date: 01/05/2006 Total Payment: 2,237.94 SET ID: 12345 SET NAME: COSIC SET TRANSACTIONS: set Member Amount 410Csr`; ---- -------- M05 -178 158.94 TOTAL: 2,237.94 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Cash 2,237.94 TOTAL: 2,237.94 ? ACCOUNT ITEM LIST: 1 Description Account Code Current Pmts a ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,981.50 MECHANICAL - RES 000/322.100 158.94 ' PW PERMIT /INSPECTION FEE 000/342.400 93.00 STATE BUILDING SURCHARGE 000/386 4.50 TOTAL: 2,237.94 z Z W W� UO N� W X' J H N U. WO u- Q c d =w ? �. F- O . z i— UJ 5, U� O- 0H wW tL O. w z O z i 1 City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: ZEHRUDIN COSIC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1281 1,654.48 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,287.98 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PLAN REVIEW 000/345.830 93.00 Total: 1,654.48 zz Z. UO (0 o C0 to U w O �- U. ¢ (0 d = w z� O. z i- UJ 5. U� O� o t- W LU U_ � �. O. . z . W U =� O Z 4 RECEIPT Parcel No.: 0040000800 Permit Number D05 -410 Address: 4246 S 148 ST TUKW Status: PENDING I Suite No: Applied Date: 11/15/2005 ! Applicant: i COSIC RESIDENCE Issue Date: F Receipt No.: i R05 -01661 Payment Amount: 1,654.48 Initials: 7EM Payment Date: 11/15/2005 04:16 PM User ID: i 1165 Balance: $2,079.00 Payee: ZEHRUDIN COSIC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1281 1,654.48 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,287.98 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PLAN REVIEW 000/345.830 93.00 Total: 1,654.48 zz Z. UO (0 o C0 to U w O �- U. ¢ (0 d = w z� O. z i- UJ 5. U� O� o t- W LU U_ � �. O. . z . W U =� O Z 4 Project: Type of Inspection: ✓.. Address: , Date Called: Special Instructions: Date Wanted a.m. Requester: Phone No: • OF >i> z Z Q W W � UO N 0 CO Ill �LL WO J LL. Q CO _. = C! l .. W z t` Z� �5 U� O N 0 E- WW H� LL. O z LLI CO O z < 3 INSPECTION RECORD j ,f Retain a copy with permit INSPEeMN N0. PER I CITY OF TUKWILA BUILDING DIVISION r T 6300 Southcenter Blvd., 4100, Tukwila, WA 98188 ( 0 )431 -367 jE Project: Type of Inspection: G Address: / Z6 Date Called: Special Instructions: O.: 3 Date Wanted r-.- p.m Requester: / Phone No: ' Receipt No.: Date: ►6 11 Z ;H Z � W c C U U J = �2 U_ W LLQ Cl) 0. = �W Z Ir. WO �p LLJ U o� W HU LL O W Z U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD A40 Retain a copy with permit Z 2 , 5 INSPECTION NO. ; 1�. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Project: C Z 0 2 �x / �� .� Type of Inspection: 9 ZA// — Address: Z late Called: Special Instruction r Date Wanted. am,. . Requester: Phone No: I %Approved per applicable codes. Corrections required prior to approval. I Receipt No.: — 77 1 .� S� I 10 Z I H �— Z It . W 62 _3 0 00 CO 0 C0 W LU -J CrJ LL WO 2 � 9-1 LL. i W WO LU C0 0— O H W W L) F - F- 0 Lll Z O F- z I I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD I , Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Inspection: Adqrgss : Date Called: Special Instructions: Date Wanted a.m. .m Requester: Phone No: -- ]Approved per applicable codes. %MCorrections .appro E/ IF .ter ' IF E AID r $58.0- 0 ttE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I 11 z Z ' 0' W W J 0 CO -_ (0 U. W O LLQ !2 =) _ Cy �W z F- WO Uj �p U O co. 0 F- WW �U Lo z Cl) O z a dji '?k X4 1. �rt:, y' �` Y' n i;; ji, ���-, i' 1 ! , *,.•�.t� , x::i:£ . '.�S•- ;�':.tR: , ,,.a� -: yrro ;' , INSPECTION RECORD Retain a copy with permit l� IN ION O. ITN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Ins i : Address: Date Called: Special Instructions: Date wanted- - , - P.M) Requester: Phone No: V Approved per applicable codes. Corrections required prior to approval. CO NTS: Spector: $58.00 REINSPECTION rEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 0 1, Z W UO UU C0 LU LL W O LL s �w Z 2 F- W O LU U� O- � F- WW F- LL O W Z U =. O Z . n f4t t ;t; jJ Niitt>; Y' :'r •�: e •i. i{ ��. TM� YSVifrYb� ^•+�..:.It'.nY+�.h•+W� >�iaW.a7P i'f �'°• SWLSL�tilwtl h��u4ii/a71.3 T. Y••• - =4 '�Y +...(+ - u� 15• ."wi.+.� • '1���...� •��w�.�^rM.� / INSPECTION RECORD 4 4991-17- `� - Retain a copy with permit INSPECTION N0. Y N C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 43 3670 i Project: Type of Inspection: Address: f' 7 Date Called: Special Instructions: Date Wanted: a.m. 7 — Requester: Phone No: M Approved per applicable codes. Corrections required prior to approval. ,'�6 $58.00 `REINSPECTION FEL'REQUIRED. Prior to inspection, fee must be ' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: aka, ,... ".Y�7 ''>~~".$� .i! � • :.aZ< _:�:ri:vk «td, ', k,: '} x. S ,r �r;f'.;: +�;iy:; ,;��: -' a.: "re .•.._ "; •,•,. � • ,' 6 0 Z Q ~ W C UO (/) C0 LLJ J � CO LL WO J LL j � = W Z f.. F- O Z H W U� O� o�- W W LL H — 0 iL z UN H� O Z �S+-. F= .":-t� �^ �. ...•........T - riw .�. W�.. -vl� ...- _z_.;- „w - -.s. l ::z .. ..m'• ....... i ,��. +�: INSPECTION RECORD I Retain a copy with permit INSPE T NO. PERMIT” "` CITY OF TUKWILA BUILDING DIVISION {.( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 3 i Project: ` o r Type of 7 4g, ectio ^� 1 Address: 2 g Date Called: Special Instructions: Date Wanted: m 1 7-1 '� p.m. Requester: Phone No: 0 $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ' h�1 n?!(... `?� ��bG. ."' �. Aa " ;; "'{:• ic±'r:i =.r ir ii. i, �;�;Y :... - ,:,+�. :.:..... Z �W J U0 CO 0 J = N LL w 0. LLQ = a Z r ZO W W U 0 -. 0 t`- W W _.. U U 0 W Z U CO) O F- Z -- ---------_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Project — r_'o Type of Insp tion: Address /, Date 7, Y'262 � Called: Special Instructions: Date Wanted: a. Requester: Phone No: Ap pro ved per applicable co -. l's. Corrections required prior to approval. . 1 COMMKITS: rR Inspector: IDate: I is $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: L z Z yy W Zi 1 0 U0 W LLI J !2 U. WO 2� 9-1 LL CO CY X 0 LU LIJ 5 C) W L 0 z 5 H 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3q7 Pro 5 / ct: Type of ion: - ` Add ess: Date Called: Special Instructions: Date Wanted: a.m. iwwlle p,m. Requester: Phone No: Z Q � W JU UO CO 0. co ILLI J 3: N W W O IL Q FW Z = 11-0 Z 1— W LLJ U 0. O - 0 F— W LLJ U O Z' W U= ~O H Z . "EApproved per applicable codes. M Corrections required prior to approval. INSPECTION RECORD Retain'a copy with permit INSPEtTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: P 0 Type of Inspection: r— XZ A Address: Date Called: Special Instructions: Date Wanted: a.m. L4 - Z-: - 0 m. Requester: Phone No: Receipt No.: 7 I z W 00 N a Cf) W W = J F- S2 LL WO —J u- Cf) = F-_ Z 0 Z F- W W 5. N. 0 LIJ F- — LL F- 0 di z O F- z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIOR N0. PE I ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 r t, M: I. . Project: Type of Ins ection: L Addd ess: Date Called: Special Instructions: Date Wanted a Requester: Phone No: Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. leceipt No.: Date: Z Z W Q 2 W U U CO o w= J N LL W O LL N F=- _' ? F- F- O W ~ W U o ON o F- W H� W Z LLI co O Z I IF::':.✓.aw.L.`;._^ MTV ,.+..f• .,':s.:t3 : r :. r INSPECTION RECORD Retain a copy with permit DO 5 V � � INSPECTION NO. P I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 ry Project: ( 6 lA 1 � * .5 Type of Inspection: 1- G Address: Date Called: Special Instructions: Date Wanted: IPSI y - zz -aG MMI Requester: vim Phone No: FWA a Approved� per applicable codes. Corrections required prior to approval. • mjr MMI vim FWA $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = Z UO to 0 cn w J to LL WO LL Q in :D = W Z WO 5 U to WW �O W Z v� O Z INSPECTION RECORD Retain a copy with permit INSPEOTION NO. PERM[ CITY OF TUKWILA BUILDING DIVISION 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-367i Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: F� Approved per applicable codes. 11 Corrections required prior to approval. Receipt No.: z SZ W 5 L) 00 Cf) W 3: LL W O 2 � 9 LL to CY W 3: Ir- 0 Z W W, 5 C0 0— 0 H W W H Q F- u. F= 0 z L) CO) p T- o Z paid at 6300 Southcenter Blvd., Suite 100. Call to s echeduie reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM O. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 0 W4 1-31670 Project: T Type of Inspection: Address,• , . C D Date Called: Special Instructions: D Date Wante Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspe c ap, Date: $58 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: i Z F- Z UJI 0 00 (J) 0 W C0 = W J F - S2 LL W O 2 � 9 -J LL (1) :) 10 x F - W Z F- 0 LLI LLI 2 5' 0 0 0 CO) .0 0 1— WW 0 z W 0 Z INSPECTION RECORD Retain a copy with permit �y O — IN SPECTION NO. PER T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: Type of spection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requeste . Phone No: U 'i Receipt No.: Date: 0 Z if' Z a QQ JU UO Cl) co LU W = H �LL W O 9a CJ) = W Z F-. F- O Z 1_ W W �p U O �. C1 H WW 2 LL .. Z: W CO O� Z LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. � INSPECTION RECORD Retain a copy with permit INSPECTIPN NO. PER T 0. CITY OF TUKWILA BUILDING DIVISION 63.00 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 131-3670 Project: Type of lnspectiorl�_ / t4l I 1 11115 11 30M. D 'r a il e d : Addr ess: a F� Approved per applicable codes. OCorrections required prior to approval. COMMENTS: 17, 4'a 0 1 I Receipt No.: I Date: N Inspector: Date: �/ W J.4 $58.0"EINSPECTIO'N REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 0 Z Z W JU 00 C) 0 Cl) W W S2 LL W O LL to D F. W Z HO Z F- W LLJ O N 5 WW X L) F- - F- — CO) 0 Z e Special Date wanted: .2 a.m. Requester: Phone No: F� Approved per applicable codes. OCorrections required prior to approval. COMMENTS: 17, 4'a 0 1 I Receipt No.: I Date: N Inspector: Date: �/ W J.4 $58.0"EINSPECTIO'N REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 0 Z Z W JU 00 C) 0 Cl) W W S2 LL W O LL to D F. W Z HO Z F- W LLJ O N 5 WW X L) F- - F- — CO) 0 Z INSPECTION RECORD ^ l Retain a copy with permit 5 d INSPECTION NO. P IT O. i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 y Project: Type of Inspectio Address: Date Calle �a� -ia - �� Special Instructions: Date Wanted: a.m. Requester: i Approved per applicable codes. Corrections required prior to approval. CO ENTS: 4� ns Date: :QUIRED. Prior to inspection, fee must be ., Suite 100. Call to sechedule reinspection. $58.60-AINSPECTION paid at 6300 Southcent Receipt No.: Date: I 0 z Z �W aa� W 0 NO J = F- �LL W O 9_J LLj � = W F- _ ? F- F- O z F- W W U� ON OH W H H W Z LLI U= OF- Z INSPECTION RECORD INSPECTION N0. Retain a copy with permit 4 . a ;28 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of Inspection: r N Address: Date Called: ' Special Instructions: Date Wanted: a, p.m. Requester: Phone No: Receipt No.: Date: 0 Z �Z �¢¢ W W� UO C0 LLJ J = F- N LL WO �Q y) : ) = CY �W ' Z F- F- O Z F- W LLj �p U O� 0 W W 2 0 I-- tL O W L) C0 HM O Z �" paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Pro 'ect: 1 Type of In pection: N Address: Date Called: Special Instructions: �? Date Wanted: a.m. Re ue ter: Phone No: COMMENTS: r Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be Z �Z �W JU UO CO co w J H to LL WO 9-j U. Q U =) = CY F- W _ Z F- H O Z F- LU w �5 U� O Co. WW HP O .Z W U� O Z INSPECTION RECORD Retain a copy with p ermit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southc enter Blvd., #100, Tukwila, WA 98188 (206)431-3670 I V Project: Type of Inspection: Address: . (�"4 kip Date Called: P> U 0 Special Instructions: Date Wanted: a.m. p.m. Requester: C Phone No: Approved per applicable codes. Corrections required prior to approval. 1COMMENTS: (PAk 7/ Ti Inspector: Date: 6. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: I I- z S 1 z W JU 00 Cl) 0 (1) ILILI LLI X -1 l.- S2 IL wo U. cl) ::) CY ILLI F- 0 z ILLI LLI 0 — a H_' WW 1: 0 F— Ir— 0 z Z Y • T.M1 -+�M w..w..�YV5e7 .mSw.y1 - INSPECTION _ RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: zebYU � � 1r) kjr Type of Inspection: �� Q,Sp �, Connecf iom Address: - I Z T V S 1 S f Date Called: `_ 6-06 Special Instructions: Date Wanted: £.m £.m. ""� Requester: Mr hrud�h Phone No: a t 1 i Approved per applicable codes. FI Corrections required prior to approval. `,+ GY Inspector: Date: d "7No:: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectiol I. i A Z Z W aa� JU UO C0 N W W O r u_ j co d. = W ? H Z O. W LLJ U 0 I— WW HL) W Z LLI UN H F=-- Z INSPECTION RECORD Retain a copy with permit ���L - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 F] Approved per applicable codes. Proj ct: �S « A .Sr �1v�" Type of Inspection: i Ad W ..- Date Called: Special Instructions: Date Wanted: a.m. P .M. Requester: r Phone No: 11 Corrections required prior to approval. COMMENTS: C Inspector: k Date: �- /$/ 0 ( ' fi=t Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z a , W Q � JU 00 to 0. ca W J = �LL W O J u_ ¢. �d = W ? I- �o W ~ W UO 0 H W lil H L). L Z LLI U= O Z INSPECTION RECORD Retain a copy with permit y/ INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project0 i C, Type of Inspection: _ / Address: Date Called: Special Instructions: Date Wanted: C-) /3 a p.m. Requester: Phone No: 7 ?f — 3 c� - ]Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: tL A10 GA I ILA AA f Inspector: Date: 61. z 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be — ;A �* /.2/1/1 C.,..t L..- .... 4..r 01...1 C..:L.. AAA /'_11 a_ Receipt No.: Date: Z �Z W JU UO U D cn W J I. Cf) u_ Lu O LL �. cr) a = W Z� WO LLJ �p U O N O h- WW H I•= IL O Z i U N HF- O Z i' I7. t> INSPECTION RECORD lo Retain a copy with permit t f ' INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa_ 9R1 RR ?ns;- 1;71; 7 Project: Co 5 i6 / 1) L 15 t - Type of Inspection: Address: y2 yo ,5� / y, S T, Suite Contact Person: #: ; 0 2 V l7 /�l SI Special Instructions: Phone No.: (& &) 7 7 0 - 1 -/53 pproved per applicable codes. F Corrections required prior to approval. COMMENTS: o, R" Needs Shift inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: N /ri Permits: Occupancy Type: I?- Inspector: Date: Hrs.: / $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: z Z � WV UO w W � W LLQ N = �W z F- 0 z W W U� ON 0 E- W W HF- LO ..z W U= O z Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 C-� St 14plo LU qu Ui U) U) U) 000 vvv C'I phm of BY 7-4 cl It NO. mop amm mmi it --LA— o ! f+-. ' 0 4 VIO X-- - vv - e- . /-- -= P.:rl bn of any accepted code or ordkmmq. RSQW ed Field Copy and conditions = 3, -5 ", M 2 5 I �j� I i L64- 6Q ec, 7J�, a — 6 FOR �� � COMPLIA, NCE- "mn FEB 0 7 42006 Of Tukwila 81 ITI F)Mr. np i mW: 1 - e - a-'- C9,6 /L4 = C;O"-- 4 67 City oftufaw ftim"Ift DEMON 0 PSI` 0 0 7 OIRES: 4/241 -7 7 CI 0 EB' 3 PEF CENTEh . �.� � �' � C� G' � �� � i Z Z W JU 00 CO a Co W W CO U W 0 U- Co D LU 0 z �- WW 0 Co Q W U J LL .,. Z W Co 0 O F- z ul r'N � � II kAj V � � r4 - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR HAN er�F • THE DOCUMENT. . T t `� ? THIS NOTICE IT IS DUE TO THE, QUALITY t Design Properties, Material Weights, and Job -Site Safety 5 Trus Joist • TJP Joist Specifier's Guide 2025 • January 2004 - , Design Properties (100% Load (Duration) Material Weights Basic Pr op ert ies _ _ Reaction Properlles r _ (Include TJIe weights in dead load - - Maximum - -- 1 3 Intermediate calculations -see Design Properties Depth TJI® Joist Resistive Joist Only Maximum End Reaction ibs table at left for joist weights) Weight Momenttr) El x 10 Vertical Reaction b ( ) • (Ibs /ft) (ft•lbs) (110-Ibs Shear Ibs No Web With Web Floor Panels ) ( ) (ibs) Stiffeners Stiffeners ...... - •• -•_• • - Southern Pine _110 2.3 2,380 140 - 1220 885 1 ,935 N. i = a 1 h - 210__ 2. 2,86 167 1,330 . 980 2,149 i '�' Plywood ................1.7 psf 9 .. 5A' plywood ................2.0 psi , ? 230 2.7 3175 183 1,330 1,035 2,410 N.A. �-- Z j 110_ 2. 3 015 885 1,935 2,29 �'i' plywood ................2.5 psi 21 2_8 _ 3,620 283 1,655 9 80 2145 2 50 . 5 1 'A' plywood ...............3.8 psi Y _, _. 1. - - -_ 11�itt" 3 3.0 015 310 1 655 1, 035 _2,410 2,765 , U O _ _ - - -- - h' OSB ...................1.8 psf - _ 360 3.0 _ 6 ;1 80 4 19 i 1,70 ' 1, 080 2 460 2,815 - __r..__..�. 5 A' OSB ....... . ...........2.2 psf N 0 560 4.0 9,500 6 36 2,050 1,265 3,00 3,475 110 2.8 3,565 351 1,860 885 1 935 2,295 �a OSB ...................2.7 psf J = 280 415 _.-..- ......_. _ _._ __ _ _. _ - -- � ..._ _ _ _ ... .._ _._.. 210 3.1 _ 4, 1,945 980 2 7 A' OSB ...................3.1 psi rn F- -- ..._. - -- ___.1,945 -- - ._._�...� . 145_ 2,505_._.... 14 230 3.3 4 755 454 1,945 1,035 2,410 2,765 1 I OSB 4.1 psf tL O 360 3.3 _7 ,335 612 _ 1,955 1 X 080 _ 2,46 2 815 eased on: Southern pine - 40 pct for 560 4.2 ~ ^ � 11,275 926 _ 2,390 1,265 3,000 3,475 plywood, 44 pcf for OSS 210 _ 3.3 4 895 566 ' 9 80 2,145 2 505 Roofin . g t�. a ___ 230 3.5 5,440 618 2,190 1,035 2 2, 765 �. 16" � .....----- ._�......- ..._._....- .....__ __._.,._._.._.._..___...�...__ _..._- ...__.. _...... ..._... _... to d 360 3.5 8 405 830 2,190 1,080 2 460 2 Asphalt shingles ............2.5 psi _ 560 4.5 12,925 1,252 2,716 1,265 3,000 3,475 Wood shingles ..............2.0 psf W is (1) Caullon: Do not Increase joist moment design properties by a repetitive member use factor. Clay tile .............9.0 to 14.0 psi Z I.- �--- I Slate (38' thick) ............15.0 psi 1- O TJI joists are intended Roll or Ball Insulation (1" thick): W ~ General Notes / for dry -use applications Rock wool .................0.2 psi to • Design reaction includes all loads on the joist. Design shear is computed Glass wool .................0.1 psf U CO at the face of supports including all loads on the span(s). Allowable O -- shear may sometimes be' increased at interior supports in accordance Floor Finishes U ... .... with pending ICC ESR -1153 and these increases are reflected in span Hardwood (nominal 1') .......4.0 psi = W . tables. U Sheet vinyl .................0.5 psf I" • The following formulas approximate the uniform load deflection ! Carpet and pad .............1.0 psf u O Of A (inches): V ceramic or quarry the .....10.0 psf tj j N For F concrete: U = TJI ®110, 210, 230, and 360 Joists TJI ®560 Joists Regular (1') ...............12.0 psi p F' 22.5 wL 2.67 wL 22.5 wL 2.29 wL Lightweight (1') .......8.0 to 10.0 psi Z - El { d x 10 = El t d x 10 Gypsum concrete (:V4') .......6.5 psf w = uniform load in pounds per linear foot Ceilings L = span in feet Acoustical fiber file ..........1.0 psf d = out -to -out depth of the joist in inches ' El =value from table above 1 h* gypsum board ...........2.2 psi 5' gypsum board ...........2.8 psf j Plaster (1' thick) ............8.0 psf tom . 'DO NOT allow workers to walk on Joists until braced,'' INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. :..WARNING Lack of concern for proper bracing during construction can result In serious accidents. Under normal conditions if the NOTES following guidelines are observed, accid w ill b a voided. 1. All blocking, hangers; rim boards, and rim joists at the end supports of the TJI@ joists must be completely installed and properly nailed. 2.. Lateral strength, like a braced end wall or an existing deck, must be estab- fished at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. J: r ' Safety,bracing lines of 1x4'(611nimum) must be nailed to a braced end wall or " 'sheathed area as in note 2'and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads -like a worker or one layer of unnailed sheathing. 4. • Sheathing must be totally attached to each TJI® joist before additional loads can be placed on the system. . 5. Ends of cantilevers require safety bracing on both the top and bottom flanges, 6. The flanges must remain straight within a tolerance of 1 h' from true alignment. Ul �',�: � • � � �.� . POST vs,� � •PASTS - �' L7 Ga lo, E ' .SP, `f i lE ►��.. E31�lK�� LA S ox l 6' LTG. C' •' Sz _. d • � II N I �' • �.7yP � cif 'r �'r,�zs. �._ .. �z• ;. - . • G Q2 Z k - T .T Z Ott Z �/� " M . •� .. , `���.� fig � _Z �. i 0 z Z �w UQ CO Cl) �_ Cf)w w U. �D = a �w z= Wo w U� CO ol__ w U_� w z U= O z Building Structural Calculations Crane Design #E- 050596 June 29, 2005 Pei i it No. ClierMn r_.... Zerudin Cosic Aze (206) 778 -4538 Prepared by: Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 (206) 242 -7665 REVIEWED FOR CODE COMPLIANCE d LAORin1jan JAN - 4 2006 gllI aT Of Tukwila Nr nTl /TSTOIV S. Mac EXPIRES: 4/24/ (� '7 CITY OF T NOV 15 2005 PERMIT CENTER >o!; 1 4 t o "I Z Z �W �D J U. UO N W = J 1 U- 0 U- �d = W z� o z . W UJ �o U Cl) 01--" WW 2 ll. F O w z U =. O .Z '.i r Building Structural Calculations Crane Design #E- 050596 June 29, 2005 Pei i it No. ClierMn r_.... Zerudin Cosic Aze (206) 778 -4538 Prepared by: Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 (206) 242 -7665 REVIEWED FOR CODE COMPLIANCE d LAORin1jan JAN - 4 2006 gllI aT Of Tukwila Nr nTl /TSTOIV S. Mac EXPIRES: 4/24/ (� '7 CITY OF T NOV 15 2005 PERMIT CENTER >o!; 1 4 t o "I Z Z �W �D J U. UO N W = J 1 U- 0 U- �d = W z� o z . W UJ �o U Cl) 01--" WW 2 ll. F O w z U =. O .Z WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN — s c81c01.w3w W Shearwalls 2002 June 29, 2005 17:50:28 ;i a level %d 1 of 2 i 50' i i 45' i 40' I L Vj(, z Z �QQ U O. (n W =. H CQ LL WO } 9:3 LL. Q d I W z H z O W Uj O N_; WW 2 LL O z O ~: z F -1 N E -1 N F 30' I I 25' 20' T M ' I 15' C-1 i 10' 5' — - - - - -- 01 - -- —� - - -- — A -1 -5' -10' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' I L Vj(, z Z �QQ U O. (n W =. H CQ LL WO } 9:3 LL. Q d I W z H z O W Uj O N_; WW 2 LL O z O ~: z i WoodWorks@ Shearwalls S OFTWAR E F OR WOOD D -) csicol.wsw Woodworks® Shearwalls 2002 June 29, 2005 17:50:28 level %d 2 of 2 50' 45' 40' F -1 35' N N E -1 30' D �� 25 , 20' 15' B -1 10' i , 5' 0 G z / Z — Z. �W Q 2 JU .. U N �. W= J h- U) LL W O �Q `o a =w .I— _ Z I— F- O . Z F-- C 5 U O C3 F- 2V W 111 Z co F- F- O Z A -1 -5' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' G z / Z — Z. �W Q 2 JU .. U N �. W= J h- U) LL W O �Q `o a =w .I— _ Z I— F- O . Z F-- C 5 U O C3 F- 2V W 111 Z co F- F- O Z F - Woodworks@ Shearwalls SOFTWARE FOR WOOD DESIGN esicola.wsw level %d 1 of 2 , t I 1 1 -5 1 IL L.L- I -L L -10 � ! s� l 6 -10, Ze 0 5 10 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 50 45' I 31 zT WoodWorksO Shearwalls 2002 June 29, 2005 18:14:02 74 62.1 CA - 1 40' rll� C 11 C 26.1 32.2 C 1 `92o 191-0- 35' C%4 N C*4 0 30' I ........... ^ ca E-1 v 25' 0 -1 ri co F 20' N CC) 6736 C-1 co �__ ,_� a D tT S S S 5 10 Im 2 19 r M 5 IT 3224 C & c 26.1 & RA 0 10 I., Z I ll� �- Z W D 00 (j) 0 W w U.� W 0! 2 � 9:1 LL cl) T F- LL1 Z J- 0 W F w W 5 C0 0 W u i X C F- — LL 0 z 0 Z WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN C81collamaw Woocl[WorksS Shearwalls 2002 June 29, 2005 18:14:02 level %d 2 of 2 4.8-15 .8 2303"231!1 2 50, 152.8 117.8 - f 45' 77J2 40' C & C 26.1 32.2 C & C 26.5 32.7 M ok, 35' co C%4 C%j 0 : C) 'o. 30' as N V q Pp E-1 o k? o D-1 0) 04 25' Ln N (6 co 20' N C 1 4 N Cf) I L 15' 4189 B-1 CO CV 'po, C� ce) 10 ] F�V664 N r _N 0 7 1� Oj [ CV cr) 5 'C' cr) � L co 250 0 , cq C & C 26.1 / cq C & %5.8 1 64.9 123 1 Ll ;. I 1� t t I f I 1 1 ; 1 39.6 75.7 L - 115.3 115.3 - 103 103 -10' /4S7'1 6 0 -10 -51 0 1 51 10 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 2 6 ✓� 41 1z , � — 1 � Z LLJ W UO D , CO 0: C0 LLJ W:c C0 LL Ui 0, U- 00 D 1 CY F- W M: Z F- � 0 - Z F-. W LLJ � 2 a D a .C.) C0 0 a � W Ui :E F- 0, Z LLI U N F- z WoodWorks@ Shearwalls SO FTWARE FOR WOOD DESI csic01amsr WoodWorksO Shearwalls 2002 June 29, 2005 18:23 :28 COMPANY PROJECT STRUCTURAL DATA STORY INFORMATION Floor /Ceiling Wall. Building Story Elevation[ft] Depth[in) Height[ft) Mass[lbs) Shear[lbs] Ceiling 20.50 10.0" Level 2 11.67 10.0" 8.00 30478 3987 Level 1 .2.83 10.0" 8.00 29680 2029 Foundation 2.00 Totals: 60158 6016 BLOCK.INFORMATION ROOF PANELS Overhang Mass Block:Bl.ock 1. 2 Stories Type Slope [ft) (lbs) Locationfft): 0.00 North Side 26.3 1.00 0 Extent [ft): 26.00 South Side 26.3 1.00 0 Ridge Loc[ft): 0.00 East Joined 150.0 1.00 0 Ridge Elev[ft): 6.93 West Gable 90.0 0.86 970 BLOCK INFORMATION ROOF PANELS Overhang Mass Block:Slock 2 2 Stories Type Slope [ft.) [lbs] Location[ft]i 0.00 North Side 30.0 1.50 0 ''Extent[ft]: 24.00 South Side 30.0 1.50 0 Ridge Loc[ft]: 0.00 East Gable 90.0 1.50 1871 Ridge Elev[ft]: 10.39 West Gable 90.0 1.50 1871 :DESIGN SETTINGS Design Code: IBC Wind Capacity Increase: Shear = 1.40; C &C Panels = .1.50; Withdrawal = 1.60 Wind: Sheathing capacities are added together Seismic:,Use greater of strongest or twice weakest sheathing capacities. C Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Ma:: Shearwall Offset: Plan = 4.00 Elevation = 1.67 Height to Width Ratio = 3.50 I I SITE INFORMATION Ili IBC Occupancy: Category I; ASCE Equivalent - Category II WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASCE -7 98 Equivalent Lateral Force Procedure j Use Group I; Seismic_ Design Category D; Site profile class D Spectral response accelerations St = 0.400g, Ss = 0.750g Fundamental period T: T used = 0.178s; Approximate Ta = 0.178s; Maximum T = 0.303s Reliabiliy factor rho = 1.00; Response modification factor R = 6.00 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Spacing(in) Framing Members [in] Apply Grp Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 Ext SS incl. OSB 7/16 Vert 8d Nail 4 6 yes Hem -Fir 0.43 24 1 i 2 Ext SS incl. OSB 7/16 Vert 8d Nail 6 6 yes Hem -Fir 0.43 24 1 3 Both SS incl. OSB 23/32 Vert 16d Nail 4 6 yes Hem -Fir 0.43 24 1 ^~ Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. f SHEARLINE DIMENSIONS Name Level Wall Design Location [ft) Extent [ft) Full Height Group(s) X = Y = Start End Sheathing [ft] t 1 0.00 0.00 28.00 I 1 2 0.00 0.00 28.00 28.00 2 2 0.00 0.00 28.00 23.00 2 26.00 0.00 36.00 1 4 26.00 0.00 36.00 28.00 2 2 26.00 0.00 36.00 32.50 3 50.00 0.00 36.00 1 2 50.00 0.00 36.00 33.00 2 2 50.00 0.00 36.00 33.00 A 0.00 0.00 50.00 1 1 0.00 0.00 50.00 12.00 3 2 2 0.00 0.00 50.00 20.50 B 13.00 26.00 50.00 Z ul D UO N � W= J f- N W W O. U- Q N D Z �.. F- O Z F-- U O - cl }- WW LL 2 W N H O Z DESIG14 SETTINGS Design Code: IBC Wind Capacity Increase: Shear = 1.40; C&C Panels = 1.50; Withdrawal = 1.60 Wind: Sheathing capacities are added together Seismic: Use greater of strongest or twice weakest sheathing capacities. Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Max Shearwall Offset: Plan = 4.00 Elevation = 1.67 Height to Width Ratio = 3.50 SITE INFORMATION IBC Occupancy: Category I; ASCE Equivalent - Category II WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASCE -7 98 Equivalent Lateral Force Procedure Use Group I; Seismic Design Category D; Site profile class D Spectral response accelerations S1 = 0.400g, Ss = 0 -750g Fundamental period T: T used = 0.178s; Approximate Ta = 0.178s; Maximum T = 0.303s Reliabiliy factor rho = 1.00; Response modification factor R = 6.00 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Spacing[in] Framing Members [in] Apply Grp Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 £xt SS Incl. OSB 7/16 Vert 8d Nail 4 6 yes Hem -Fir 0.43 24 1 2 Ext SS incl. OSB 7/16 Vert 8d Nail 6 6 yes Hem -Fir 0.43 24 1 3 Both SS incl. OSB 23/32 Vert 16d Nail 4 6 yes Hem -Fir 0.43 24 1 - - -- - -- @ - - H Fir 9.g3 21 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. SHEARLINE DIMENSIONS Name Level Wall Design Location [ft] Extent [ft] Full Height Group(s) X = Y = Starr_ End Sheathing [Et] 1 0.00 0.00 28.00 1 2 0.00 r_i 28.00 28.00 2 2 0.00 0.00 28.00 23.00 2 26.00 0.00 36.00 1 4 26.00 0.00 36.00 28.00 2 2 26.00 0.00 36 -00 32.50 3 50.00 0.00 36.00 1 2 50.00 0.00 36.00 33.00 2 2 50 -00 (3.00 36.00 33.00 A 0.00 50.00 1 1 0.00 0.0 50.00 12 2 0.00 0.00 50.00 20.50 ' P. 13.00 %6.1;r1 50.00 N I ` may t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ w -n[ftJ t). ? ; ?i t ;•,rth� :i•!•r �v.? 2.?)!i Extent [ ft ] :6. flfj S .ut is Side _6. 3 1. fU; ti Ridge Loc [ft }: 0.00 Eas* Joi ned 150.0. l.nri 0 Ridge E}ev(ft]: 6.93 t•:eat Cable 90.0 0.s1G _ 970 BLOCK T?4F0R7 -0AT1r)N ROOF PANELS Overtime Mar:'. Plock:Rlock 2 2 St.c Typee Slope [f tJ Ilt-SI. Lacaricm[ft }: 0.00 t:_rth aide 30.0 1.50. 0 Extent[ft]: 24.00 Si_uth Side 30.0 1.50 n Ridge Loc[ft]: 0.00 East Gable 90.0. 1.50 1871 Ridge £lev[ft]: 10.39 West Gable. 90.0 1.50 1871 DESIG14 SETTINGS Design Code: IBC Wind Capacity Increase: Shear = 1.40; C&C Panels = 1.50; Withdrawal = 1.60 Wind: Sheathing capacities are added together Seismic: Use greater of strongest or twice weakest sheathing capacities. Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Max Shearwall Offset: Plan = 4.00 Elevation = 1.67 Height to Width Ratio = 3.50 SITE INFORMATION IBC Occupancy: Category I; ASCE Equivalent - Category II WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASCE -7 98 Equivalent Lateral Force Procedure Use Group I; Seismic Design Category D; Site profile class D Spectral response accelerations S1 = 0.400g, Ss = 0 -750g Fundamental period T: T used = 0.178s; Approximate Ta = 0.178s; Maximum T = 0.303s Reliabiliy factor rho = 1.00; Response modification factor R = 6.00 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Spacing[in] Framing Members [in] Apply Grp Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 £xt SS Incl. OSB 7/16 Vert 8d Nail 4 6 yes Hem -Fir 0.43 24 1 2 Ext SS incl. OSB 7/16 Vert 8d Nail 6 6 yes Hem -Fir 0.43 24 1 3 Both SS incl. OSB 23/32 Vert 16d Nail 4 6 yes Hem -Fir 0.43 24 1 - - -- - -- @ - - H Fir 9.g3 21 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. SHEARLINE DIMENSIONS Name Level Wall Design Location [ft] Extent [ft] Full Height Group(s) X = Y = Starr_ End Sheathing [Et] 1 0.00 0.00 28.00 1 2 0.00 r_i 28.00 28.00 2 2 0.00 0.00 28.00 23.00 2 26.00 0.00 36.00 1 4 26.00 0.00 36.00 28.00 2 2 26.00 0.00 36 -00 32.50 3 50.00 0.00 36.00 1 2 50.00 0.00 36.00 33.00 2 2 50 -00 (3.00 36.00 33.00 A 0.00 50.00 1 1 0.00 0.0 50.00 12 2 0.00 0.00 50.00 20.50 ' P. 13.00 %6.1;r1 50.00 N I ` may t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ w Z iH Z W. QQ D J U UO ND CO W W = F-. to U WO -X LL Q, N H = Z F. ZO 2 5 U 0, W lL Z . W Z c r 2 2 13.00 0.00 50.00 16.00 C 15.00 17.50 26.00 1 3 15.00 0.00 50.00 3.00 D 25.50 26.00 36.50 22 25.50 0.00 50.00 10.50 E 28.00 0.00 26.00 1 4 28.00 0.00 50.00 13.00 2 2 28.00 0.00 50.00 12.50 F 36.00 26.00 50.00 1 4 36.00 26.00 50.00 18.00 2 2 36.00 26.00 50.00 13.50 LOADS WIND SHEAR LOADS Name Building Lev Profile Tributary Location[ft] Magnitude Wind Face Width[ft} From To (lbs,plf,psf) Direction Block 1 N Wall North 1 Line 0.00 26.00 111.1 Windward 1 Block 1 N Wall North 1 Line 0.00 26.00 74.2 Leeward f Block 1 N Wall North 2 Line 0.00 26.00 63.4 Windward Block 1 N Wall North 2 Line 0.00 26.00 40.6 Leeward Block 1 N Roof North 2 Line -0.86 25.14 12.3 Windward Block. l N Roof North 2 Line -0.86 25.14 77.2 Leeward Block 1 N Roof North 2 Line 25.14 38.00 77.2 -0.0 Leeward Block 1 N Roof North 2 Line 25.14 38.00 12.3 -0.0 Windward Block 1 S Wall South 1 Line 0.00 50.00 111.1 Windward Block 1 S Wall South 1 Line 0.00 50.00 74.2 Leeward j- Block 1 S Wall South 2 Line 0.00 50.00 63.4 Windward .Block 1 S Wall South 2 Line 0.00 50.00 40.6 Leeward Block 1 S Roof South 2 Line -0.86 25.14 12.3 Windward Block l S Roof South 2 Line -0.86 25.14 .77.2 Leeward Block'l S Roof South 2 Line 25.14 38.00 77.2 -0.0 Leeward j Block 1 S Roof South 2 Line 25.14 38.00 12.3 -0.0 Windward { Block 1 W Wall West 1 Line 0.00 28.00 111.1 Windward Block l:W Wall West 1 Line 0.00 28.00 76.5 Leeward Block 1 W Wall West 2 Line 0.00 28.00 63.4 Windward Block 1 W Wall West .2 Line 0.00 28.00 41.9 Leeward Block 1 W Wall West 2 Line 0.00 14.00 0.0 -60.0 Leeward Block 1 W Wall West 2 Line 0.00 14.00 0.0 -95.3 Windward Block 1 W Wall West 2 Line 14.00 28.00 60.0 -0.0 Leeward i Block 1 W Wall West 2 Line 14.00 28.00 95.3 -0.0 Windward Block 2 14 Wall North 1 Line 26.00 50.00 111.1 Windward Block 2 N Wall North 1 Line 26.00 50.00 62.1 Leeward Block 2 N Wall North 2 Line 26.00 50.00 63.4 Windward Block 2 N Wall North 2 Line 26.00 50.00 34.0 Leeward Block 2 N Roof North 2 Line 24.50 51.50 118.8 Leeward Block 2 N Roof North 2 Line 24.50 51.50 39.6 Windward Block. 2 E Wall East 1 Line 0.00 36.00 111.1 Windward Block 2 E Wall East 1 Line 0.00 36.00 77.7 Leeward Block 2 E Wall East: 2 Line 0.00 36.00 63.4 Windward Block 2 E Wall East 2 Line 0.00 36.00 42.5 Leeward Block 2 E Wall East 2 Line 0.00 18.00 0.0 -91.4 Leeward 4 Block 2 E Wall East 2 Line 0.00 18.00 0.0 -145.0 Windward Block 2 E Wall East 2 Line 18.00 36.00 91.4 -0.0 Leeward Block 2 E Wall East 2 Line 18.00 36.00 145.0 -0.0 Windward Block 2 S Roof South 2 Line 24.50 51.50 118.8 Leeward Block 2 S Roof South 2 Line 24.50 51.50 39.6 Windward Block 2 W Wall West I Line 28.00 36.00 111.1 Windward Block 2 W Wall West 1 Line 28.00 36.00 77.7 Leeward Block 2 W Wall West 2 Line 28.00 36.00 63.4 Windward I Block 2 W Wall West 2 Line 28.00 36.00 42.5 Leeward Block 2 W Wall West 2 Line 0.00 18.00 0.0 -91.4 Leeward Block 2 W Wall West_ 2 Line 0.00 18.00 0.0 -145.0 Windward Block. 2 W Wall West 2 Line 18.00 36.00 91.4 -0.0 Leeward 1 Block 2 W Wall West 2 Line 16.00 36.00 145.0 -0.0 Windward j WIND C&C LOADS Name Building Level Magnitude [psf] Face Interior End Zone Block 1 N Wall North 1 26.1 32.2 Block. 1 N Wall North 2 26.1 32.2 Block 1 S Wall South 1 26.1 32.2 Block 1 S Wall South 2 26.1 32.2 Block 1 W Wall West 1 26.1 32.2 Block. 1 W Wall West 2 26.1 32.2 I Block 2 N Wall North 1 26.5 32.7 } Block 2 14 Wall North 2 26.5 32.7 Z iH Z W. QQ D J U UO ND CO W W = F-. to U WO -X LL Q, N H = Z F. ZO 2 5 U 0, W lL Z . W Z c i Block 2 E Wall East 1 26.5 32.7 # Block 2 E Wall East 26.5 32.7 Block 2 S Wall South 1 26.5 32.7 j Block 2 S Wall South 2 26.5 32.7 Block 2 W Wall West 1 26.5 32.7 Block 2 W Wall West 2 26.5 32.7 j BUILDING MASSES Name Shear Level Profile Tributary Location[ft] Magnitude Line Width[ft] From To [lbs,plf,psf] Weill E -1 E 1 Line 0.00 2G.00 B0.0 1 11 A -1 A 1 Line 0.00 50.00 80.0 Wall 1 -1 1 1 Line 0.00 28.00 80.0 Wall F -1 F 1 Line 26.00 50.00 80.0 Wall 3 -1 3 1 Line 0.00 36.00 60.0 Wall 2 -2 2 1 Line 28.00 36.00 80.0 Floor DI-E 1 1 Line 0.00 26.00 250.0 ] Floor D1 -W 3 1 Line 0.00 28.00 250.0 Floor D2 -E 2 1 Line 26.00 36.00 120.0 Floor D2 -W 3 1 Line 28.00 36.00 120.0 Floor D1 -S A 1 Line 0.00 26.00 140.0 Floor D1 -14 E 1 Line 0.00 26.00 140.0 Floor D2 -S A 1 Line 26.00 50.00 180.0 Floor. D2 -N F 1 Line 26.00 50.00 180.0 Wall E -1 E 2 Line 0.00 26.00 80.0 Wall A -1 A 2 Line 0.00 50.00 80.0 Wall 1 -1 1 2 Line 0.00 28.00 80.0 Wall F -1 F 2 Line 26.00 50.00 80.0 Wall 3 -1 3 2 Line 0.00 36.00 80.0 Wall 2-2 2 2 Line 28.00 36.00 80.0 Block 1 N Roof E 2 Line -0.86 27.00 150.0 Block 1 E Roof 2 2 Line -1.00 29.00 140.0 Block l S Roof A 2 Line - 0.86 27.00 150.0 Block 1 W Roof 1 2 Line -1.00 29.00 138.6 Block 1 W Gable -S 1, 2 Lime 0.00. 14.00 0.0 -69.3 Block 1 W Gable -N 1 2 Line 14.00 28.00 69.3 -0.0 Block 2 N Roof F 2 Line 24.50 51.50 195.0 Block 2.E Roof 3 2 Line -1.50 37.50 135.0 Block 2.S Roof A 2 Line 24.50 51.50 195.0 Block 2 W Roof 2 2 Line - 1.50 37.50 135.0, 61ocY. 2 E Gable -S 3 2 Line 0.00 18.00 0.0 -103.9 Blocs: 2 E Gable -N 3 2 Line 18.00 36.00 103.9 -0.0 Block 2 W Gable -S 2 2 Line 0.00 18.00 0.0 -103.9 Block 2 W Gable -N 2 2 Line 18.00 36.00 103.9 -0.0 SEISMIC LOADS Name Building Lev Profile Location[ft] Magnitude Face From To [lbs,plf,psf] South l South 1 Line 0.00 26.00 21.1 South 2 South 1 Point 0.00 0.00 107 South 3 South 1 Line 26.00 50.00 24.9 South 4 South 1 Point 26.00 26.00 31 South 5 South 1 Point 50.00 50.00 138 West 1 West 1 Line 0.00 28.00 31.6 West 2 West 1 Point 0.00 0.00 191 West 3 West 1 Line 28.00 36.00 19.1 i West 4 West 1 Point 28.00 28.00 100 West 5 West 1 Point 36.00 36.00 92 South 1 South 2 Line -0.86 0.00 21.5 4 South 2 South 2 Line 0.00 24.50 34.8 South 3 south 2 Point 0.00 0.00 191 South 4 South 2 Line 24.50 26.00 70.5 South 5 South 2 Point 26.00 26.00 201 South 5 South 2 Line 26.00 27.00 70.5 South 7 South 2 Line 27.00 50.00 43.0 South 8 South 2 Line 50.00 51.50 35.1 South 9 SOUL 2 Point 50.00 50.00 303 West 1 West 2 Line -1.50 -1.00 24.7 1 West 2 West 2 Line -1.00 0.00 50.2 West 3 West 2 Line 0.00 14.00 57.6 -78.7 West 4 West 2 Point 0.00 0.00 183 i West 5 West. 2 Line 14.00 18.00 78.7 -81.1 West 6 West 2 Line 18.00 28.00 81.1 -66.0 West 7 West 2 Point 28.00 28.00 95 West_ 5 West 2 Line 28.00 29.00 66.0 -65.0 West 9 West 2 Line 29.00 36.00 39.4 -32.0 West 10 West 2 Line 36.00 37.50 24.7 West 11 West 2 Point 36.00 36.00 88 8 /zs 11 Z '~ w WD UO: Cl) D C0 LU J x. N u_ W Q � LL Q d FW 2 Z �O. Z h- � Q U O Ns � F- W W, L W Z U N• O ~`' Z.. SHEAR RESULTS by SNEARLINE WIND DESIGN ✓� FLEXIBLE DIAPHRAGM DESIGN Line L Lev W Wall. W Wind T Total, C Cumulative Shear Forne S Shear C Capacity fpl.f) R Response Grp. D Dir. F FHS V V[lbs] U Unit V V /FHS[plf] I Inter E Exter P Perf T Total V V /FHS /'Pot 1 1 1 2 2 B Both 2 28.00 5 5007 1 178.8 1 178.8 2 299.5 1 1.00 2 299.5 0 0.60 2 2 2 B Both 2 23.00 2 2599 9 92.8 1 1..13.0 2 299.5 1 1.00 2 299.5 0 0.38 2 1 1 N /.? N - >S 2 28.00 1 10941 3 303.9 3 390.7 4 462.2 1 1.00 4 462.2 0 0.85 2 2 N - >S 3 32.50 6 6310 1 175.3 1 194.1 2 299.5 1 1.00 2 299.5 0 0.65 3 1 1 2 2 N N - >S 3 33.00 5 5693 1 158.1 1 172.5 2 299.5 1 1.00 2 299.5 0 0.58 2 2 2 N N - >S 3 33.00 3 3470 9 96.4 1 105.1 2 299.5 1 1.00 2 299.5 0 0.35 A 1 1 1 1 W W - >E 1 12.00 3 3224 6 64.5 2 268.7 4 467.2 1 1.00 4 462.2 0 0.58 2 2 2 W W - >E 2 20.50 1 1250 2 25.0 6 61.0 2 299.5 1 1.00 2 299.5 0 0.20 B 2 2 2 2 W W - >E 1 16.00 4 4189 8 83.8 2 261.8 2 299.5 1 1.00 2 299.5 0 0.87 � p V C 1 1 3 3 W W - >E 3 3.00 6 6736 1 134.7 2 2245.4 5 546.8 5 546.8 1 1.00 1 1093.7 2 2.05'' ��/ p D 2 2 2 2 W W - >E 1 10.50 2 2411 4 48.2 2 229.6 2 299.5 1 1.00 2 299.5 0 0.77 O Or A: 4 COO A. E 1 1 4 4 W W - >E . . 13.00 4 4917 9 98.3 3 378.2 4 462.2 1 1.00 4 462.2 0 0.82 2 2 2 W W - >E 1 12.50 9 988 1 19.8 7 79.1 2 299.5 1 1.00 2 299.5 0 0.26 h ht / r re F 1 1 4 4 B Both 1 18.00 1 1319 5 54.9 7 73.3 4 462.2 1 1.00 4 462.2 0 0.16 e e14 2 2 2 R Roth. 1 1.3.50 5 564 2 23.5 4 41.8 2 299.5 1 1. 00 2 299.5 0 0.14 / / WARNING d design rapacity has been e exceeded. >/00 Pal xl NE SHEARWALL S SEGMENTS,�� 1 1r Name L Lev T Type W Wall D Dimensions [ft] F Full Height P Perf S Shear [ [lbs] Opening [ [ft] Group L Location S Start E End S Sheathing F Factor F Force C Capacity Width - U. V. 28.00 28.00 1.00 5007 8385 1 -1 2 1; 2 0.00 0.00 28.00 23.00 1.00 2599 6888 Opening 1 6.50 11.50 5.00 7.00 2 -1 1 I 4 26.00 0.00 28.00 20.00 1.00 7815 9244 Opening 1 11.00 14.00 3.00 7.00 Opening 2 20.00 25.00 5.00 8.00 2 -2 1 I 4 26.00 28.00 36.00 8.00 1.00 3126 3698 2 -1 2 I 2 26.00 0.00 28.00 24.50 1.00 4756 7337 Opening 1 13.00 16.50 3.50 7.00 2 -2 2 1 2 26.00 28.00 36.00 8.00 1.00 1,553 2396 3 -1 1 I 2 50.00 0.00 36.00 33.00 1.00 5693 9882 Opening 1 14.50 17.50 3.00 4.00 3 -1 2 I 2 50.00 0.00 36.00 33.00 1.00 3470 9882 .Opening 1 4.00 7.00 3.00 4.00 A -1 1 I 1 0.00 0.00 50.00 12.00 1.00 3224 5547 Opening l 3.00 15.00 12.00 4.00 Opening 2 19.00 25.00 6.00 8.00 Opening 3 27.50 36.50 9.00 8.00 Opening 4 38.50 47,50 9.00 8.00 A -1 2. I 2 0.00 0.00 50.00 20.50 1.00 1250 6139 Opening 1 3.00 15.00 12.00 4.00 Opening 2 18.00 26.00 8.00 8.00 Opening 3 29.00 35.50 6.50 4.00 Opening 4 43.50 46.50 3.00 4.00 B -1 2 I 2 13.00 26.00 50.00 16.00 1.00 4189 4791 Opening 1 34.00 42.00 8.00 7.00 C -1 1 I 3 15.00 17.50 26.00 3.00 1.00 6736 3281 Opening•1 19.00 23.00 4.00 7.00 D -1 2' 1 2 25.50 26.00 36.50 10.50 1.00 2411 3144 E -1. 1 I !1 28.00 0.00 26.00 13.00 1.00 4917 6009 Opening 1 2.50 15.50 13.00 7.00 E -1 2 I 2 28.00 0.00 26.00 12.50 1.00 9BB 3743 Opening 1 1.50 7.50 6.00 4.00 Opening 2 16.50 22.50 6.00 4.00 F -1 1 I 4 36.00 26.00 50.00 18.00 1.00 1319 8320 Opening-1 29.00 32.00 3.00 4.00 Opening 2 40.00 43.00 3.00 4.00 F -1 2 I 2 36.00 26.00 50.00 13.50 1.00 564 4043 Opening 1 31.50 35.50 4.00 4.00 Opening 2 40.00 46.50 6.50 4.00 DRAGSTRUT AND HOLDPOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 2334 2334 1 0.00 6.50 Line 1 Vert. Element 904 904 %5 0 z Z Qa , W WD J U' U 0 W= J H T O. W� LL J ?. N CO = W z �o z f- U � O (A 13 E- WW LL 0: W z U =' z %5 0 z Z Qa , W WD J U' U 0 W= J H T O. W� LL J ?. N CO = W z �o z f- U � O (A 13 E- WW LL 0: W z U =' z r:. a 1 0.00 11.50 Line 1 Vert. Element 904 904 1 0.00 28.00 Line 1 Vert. Element 2334 2334 1 26.00 0.00 Line 2 Vert. ElemenL 4679 4679 1 26.00 11.00 Line 2 Vert. Element 3644 3644 955 1 26.00 14.00 Line 2 Vert. Element 4161 4161 43 1 26.00 16.50 Line 2 Vert. Element 1553 1553 1 26.00 20.00 Line 2 Vert. 'Element 3126 3126 564 1 26.00 25.00 Line 2 Vert.. Element. 3126 3126 955 1 26.00 28.00 Line 2 Vert. Element 9358 9358 1 26.00 36.00 Line 2 Vert. Element 4679 4679 1 50.00 0.00 Line 3 Vert. Element 2221 2221 1 50.00 4.00 Line 3 Vert. Element 841 841 1 50.00 7.00 Line 3 Vert. Element 841 841 1 50.00 14.50 Line 3 Vert. Element 1380 1380 206 1 50.00 17.50 Line 3 Vert. Element 1380 1380 266 1 50.00 36.00 Line 3 Vert. Element 2221 2221 1 0.00 0.00 Line A Vert. Element 2637 2637 1 3.00 0.00 Line A Vert. Element 2637 2637 613 1 15.00 0.00 Lime A Vert. ElemenL• 2637 2637 161 1 18.00 0.00 Line A Vert. Element 488 488 1 19.00 0.00 Line A Vert. Element 2149 2149 656 1 25.00 0.00 Line A Vert. Element 2149 2149 269 1 26.00 0.00 Line A Vert. Element 488 488 1 27.50 0.00 Line A Vert. Element. 2610 2610 779 1 36.50 0.00 Line A Vert. Element 515 515 1 38.50 0.00 Line A Vert. Element 271 271 l 47.50 0.00 Line A Vert. Element 2854 2854 510 Z 50.00 0.00 Line A Vert. Element 2637 2637 1 26.00 13.00 Line B Vert. Element 2095 2095 1 34.00 .13.00 Line B Vert. Element 2095 2095 1 42.00 13.00 Line B Vert. Element 2095 2095 1 50.00 13.00 Line B Vert. Element 2095 2095 1 23.00 15.00 C -1 Right Wall End 17963 17963 3099 1 26.00 15.00 C -1 Right Wall End 17963 17963 3233 1 26.00 25.50 Llne D Vert. Element 1637, 1837 1 .36.50 25.50 Line D Vert. Element 1837 1837 1. 0.00 28.00 Line E Vert. Element 3026 3026 1 2.50 28.00 Line E Vert. Element 3415 3415 700 1. 15.50 28.00 Line E Vert. Element 3269 3269 579 1 16.50 28.00 Line E Vert. Element. 633 633 1 22.50 28.00 Line E Vert. Element 633 633 1 26.'00 28.00 Line E Vert. Element 3658 3658 2360 1 26.00 36.00 Line F Vert. Element 920 920 1 29.00 36.00 Line F Vert. Element 642 642 55 1 32.00 36.00 Line F Vert. Element 864 864 110 1 35.50 36.00 Line F Vert. Element 334 334 1 40.00 .36.00 Line F Vert. Element 920 920 37 1 43.00 36.00 Line F Vert. Element 586 586 128 1 46.50 36.00 Line F Vert. Element 334 334 1 50.00 36.00 Line F Vert. Element 920 920 2 0.00 0.00 1 -1 Left Wall End 904 904 2 0.00 6.50 1 -1 Left Wall End 904 904 131 2 0.00 11.50 1 -1 Left Wall End 904 904 333 2 0.00 28.00 1 -1 Left Wall End 904 904 2 2G.00 0.00 2 -2 Left Wall End 1553 1553 2 26.00 13.00 2 -2 Left Wall End 1553 1553 245 2 26.00 16.50 2 -2 Left Wall End 1553 1553 368 2 26.00 28.00 2 -2 Left Wall End 3106 3106 2 26.00 36.00 2 -2 Left Wall End 1553 1553 2 90.00 0.00 3 -1 Left Wall End 841 841 2 `50.00, 4.00 3 -1 Left Wall End 841 841 35 2 50.00 7.00 3 -1 Left Wall End 841 841 254 2 50.00 36.00 3 -1 Left Wall End 841 841 2 0.00 0.00 A -1 Left Wall End 488 488 2 3.00 0.00 A -1 Left Wall End 488 488 108 2 15.00 0.00 A -1 Left Wall End 488 488 192 2 18.00 0.00 A -1 Left; Wall End 486 466 64 2 26.00 0.00 A -1 Left Wall End 488 488 284 2 29.00 0.00 A -1 Left Wall End 488 488 176 2 35.50 0.00 A -1 Left Wall End 488 488 339 2 43.50 0.00 A -1 Left Wall End 488 488 51 2 46.50 0.00 A -1 Left Wall End 488 488 126 2 50.00 0.00 A -1 Left Wall End 488 488 2 26.00 13.00 B -1 Left Wall End 2095 2095 2178 2 34.00 13.00 B -1 Left Wall End 2095 2095 754 2 42.00 13.00 B -1 Left Wall End 2095 2095 1424 2 2 50.00 26.00 13.00 25.50 B -1 D -1. Left Left Wall End Wall End 2095 1837 2095 1837 1254 001� / Z a2 W D J U: (3 O' CO) c) CO) = J F. . CO LL WO J LL a N = = d. �W F- O Z f- uj 5' U� O N. 0 F-. W H O - Z W U= O H. Z 2 36.50 25.50 D -1 Left Wall End 1837 1837 651 2 7,50 28.00 E -1 Right Opening 1 633 633 148 2 16.50 28.06 E -1 Right Opening 1 633 633 385 2 22.50 28.00 E -1 Right Opening 1 633 633 267 2 2G.00 28.00 E -1 Right Opening 1 633 633 474 2 26.00 36.00 F -1 Left Wall End 334 334 2 31.50 36.00 F -1 Left Wall End 334 334 100 2 35.50 36.00 F -1 Left Wall End 334 334 7 2 40.00 36.00 F -1 Left Wall End 334 334 89 2 46.50 36.00 F -1 Left Wall End 334 334 64 2 50.00 36.00 F -1 Leif Wall End 334 334 RIGID DIAPHRAGM DESIGI4 SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V[lbs] Unit V /FHS(plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 N ->S 26.00 6662 237.9 237.9 299.5 1.00 299.5 0.79 2 2 N - >S 23.00 3815 136.2 165.9 299.5 1.00 299.5 0.55 2 1 4 N - >S 28.00 9004 250.1 321.6 462.2 1.00 462.2 0.70 2 2 1J - >S 32.50 4611 128.1 141.9 299.5 1.00 299.5 0.47 3 1 2 N - >S 33.00 7533 209.3 228.3 299.5 1.00 299.5 0.76 2 2 N - >S 33.00 4936 137.1 149.6 299.5 1.00 299.5 0.50 A 1 1 W - >E 12.00 4687 93.7 390.5 462.2 1.00 462.2 0.84 2 2' W - >E 20.50 2822 56.4 137.7 299.5 1.00 299.5 0.46 B 2 2 W - >E 16.00 2100 42.0 131.2 299.5 1.00 299.5 0.44 C 1 3 W - >E 3.00 2452 49.0 817.2 546.8 546.8 1.00 1093.7 0.75 D 2 2 W - >E 10.50 1375 27.5 130.9 299.5 1.00 299.5 0.44 E 1 4 W - >E 13.00 4104 82.1 315.7 462.2 1.00 462.2 0.68 2 2 W - >E 12.50 1645 32.9 131.6 299.5 1.00 299.5 0.44 F 1 4 W - >E 18,00 5491 228.8 305.1 462.2 1.00 462.2 0.66 2 2 W - >E 13.50 1807 75.3 133.9 299.5 1.00 299.5 0.45 SHEARWALL.SEGMENTS Warne Lev Type Wall Dimensions [ft] Full Height Perf Shear [lbs] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 28.00 28.00 1.00 6662 8385 1 -1 2 I 2 0.00 0.00 28.00 23.00 1.00 3815 6888 Opening 1 6.50 11.50 5.00 7,00 2 -1 1 I, 4 26.00 0.00 28.00 20.00 1.00 6431 9244 Opening 1 11.00 14.00 3.00 7.00 Opening 2 20.00 25.00 5.00 8.00 2 -2 1 I 4 26.00 28:00 36.00 8.00 1.00 2573 3698 2 -1 2 . I 2 26.00 0.00 28.00 24.50 1.00 3476 7337 Opening.l 13.00 16.50 3.50 7.00 2 -2 2 I 2 26.00 28.00 36.00 8.00 1.00 1135 2396 3 -1 1 1 2 50.00 0.00 36.00 33.00 1.00 7533 9882 Opening 1 14.50 17.50 3.00 4.00 3 -1 2 I 2 50.00 0.00 36.00 33.00 1.00 4936 9882 Opening 1 4.00 7.00 3.00 4.00 A -1 1 I 1 0.00 0.00 50.00 12.00 1.00 4687 5547 Opening 1 3.00 15.00 12.00 4.00 Opening 2 19.00 25.00 6.00 8.00 Opening 3 27.50 36.50 9.00 8.00 Opening 4 38.50 47.50 9.00 8.00 A -1 2 I 2 0.00 0.00 50.00 20.50 1.00 2822 6139 Opening 1 3.00 15.00 12.00 4.00 Opening 2 18.00 26.00 8.00 8.00 Opening'3 29.00 35.50 6.50 4.00 Opening 4 43.50 46.50 3.00 4.00 B -1 2 I 2 13.00 26.00 50.00 16.00 1.00 2100 4791 Opening 1 • 34.00 42.00 8.00 7.00 C -1 1 I 3 15.00 17.50 26.00 3.00 1.00 2452 3281 Opening 1 19.00 23.00 4.00 7.00 D -1 2 I 2 25.50 26.00 36.50 10.50 1.00 1375 3144 E -1 1 I 4 26.00 0.00 26.00 13.00 1.00 4104 6009 Opening 1 2.50 15.50 13.00 7.00 E -1 2 I 2 28.00 0.00 26.00 12.50 1.00 1645 3743 Opening 1 1.50 7,50 6.00 4.00 Opening 2 16.50 22.50 6.00 4.00 F -1 1 I 4 36.00 26.00 50.00 18.00 1.00 5491 F 3320 Opening 1 29.00 32.00 3.00 4.00 opening 2 40.00 43.00 3.00 4.00 F -1 2 I 2 36.00 26.00 50.00 13.50 1.00 1801 4043 Opening 1 31.50 35.50 4.00 4.00 Opening 2 40.00 46.50 6.50 4.00 Z 11 ' Q Z` W J U. U O. CO) = H N LL W O 95 LL Q co a H =: Z� Z 0. W U� O 0 L- WW - O •• Z W CO) O ~. Z Z Z a , W UQ W = J F- N LL W O U. U) �. = W Z F.. Z W D Q U O N 0 1- WW W CO O h^, Z 4 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut X 1' or Opening S DeAd Upl 3 ft Canilb.i ned Force [.ib:3 ] y 1 0.00 0.00 Line 1 Vert. Element 3230 3230 t 1 0.00 6.50 Line 1 Vert. Element 1327 1327 1 0.00 11.50 Line 1 Vert.. Element 1327 1327 1 0.00 28.00 Line 1 Vert. Element 3230 3230 i 1 26.00 0.00 Line 2 Vert. Element. 3708 3708 ! 1 26.00 11.00 Line 2 Vert. Element 2951 2951 786 1 26.00 14.00 Line 2 Vert. Element 3329 3329 36 1 26.00 16.50 Lirie 2 Vert. Element 1135 1135 1 26.00 20.00 Line 2 Vert. Element 2573 2573 464 1 26.00 25.00 Line 2 Vert. Element 2573 2573 786 [ 1 26.00 28.00 Line 2 Vert. Element 7415 7415 1 26.00 36.00 Line 2 Vert. Element 3708 3708 1 50.00 0.00 Line 3 Vert. Element 3023 3023 j 1 50.00 4.00 Line 3 Vert. Element 1197 1197 i 1 50.00 7.00 Line 3 Vert. Element 1197 1197 1 50.00 14.50 Line 3 Vert. Element 1826 1826 276 1 50.00 17.50 Line 3 Vert. Element 1826 1826 352 1 a 1 .50.00 0.00 36.00 0.00 Line Line 3 A Vert. Vert. Element Element 3023 4226 3023 4226 1 3.00 0.00 Line A Vert. Element 4226 4226 890 1 3.5.00 0.00 Line A Vert. Element 4226 4 ?. ?.6 234 1 18.00 0.00 Line A Vert. Element 1101 1101 1 19.00 0.00 Line A Vert. Element 3124 3124 953 1 25.00 0.00 Line A Vert. Element 3124 3124 391 r 1. 26.00 0.00 Line A Vert. Element 1101 1101 1 27.50 0.00 Line A Vert. Element 4164 4164 1133 1 36.50 0.00 Line A Vert. Element 1162 1162 1 38.50 0.00 Line A Vert. Element 612 612 1 47.50 0.00 Line A Vert. Element 4715 4715 742 1 50.00 0.00 Line A Vert. Element 4226 4226 1 13.00 Line B Vert. Element 1050 1050 1 34.00 13.00 Line B Vert. Element 1050 1050 1 42.00 13.00 Line B Vert. Element 1050 1050 1 50.00 13.b0 Line B Vert. Element 1050 1050 1 23.00 15.00 C -1 Right Wall End 6537 6537 1128 1 26.00 15.00 C -1 Right Wall End 6537 6537 1177 1: 26.00 25.50 Line D Vert. Element 1047 1047 1 36.50 25.50 Line D Vert. Element 1047 1047 1 0.00 28.00 Line E Vert. Element 2526 2526 1 2.50 28.00 Lirie F Vert. Flernent. 3174 31.14 584 1 15.50 28.00 Line E Vert. Element 2931 2931 483 1 16.50 28.00 Line E Vert. Element 1053 1053 1 22.50 28.00 Line E Vert. Element 1053 1053 1 26.00 28.00 Line E Vert. Element 3579 3579 1970 .1 26.00 36.00 Line F Vert. Element 3511 3511 1 29.00 36.00 Line F Vert. Element 2619 2619 229 1 32.00 36.00 Line F Vert. Element 3333 3333 458 1 35.50 36.00 Line F Vert. Element 1071 1071 1 40.00 36.00 Line F Vert. Element 3511 3511 153 1 43.00 36.00 Line F Vert. Element 2440 2440 534 1 46.50 36.00 Line F Vert. Element 1071 1071 1 50.00 36.00 Line F Vert. Element 3511 3511 2 0.00 0.00 1 - 1 Left Wall End 1:127 1327 } 2 0.00 6.50 1 -1 Left Wall End 1327 1327 193 2 0.00 11.50 1 -1 Left Wall End 1327 1327 489 2 0.00 28.00 1 -1 Left Wall End 1327 1327 2 26.00 0.00 2 -2 Left Wall End 1135 1135 2 26.00 13.00 2 -2 Left Wall End 1135 1135 179 2 26.00 16.50 2 -2 Left Wall End 1135 1135 269 2 26.00 28.00 2 -2 Left Wall End 2270 2270 2 26.00 36.00 2 - 2 Left Wall End 1135 1135 ! 2 50.00 0.00 3 -1 Left Wall End 1197 1197 2 50.00 4.00 3 -1 Left Wall End 1197 1197 50 } 2 50.00 7.00 3 -1 Left Wall End 1.197 1197 362 2 50.00 36.00 3 -1 Left Wall End 1197 1197 j 2 0.00 0.00 A -1 Left Wall End 1101 1101 2 3.00 0.00 A -1 Left Wall End 1101 1101 244 2 15.00 0.00 A-1 Left Wall End 1101 1101 434 2 18.00 0.00 A -1 Left Wall. End 1101 1101 190 2 26.00 0.00 A -1 Left Wall End 1101 1101 641 2 29.00 0.00 A -1 Left Wall End 1101 1101 398 2 35.50 0.00 A -1 Left Wall End 1101 1101 165 ! 2 43.50 0.00 A -1 Left Wall End 1101 1101 115 2 46.50 0.00 A -1 Left Wall End 1101 1101 284 2 50.00 0.00 A -1 Left Wall End 1101 1101 Z Z a , W UQ W = J F- N LL W O U. U) �. = W Z F.. Z W D Q U O N 0 1- WW W CO O h^, Z k 2" 26.00 13.00 B -1 Left Wall End 1050 1050 1092 2 34.00 13.00 B -1 Left Wall End 1050 1050 378 2 42.00 13.00 B -1 Left Wall End 1050 1050 714 2 50.00 13.00 B -1 Left Wall End 1050 1050 2 26.00 25.50 D -1 Left Wall End 1047 1047 715 2 36.50 25.50 D -1 Left Wall End 1047 1047 371 2 7.50 28.00 E -1 Right Opening 1 1053 1053 247 2 16.50 28.00 E -1 Right Opening 1 1053 1053 642 2 22.50 28.00 E -1 Right Opening 1 1053 1053 444 2 26.00 28.00 E -1 Right Opening 1 1053 1053 790 2 26.00 36.00 F -1 Left Wall End 10 1071 2 31.50 36.00 F -1 Left Wall End 1071 1071 322 2 35.50 36.00 F -1 Left Wall End 1071 1071 21 2 40.00 36.00 F -1 Left Wall End 1071 1071 284 2 46.50 36.00 F -1 Left Wall End 1071 1071 205 2 50.00 36.00 F -1 Left Wall End 1071 1071 COMPONENT AND CLADDING DESIGN COMPONENTS AND CLADDING by SHEARLINE Fasteners [lbs] Name Level Wall Sheathing [psf] Force Capacity Response Group Force Cap. Resp End Int End Int 1 1 2 32.2 30.0 1.07* 32 26 68 0.47 0.38 2 .2 32.2 30.0 1.07* 32 26 68 0.47 0.36 2 1 4 32.2 30.0 1.07* 32 26 68 0.47 0.38 2 2 32.2 30.0 1.07* 32 26 68 0.47 0.38 3" 1 2 32.7 30.0 1.09* 33 26 68 0.48 0.39 2 2 32.7 30.0 1.09* 33 26 68 0.48 0.39 A 1. 1 29.3 30.0 0.98 29 26 126 0.23 0.21 2 2 29.3 30.0 0.98 29 26 68 0.43 0.38 E 1 4 32.2 30.0 1.07* 32 26 68 0.47 0.38 2 2 32.2 30.0 1.07* 32 26 68 0.47 0.38 F. 1 4 32.2 30.0 1.07* 32 26 68 0.47 0.38 2 2 32.2 30.0 1.07* 32 26 68 0.47 0.38 *WARNING - Sheathing design capacity has been exceeded for Flexible Design and Rigid Design SEISMIC - DESIGN FLEXIBLE DIAPHRAGM DESIGN ,SHEAR RESULTS by SHEARLINE .Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. FHS V[lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /ToL 1 1 2 28.00 1050 37.5 37.5 213.9 1.00 213.9 0.18 2 2 23.00 669 23.9 29.1 213.9 1.00 213.9 0.14 2 1 4 28.00 1851 51.4 66.1 330.1 1.00 330.1 0.20 2 2 32.50 1248 34.7 38.4 213.9 1.00 213.9 0.18 3 1 2 33.00 1310 36.4 39.7 213.9 1.00 213.9 0.19 2 2 33.00 874 24.3 26.5 213.9 1.00 213.9 0.12 A 1 1 12.00 1217 24.3 101.5 330.1 1.00 330.1 0.31 2 2 20.50 662 13.2 32.3 213.9 1.00 213.9 0.15 B 2 2 16.00 951 19.0 59.4 213.9 1.00 213.9 0.28 C 1 3 3.00 1373 27.5 457.8 390.6 390.6 1.00 781.2 0.59 D' 2 2 10.50 558 11.2 53.1 213.9 1.00 213.9 0.25 E 1 4 13.00 1186 23.7 91.2 330.1 1.00 330.1 0.28 2 2 12.50 354 '7.1 28.3 213.9 1.00 213.9 0.13 F 1 4 18.00 435 18.1 24.1 330.1 1.00 330.1 0.07 2 2 13.50 266 11.1 19.7 213.9 1.00 213.9 0.09 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ Group Location Start 1 -1 1 ' I 2 0.00 0.00 1 -1 2 I 2 0.00 0.00 Opening 1 6.50 2 -1 1 I 4 26.00 0.00 Opening 1 11.00 Opening 2 20.00 2 -2 1 I 4 26.00 28.00 2 -1 2 1 2 26.00 0.00 Opening 1 13.00 2 -2 2 I 2 26.00 28.00 3 -1 1 I 2 50.00 0.00 t] Full Height Pert Shear [lbs] Opening [ft] End Sheathing Factor Force Capacity Width Height 28.00 28.00 1.00 1050 5989 28.00 23.00 1.00 669 4920 11.50 5.00 7.00 28.00 20.00 1.00 1322 6603 14.00 3.00 7.00 25.00 5.00 8.00 36.00 8.00 1.00 529 2641 28.00 24.50 1.00 941 5241 16.50 3.50 7.00 36.00 8.00 1.00 307 1711 36.00 33.00 1.00 1310 7059 zs J Q J U UO cf) a LU J CO) LL WO J LL Q Z d �-W Z :C F- O W W. fy �O U O - O H_ WW F- �. LL Z W U 0 H O Z �9 S } Opening 1 14.50 17.50 3 - 1 2 I 2 50.00 0.00 36.00 33.00 Opening 1 4.00 7.00 A -1 1 I 1 0.00 0.00 50.00 12.00 Opening 1 3.00 15.00 Opening 2 12.00 19.00 25.00 Opening 3 27.50 36.50 Opening 4 38.50 47.50 A -1 2 I 2 0.00 0.00 50.00 20.50 Opening'l 8.00 3.00 15.00 Opening 2 18.00 26.00 Opening 3 12.00 29.00 35.50 Opening 4 43.50 46.50 B -1 2 I 2 13.00 26.00 50.00 16.00 Opening 1 34.00 42.00 C -1 1 1 3 15.00 17,50 26.00 3.00 Opening 1 19.00 23.00 D -1 2 I 2 25.50 26.00 36.50 10.50 E -1 1 I 4 26.00 0.00 26.00 13.00 Opening 1 2.50 15.50 E -1 .2 I 2 28.00 0.00 26.00 12.50 Opening . 1 1.50 7.50 Opening 2 16.50 22.50 F -1 1 I 4 36.00 26.00 50.00 18.00 Opening l 354 2674 29.00 32.00 Opening 2 40.00 43.00 F -1 2 I 2 36.00 26.00 50.00 13.50 Opening 1 4.00 31.50 35.50 Opening 2 40.00 46.50 DRAGSTRUT AND HOLDDOWN FORCES 3.00 4.00 Level Location Lftl Wall Position on Wall x Y or Opening 1 0.00 .0.00 Line 1 Vert. Element 1 0.00 6.50 Line 1 Vert. Element 1 0.00 11.50 Line 1 Vert. Element 1 0.00 28.00 Line 1 Vert. Element 1 26.00 0.00 Line 2 Vert. Element 1 26.00 11.00 Line 2 Vert. Element 1 26.00 14.00 Line 2 Vert. Element 1 26.00 16.50 Line 2 Vert. Element 1 26.00 28.00 Line 2 Vert. Element 1 26.00 36.00 Line 2 Vert. Element 1 26.00 20.00 Line 2 Vert. Element 1 26.00 25.00 Line 2 Vert. Element 1 50.00 0.00 Line 3 Vert. Element 1 50.00 4.00 Line 3 Vert. Element 1 50.00 7.00 Line 3 Vert, Element 1_ 50.00 14.50 Line 3 Vert. Element 1 50:00 17.50 Line 3 Vert. Element 1 50.00 36.00 Line 3 Vert. ElemenL- 1 0.00 0.00 Line A Vert. Element 1 3.00 0.00 Line A Vert. Element 1 15.00 0.00 Line A Vert. Element 1 18.00 0.00 Line A Vert. Element 1 19.00 0.00 Line A Vert. Element 1 25.00 0.00 Line A Vert. Element 1 26.00 0.00 Line A Vert. Element 1 21.50 0.00 Line A Vert. Element- 1 3e.50 0.00 Line A Vert. Element 1 38.50 0.00 Line A Vert. Element 1 47.50 0.00 Line A Vert. Element 1 50.00 0.00 Line A Vert. Element 1 26.00 13,00 Line B Vert. Element 1 34.00 13.00 Line 9 Vert. Element 1 42.00 13.00 Line B Vert. Element 1 50.00 13.00 Line B VerL•. Element• 1 23:00 15.00 C -1 Right Wall End 1 26.00 15.00 C -1 Right Wall End 1 26.00 25.50 Line D Vert. Element 1 36.50 25.50 Line D Vert. Element 1 0.00 28.00 Line E Vert. Element 1 2.50 28.00 Line E Vert. Element 1 15.50 28.00 Line E Vert. Element 1 16.50 28.00 Line E VerL. Element 1 22.50 28.00 Line E Vert. Element 1 26.00 28.00 Line E Vert. Element 1 26.00 36.00 Line F Vert. Element Z = Z � W W D UO N O: J = F- N LL W O J. LL Q Z F_ W Z F- O W F-. W U9 O N W 2 LJ.. O . .. Z. W N HH Z 3.00 4.00 1.00 874 7059 3.00 4.00 1.00 1217 3962 12.00 4.00 6.00 8.00 9.00 8.00 9.00 8.00 1.00 662 4365 12.00 4.00 8.00 8.00 6.50 4.00 3.00 4.00 1.00 951 3422 8.00 7.00 1.00 1373 2344 4.00 7.00 1.00 558 2246 1.00 1186 4292 13.00 7.00 1.00 354 2674 G.00 4.00 6.00 4.00 1.00 435 5943 3.00 4.00 3.00 4.00 1.00 266 2838 4.00 4.00 6.50 4.00 Holddown Force Llbs] Dragstrut Shear Dead Uplift Combined Force[lbs) 533 533 233 233 233 233 533 533 836 836 631 631 162 734 734 7 307 307 1672 1,672 836 836 529 529 96 529 529 162 529 529 212 212 212 212 318 318 48 318 318 61 529 529 1070 1070 1070 1070 231 1070 1070 61 258 258 612 812 248 812 812 101 258 258 1056 1056 294 273 273 144 144 1185 1185 193 1070 1070 475 475 475 475 475 475 475 475 3662 3662 632 3662 3662 659 425 425 425 425 730 '730 869 869 169 817 817 140 227 227 227 227 956 956 569 351 351 I' Z = Z � W W D UO N O: J = F- N LL W O J. LL Q Z F_ W Z F- O W F-. W U9 O N W 2 LJ.. O . .. Z. W N HH Z i i SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ Group Location Start 1 -1 1 1 2 0.00 0.00 1 -1 2 I 2 0.00 0.00 Opening 1 6.50 2 -1 1 I 4 26.00 0.00 Full Height Pert End Sheathing Factor 28.00 28.00 1.00 28.00 23.00 1.00 11.50 28.00 20.00 1.00 18 36 12 42 34 86 49 73 9 64 57 102 45 151 93 179 27 67 494 171 323 290 151 53 138 96 170 47 3 42 30 Response V /FHS /Tot 0.21 0.17 0.19 0.15 0.21 0.1G 0.32 0.20 0.18 0.28 0.18 0.25 0.18 0.23 0.18 Shear [lbs] Opening (ft] Force Capacity Width Height 1.256 5989 860 4920 5.00 7.00 1251 6603 �K zr NI Z �= Z a , W Q � JU U O N 0 co Uj J = H N LL ,W O 9 U- Q D 1-- _. Z F- O Z I- UJ 5 U �. O N WW L 0: . Z . W U= O F- Z 1 29.00 36.00 Line F Vert. Element 219 219 1 32.00 36.00 Line F Vert. Element 324 324 1 35.50 36.00 Line F Vert. Element 158 158 1 40.00 36.00 Line F Vert. Element 351 351 1 43.00 36.00 Line F Vert. Element 193 193 1 46.50 36.00 Line F Vert. Element 158 158 1 50.00 36.00 Line F Vert. Element 351 351 2 0.00 0.00 1 -1 Left Opening 1 233 233 2 0.00 6.50 1 -1 Left Opening 1 233 233 2 0.00 11.50 1 -1 Left Opening 1 233 233 2 0.00 28.00 1 -1 Left Opening 1 233 233 c^ 26.00 0.00 2 -2 Left Wall End 307 307 2 26.00 13.00 2 -2 Left Wall End 307 307 2 26.00 16.50 2 -2 Left Wall End 307 307 2 26.00 28.00 2 -2 Left Wall End 615 615 2 26.00 36.00 2 -2 Left Wall End 307 307 2 50.00 0.00 3 -1 Left Opening 1 212 212 2 50.00 4.00 3 -1 Left Opening 1 212 212 2 50.00 7.00 3 -I Left Opening 1 212 212 2 50.00 36.00 3 -1 Left Opening 1 212 212 2 0.00 0.00 A -1 Left Opening 4 258 258 2 3.00 0.00 A -1 Leff Opening 4 258 258 2 15.00 0.00 A -1 Left Opening 4 258 258 2 18.00 0.00 A -1 Left. Opening 4. 258 258 2 26.00 0.00 A -1 Left Opening 4 258 258 2 ,..29.00 0.00 A -1 Left Opening 4 258 258 2 35.50 0.00 A -1 Left Opening 4 258 258 2 43.50 0.00 A -1 Left Opening 4 258 258 2 46.50 0.00 A -1 Left Opening 4 258 258 2 50.00 0.00 A -1 Left Opening 4 258 258 2 26.00 13.00 B -1 Left Wall End 475 475 2 34.00' 13.00 B -1 Left Wall End 475 475 2 42.00, 13.00 B -1 Left Wall End 475 475 2 50.00 13.00 B -1 Left Wall End 475 475 2 26.00 25.50 D -1 Left Wall End 425 425 2 36.50 25.50 D -1 Left Wall End 425 425 2 7.50 28.00 E -1 Right Opening 2 227 227 .2 16.50 .28.00 E -1 Right Opening 2 227 227 2 22.50 28.00 E -1 Right Opening 2 227 227 2 26.00 28.00 E -1 Right. Opening 2 227 227 2 26.00 36.00 F -1 Left Opening 2 158 158 2 31.50 36.00 F -1 Left Opening 2 158 158 2 35.50 36.00 F -1 Left Opening 2 158 158 2 40.00 36.00 F -1 Left Opening 2 158 158 2 46.50 36.00 F -1 Left Opening 2 158 158 2 .50.00. 36.00 F -1 Left Opening 2 158 / 158 V RIGID DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Grp. Dir. FHS V[lbs] Unit V /FHS(plf] Inter Exter Pert Total 1 1 2 28.00 1256 44.9 44.9 213.9 1.00 213.9 2 2 23.00 860 30.7 37.4 213.9 1.00 213.9 2 1 4 28.00 1751 48.6 62.5 330.1 1.00 330.1 2 2 32.50 1040 28.9 32.0 213.9 1.00 213.9 3 1 2 33.00 1508 41.9 45.7 213.9 1.00 213.9 2 2 33.00 1113 30.9 33.1 213.9 1.00 213.9 A 1 1 12.00 1257 25.1 104.7 330.1 1.00 330.1 2 2 20.50 858 17.2 41.8 213.9 1.00 213.9 B 2 2 16.00 628 12.6 39.2 213.9 1.00 213.9 C 1 3 3.00 645 12.9 215.0 390.6 390.6 1.00 181.2 D 2 2 10.50 404 8.1 38.4 213.9 1.00 213.9 E 1 4 13.00 1057 21.1 81.3 330.1 1.00 330.1 2 2 12.50 481 9.6 38.5 213.9 1.00 213.9 F 1 4 IB.00 1392 58.0 77.4 330.1 1.00 330.1 2 '2 13.50 523 21.8 38.7 213.9 1.00 213.9 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ Group Location Start 1 -1 1 1 2 0.00 0.00 1 -1 2 I 2 0.00 0.00 Opening 1 6.50 2 -1 1 I 4 26.00 0.00 Full Height Pert End Sheathing Factor 28.00 28.00 1.00 28.00 23.00 1.00 11.50 28.00 20.00 1.00 18 36 12 42 34 86 49 73 9 64 57 102 45 151 93 179 27 67 494 171 323 290 151 53 138 96 170 47 3 42 30 Response V /FHS /Tot 0.21 0.17 0.19 0.15 0.21 0.1G 0.32 0.20 0.18 0.28 0.18 0.25 0.18 0.23 0.18 Shear [lbs] Opening (ft] Force Capacity Width Height 1.256 5989 860 4920 5.00 7.00 1251 6603 �K zr NI Z �= Z a , W Q � JU U O N 0 co Uj J = H N LL ,W O 9 U- Q D 1-- _. Z F- O Z I- UJ 5 U �. O N WW L 0: . Z . W U= O F- Z 5 i 1 0 i ..Opening 1 500 11.00 14.00 Opening 2 5241 20.00 25.00 2 -2 1 I 4 26.00 28.00 36.00 6.00 2 -1 2 I 2 26.00 0.00 28.00 24.50 Opening 1 3962 13.00 16.50 2 -2 2 I 2 26.00 28.00 36.00 8.00 3 -1 1 I 2 50.00 0.00 36.00 33.00 Opening 1 14.50 17.50 3 -1 2 I 2 50.00 0.00 36.00 33.00 Opening 1 635 4.00 7.00 A -1 1 I 1 0.00 0.00 50.00 12.00 Opening 1 365 3.00 15.00 Opening 2 365 19.00 25.00 Opening 3 27.50 36.50 Opening 4 1173 38.50 47.50 A -1 2 1 2 0.00 0.00 50.00 20.50 Opening 1 3.00 15.00 Opening 2 838 18.00 26.00 Opening 3 335 29.00 35.50 Opening,4 304 43.50 46.50 B -1. 2 I 2 13.00 26.00 50.00 16.00 Opening 1 1321 34.00 42.00 C -1 1 I 3 15.00 17.50 26.00 3.00 Opening 314 19.00 23.00 D -1 2 I 2 25.50 26.00 36.50 10.50 E -1 1 I 4 28.00 0.00 26.00 13.00 Opening 1 1720 2.50 15.50 E -1 2 I 2 28.00 0.00 26.00 12.50 Opening l 1.50 7.50 Opening 2 16.50 22.50 F -1 1 I 4 36.00 26.00 50.00 18.00 .,Opening 1 29.00 32.00 .Opening 2 40.00 43.00 F -1 2 I 2 36.00 26.00 50.00 13.50 Opening3 1 31.50 35.50 Opening 2 40.00 46.50 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall X Y or Opening 1 0.00 0.00 Line 1 Vert. Element 1 0.00 6.50 Line 1 Vert'. Element 1 0.00 11.50 Line 1 Vert. Element 1 0.00 28.00 Line 1 Vert. Element 1 26.00 0.00 Line 2 Vert. Element 1 26.00 11.00 Line 2 Vert. Element 1 26.00 14.00 Line 2 Vert. Element 1 26.00 16.50 Line 2 Vert, Element 1 26.00 28.00 Line 2 Vert. Element 1 26.00 36.00 Line 2 Vert. Element 1 26.00 20.00 Line 2 Vert. Element 1 26.00 25.00 Line 2 Vert. Element 1 50.00 0.00 Line 3 Vert. Element 1 50.00 4.00 Line 3 Vert. Element 1 50.00 7.00 Line 3 Vert. Element 1 50.00 14.50 Line 3 Vert. Element 1 50.00 17.50 Line 3 Vert. Element 1 50.00 36.00 Line 3 Vert. Element 1 0.00 0.00 Line A Vert. Element 1 3:00 0.00 Line A Vert. Element 1 15.00 0.00 Line A Vert. Element 1 18.00 0.00 Line A VerL. Element 1 19.00• 0.00 Line A Vert. Element 1 25.00 0.00 Line A Vert, Element 1 26.00 0.00 Line A Vert. Element 1 27.50 0.00 Line A Vert. Element 1 36.50 '0.00 Line'A Vert. Element 1 38.50 0.00 Line A Vert. Element 1 47.50 0.00 Line A Vert. Element 1 50.00 0.00 Line A Vert. Element 1 26.00 13.00 Line B Vert. Element 1 34.00 13.00 Line R Vert. Element. 1 42.00 13.00 Line B Vert. Element 1 50.00 13.00 Line B Vert. Element 1 23.00 15.00 C -1 Right Wall End 1 26.00 15.00 C -1 Right Wall End 1 26.00 25.50 Line D Vert. Element 1 36.50 25.50 Line D VerL. Element 1.00 500 2641 1.00 784 5241 1.00 256 1711 1.00 1508 7059 1.00 1113 7059 1.00 125'1 3962 1.00 858 4385 1.00 628 3422 1.00 645 2344 1.00 404 2246 1.00 1057 4292 1.00 481 2674 1.00 1392 5943 1.00 523 2888 3.00 7.00 5.00 8.00 3.50 7.00 3.00 4.00 3.00 4.00 12.00 4.00 6.00 8.00 9.00 8.00 9.00 8.00 12.00 4.00 8.00 8.00 6.50 4.00 3.00 4.00 8.00 7.00 4.00 7.00 13.00 7.00 6.00 4.00 6.00 4.00 3.00 4.00 3.00 4.00 4.00 4.00 6.50 4.00 Holddown Force [lbs] Dragstrut Shear Dead Uplift. Combined Force[lbs] 658 658 299 299 299 299 658 658 756 756 586 586 153 671 671 7 256 256 1512 1512 756 156 500 500 90 500 500 153 635 635 270 270 270 270 365 365 55 365 365 70 635 635 1113 11 1173 1173 239 1173 1173 63 335 335 838 838 256 838 838 105 335 335 1154 1154 304 353 353 186 186 1321 1321 199 1173 1173 314 314 314 314 314 314 314 314 1 1 297 1720 1720 310 308 308 30B 308 Z Z, 4 W. JU UO N 0 co w J = N U- WO ry I J u- ?. co CY �W Z = F- H- O Z I-- W Uj 25 U 0. O N o f- . WW li. O: .• Z W O Z SIMPSON StrongTie El I This product is preferable to similar connectors because at a) easier Installation, b) higher loads, c) lower Installed cost, or a combination of these features. FINISH: Galvanized. • °r6' of adjustability perpendicular to the wall • 1' /4' center line for reduced eccentricity • Use In vertical and horizontal applications • Install Simpson's code - recognized SDS /4x3 wood screws, which are provided with the holdown,. (Lag screws will not achieve the same load.) • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood. CODES: See page 10 for Code Listing Key Chart. w a� H, WAS ta WM rat auun n May also be Installed raised off the sill plate with no Increase In deflection values. 1. Aromme toads have been Increased 33% for wind or earthquake loading and are governed by SDS screw calculations. No further increase allowed; reduce where other loads govern. 2. For double installation, offset holdowns to eliminate screw Interference. This achieves double the load capacity (16,650 Ibs), 3.The designer must specify anchor bolt type, length and embedment. See SSTBL Anchor Bolts. 4. See page 22 for retrofit anchor bolt. °• 5. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. a HDO Vertical Installation 6.Deflecllon at Hlghest)l110W9 Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed In the catalog table. This movement Is strictly due to the holdown deformation under a static load test conducted on a steel jig, 7.SDS screws Install best with a low speed 'd drill with a 3•' hex head driver. B.Compresslon load requires an additional standard nut and square washer below the holdown. Maximum rod length is 6' from the concrete to achieve 7175 Ibs using A36 steel. If rod length Is longer, designer needs to check rod for buckling capacity. 9.When using structural composite lumber columns, screws must be applied to the wide lace of the column. . —7f This product Is preferable to similar connectors because of a) eas/erinstallallon, . b) higher loads, c) lower Installed cost, or n combination of these features.' U cc z U `z Z N r 3 0 N C� 3 HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes.' . • Install on concrete. • Sized for 2 -2x, 4x and 2 -24 members in two load capacities center HDC on post. • Concentric to eliminate bending on the stud. Alum • Install Simpson's code - recognized SDS /4x2li5 wood screws, which are Ba provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for %' of adjustment perpendicular to plate. (Standard cut washer required.) • Witness slot in the base to Inspect the nut . • Maximum anchor bolt height above concrete Is 2 • To Ile double 2x members together, the designer must determine.the fasteners required to bind members to act as one unit without splitting the wood. • Aluminum standoff cannot be in contact with pressure treated wood. CODES: See page 10 for Code Listing Key Chart. HDC10 US Patent 6,513,290 U Pressure - treated barrier may be required. Install on Concrete IIVV IWLG"V VJG.J HDC10 /4- SOS2.5 + J%• 3Ma' �. r..• : ,� ^t:iL ;.. �; i .• 1 LYF.'ll'C ':: 24 4 VO0 l' ➢V 2986ft I o e '+ ow '' ` Allowable g� ��,(,,, -j�••A •`�' 11/ 1.The designer must specify anchor bolt type, length the anchor bolt and the strap portion of the holdown when loaded to the highest 7. Higher values may be obtained when "' allowable load listed In the catalog table: This movement Is strictly due to the o . �►, }►vgA;..,Campressfon. holdown deformation under :a static load test conducted on a steel jig, h N er�sr' ,1 Tension' �, Daflectlon Model Ga W'::H divided by 3, or the wood screw value, B r .CG; l. :..:. Anchor ,Dia:.'3QUltti,'.LOad pp+ SDS 4z 3 ;';.Wood. .' 1� i jTegslont ' '�Ibs)' Ibs ( j 133 ttt Ibs 1' ) ` 133 } t?at Highest' :Allowable" .Tension Code Ref. ,:. -•� y Screws, "' t'a + ' OF P "`SPF/HF,' i, •'.r �,�` : >xi,'ut �a _ .w= Design Load HDQ8 -SDS3 7 2�b 14 2 1�/, �/e 20 27192 7175 8325 7210 0.040 45 1. Aromme toads have been Increased 33% for wind or earthquake loading and are governed by SDS screw calculations. No further increase allowed; reduce where other loads govern. 2. For double installation, offset holdowns to eliminate screw Interference. This achieves double the load capacity (16,650 Ibs), 3.The designer must specify anchor bolt type, length and embedment. See SSTBL Anchor Bolts. 4. See page 22 for retrofit anchor bolt. °• 5. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. a HDO Vertical Installation 6.Deflecllon at Hlghest)l110W9 Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed In the catalog table. This movement Is strictly due to the holdown deformation under a static load test conducted on a steel jig, 7.SDS screws Install best with a low speed 'd drill with a 3•' hex head driver. B.Compresslon load requires an additional standard nut and square washer below the holdown. Maximum rod length is 6' from the concrete to achieve 7175 Ibs using A36 steel. If rod length Is longer, designer needs to check rod for buckling capacity. 9.When using structural composite lumber columns, screws must be applied to the wide lace of the column. . —7f This product Is preferable to similar connectors because of a) eas/erinstallallon, . b) higher loads, c) lower Installed cost, or n combination of these features.' U cc z U `z Z N r 3 0 N C� 3 HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes.' . • Install on concrete. • Sized for 2 -2x, 4x and 2 -24 members in two load capacities center HDC on post. • Concentric to eliminate bending on the stud. Alum • Install Simpson's code - recognized SDS /4x2li5 wood screws, which are Ba provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for %' of adjustment perpendicular to plate. (Standard cut washer required.) • Witness slot in the base to Inspect the nut . • Maximum anchor bolt height above concrete Is 2 • To Ile double 2x members together, the designer must determine.the fasteners required to bind members to act as one unit without splitting the wood. • Aluminum standoff cannot be in contact with pressure treated wood. CODES: See page 10 for Code Listing Key Chart. HDC10 US Patent 6,513,290 U Pressure - treated barrier may be required. Install on Concrete Z ~ W �U UO to 0 _I U_ WO U_ Q N� = �W Z = F— F_ O Z 1— W LLJ �p U U 0 1— W LLI F— W Z W U= O F- Z HBO US Patents 6,006,487 and 6,327,831 N''' Typical HOC installation with 2 -2x4 studs (Similar with 2 -216 studs) IIVV IWLG"V VJG.J HDC10 /4- SOS2.5 G "LA4 4x4. J%• 3Ma' 147• 14 J 3 1715 1 `!`4' Y• .• 1 LYF.'ll'C ':: 24 4 VO0 l' ➢V 2986ft •' L•7 "� "•:I = t� III.' •'l 4 V V.;- ' *; 9060 "« Z i.': .V /i/ 11 • ' :075 ��,(,,, -j�••A •`�' 11/ 1.The designer must specify anchor bolt type, length the anchor bolt and the strap portion of the holdown when loaded to the highest 7. Higher values may be obtained when and embedment. See the SST8 Anchor Bolts. allowable load listed In the catalog table: This movement Is strictly due to the HDC is not placed at an edge or with 2. See page 16 and 22 for retrofit anchor bolt. holdown deformation under :a static load test conducted on a steel jig, f'c concrete strength > 2500 psi, 3. Loads are based on static tests on wood studs, 5. SOS screws Install best with a low speed W drill with a 36' hex head driver. limited by the lowest of 0.125' deflection, ultimate 6.The HOC'S will be limited by wood compr9sslon capacity if Installed on a plate, divided by 3, or the wood screw value, H005/22 and HDC10/22 will achieve an allowable load of 4005 lb. on a 2 S 4. Deflection at Highest Allowable Design Load: DFL plate. HDC5 /4 and HOC10/4 will achieve an allowable load of 4940 lb. The deflection of a holdown measured between on a DFL plate, which does not take deflection Into account. 27 Z ~ W �U UO to 0 _I U_ WO U_ Q N� = �W Z = F— F_ O Z 1— W LLJ �p U U 0 1— W LLI F— W Z W U= O F- Z HBO US Patents 6,006,487 and 6,327,831 N''' Typical HOC installation with 2 -2x4 studs (Similar with 2 -216 studs) c Q Request our Anchor Systems Catalog for complete Information. Simpson Strong -Tie now offers two types of high- strength adhesive anchoring cartridge systems. Epoxy -Tie adhesives are two - component, low -odor, 1:1 ratio, 100% solids epoxy based adhesives. Simpson's new Acrylic -Tie is a two - component, 10:1 ratio, acrylic based adhesive, Acrylic -Tie's Innovative chemistry allows easy dispensing, cure at temperatures down to 0° F, as well as fast cure at temperatures at or above 40°F Both systems feature simultaneous dispensing of resin and hardener/initiator through a static mixing nozzle (except SET-PAC). APPLICATION: • Surfaces to receive adhesive should be clean. • For• epoxy products, the base material temperature must be 40° F or above at the time of application. For best results the adhesive should be 70 -80° F at the time of application. • For Acrylic -Tie the base material must be 0 °F or above at the time of installation, • To warm cold epoxy cartridges before use, place them In a uniformly heated area for a sufficient time to allow epoxy to warm completely. Do not Immerse the cartridges In water to facilitate warming. • Mixed epoxy material In the nozzle can harden In 5.7 min. at 40° F Mixed epoxy material can harden in SET -PAC or the nozzle in 5 -7 min, INSTALLATION (Epoxy -Tie and Acrylic -TieJ. • Drill hole to specified diameter and depth. Always wear safety glasses. • Remove dust from the hole with oil -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in the hole will reduce the adhesive's holding capacity. • Before using, dispense a bead of adhesive off to the side to check for proper mixing, indicated by a uniform gray color. Fill hole halfway, starting from the bottom of the hole to avoid air pockets. Withdraw nozzle as hole fills up. • Anchors must be clean and oil -free. Insert anchor, turning slowly until the anchor hits the bottom of the hole. Do not disturb during cure time. CODES: • ICBO ER -5279 (SET); ER -4945 (ET); ER -5791 (AT); City of L.A, RR 25279 (SET); RR25185 and RR 25120 (ET); RR 25459 (AT); SBCCI 9706 (SET); 94145 (ET). Tension and Shear Loads for Threaded Rod Anchors In Concrete Cure Time Base Drill Bit Dia Min Embed Min Wall Thick* ness Min Edge Disl Min End Dist Allow. Material 0' F 25' F '40' F 60' F 80'F 100'F Temp Bit Embed Dist Dist Shear Load AT 24 hrs 8 hrs 4 hrs 1 hr 25 min 20 min SET - - 72 hrs 24 hrs 20 hrs 16 hrs ET - - 72 hrs 24 hrs 24 hrs 12 his Sill Plate Shear Loads (SET/ET /AT) Based on Concrete Edge Distance 1.The allowable load for the anchor will be the lesser of the wood bearing capacity or concrete strength, Tension Loads for Threaded Rod Anchors In Concrete Foundation Stemwall Installation Stud Dia Drill Bit Dia Min Embed Min Wall Thick* ness Min Edge Disl Min End Dist Allow. Stud Drill Min • Edge i' End Avg. Ull Shear Dia Bit Embed Dist Dist Shear Load 1 15 Dia 1 1 1 5 13360018400 Load f c � ET - � 9'h 6 1Y4 2000 psi Load App Iled Parallel to Concrete Edge 1 h I Ma 1 4'/4 1Yi I 8 1 8496 1 2125 % I -4 1 5 1Yi 1 10 1 8857 1 2215 1.The allowable load for the anchor will be the lesser of the wood bearing capacity or concrete strength, Tension Loads for Threaded Rod Anchors In Concrete Foundation Stemwall Installation Stud Dia Drill Bit Dia Min Embed Min Wall Thick* ness Min Edge Disl Min End Dist Avg Ull Tension Load Allowable Tension Load f'c 2 2000 psi 100 133 SET 94 1 Yi 1 10 1 6 1 1 1 5 12300015750 •Allow. Ibs. 17665 7 Ae 1 1 1 15 1 8 1 1 1 5 13360018400 1Y4 111200 ET - � 9'h 6 1Y4 5 10720 2680 3565 12 6 1Y4 5 16160 4040 15375 >A 1 121/ 8 1Y4 5 17000 4250 5650 15h 8 1Y4 5 23340 I 5835 1 77 60 Rod Dia. In. SET/ET Drill Bit Dia. In. AT '. ' Drill Bit Dla. In. Embed.... Depth In, Tension Load Based on Bond Strength I'c >• 2000 psi Concrete , Shear Load Based on Conc. Edge• Distance. Load Based on Steel on A307 SAE 1018 SET ET - -- AT Tension Shear Ave. Uit, lbs. Allow. lbs. Ave. Uil. lbs. •Allow. Ibs. Ave. Ult. lbs. Allow. lbs. Allow. lbs. Allow. lbs. Allow. Ills. 3L 'A r/1• 1Y4 1,900 475 - - 3,362 840 1,145 2,105 1,085 3'h 10,200 2,550 8,777 2,195 8,937 2,235 1,385 4'h 10,613 2,655 - - 10,411 2,605 1,385 'h % 9/16 2'A 7,216 1,805 - - 5,252 .1,315 1,750 •3,750 1,930 4Y4 17,700 4,425 15,368 3,840 ' 16,668 '4,165 2,500 6 18,556 4,640 - - 19,182 4,795 2,500 94 :Y4 'Y16 2'h 6,780 1,695 - - 8,495 2,125 3,605 5,875 3,025 ' 5 26,700 6,680 22,877 5,720 - - 3,925 5'h - - - - 26,025 6 3,925 9% 33,402 8,350 - - 31,683 7,920 3,925 9!4 '. 7 /4. '°1'4 3% 15, 3 ,865 - 12, 3,250 5 , 8,460 4,360 42,100 35,459. _- 8,865 37,616 9,405 5,090 47,634 - - •42,381 10,595 5,090 P7A 19,120 k16.670 - - 14,206 3,550 6,870 11,500 5,925 49,160 43,596 10,900 42,848 10,710 7,720 66,679 - - 55,148 13,785 7,720 IY1s: ; 4'h ' 20,076 5,020 - - . 20,797 5,200 7,630 •15,025, 7,740 . 9 60,060 15,015 47,333 11,835 60,504: 15,125. ' ' 8,465 15 7 82,401 20,600 82,529 20,630 8,465 1Y. 1Yi 1VIS 5% 35,858 8,965 - - 32,368 8,090 12,595 23,490 12,100 11 V4 77,045 19,260 78,748 19,685 72,363 18,090 16,145 18Y4 122,681 30,670 - - 126,500 31,625 16,440 1.The allowable tension loads based on bond strength and the allowable shear loads based on concrete edge distance are based on a safety factor of 4.0. 2.The allowable tension load Is the lesser of the allowable load based on bond strength and the allowable load based on steel strength, 3.The allowable shear load Is the lesser of the allowable load based on concrete edge distance and the allowable load based on steel strength. 4.The allowable loads may be Increased by 331/3 percent for short-term loading due to wind or seismic forces with no further Increase allowed, 5.Anchors are not permitted for use In conjunctIon with fire - resistive 10,22 &56 oz SET (2) For other than wind or seismic loading, special consideration Is given to fire exposure conditions. 6,Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration Is given to fire- exposure and elevated temperature conditions. 7,The tabled values are for concrete edge distance of 114 x embedment and spacing of 4 x embedment. B.See the Simpson Anchor Systems catalog for reduced edge distance and reduced spacing requirements, allowable load SIMPSON StroWT10 Edge and end distances for threaded rod in concrete slab corner condition 41. 8. Edge and end distances for threaded rod in concrete stemwall corner installation 1 p r• z 0 W r7 0 z 0 in a 8 0 U U i / 0 Z ~ W U W= t-- �w WO L Q = f. W Z H ZF_ W U1 U O� ❑ F- W W F_ L- O Z W U_= 0 H Z SIMPSON Stconp;Tie ENZ I J SPALLING LOAD REDUCTIONi It strap is bent horizontal 90 during Installation, and then bent vertical for nailing to the stud, concrete spalling could result. Load reductions may apply, see installation note. SPALL REDUCTION SYSTEM SM1 FOR STHD AND HPAHD FEATURES • Secures holdown to wood form-board. Allows for proper side- cover. • Keeps strap vertical. • Prevents tilting or twisting of strap during the concrete pour. • Uses one 16d duplex nail. BENEFITS • Greatly reduces spalling and costly retrofits. • Prevents strap movement parallel and perpendicular to plate. 1 • Decreases possibility of misinstallation Keyhole Feature of strap to wood member. Patent Pending • Simple to use: — Common Jobsite nall. — No additional expense. When using keyhole feature, care should be taken when removing form boards. It concrete Is not set, the duplex nail will move the strap placement, 1.'RJ' after the model'indlcates STHDs for rim joist applications, e.g. STHD8RJ. 2.STHDI4RJ on 8' stemwall requires 30 -16d sinkers, with the (le) load at 133% of 4960 lbs. 3.1Od commons or 12d common nails may be used with no load reduction. 4.Minlmum nail end distance to prevent splitting Is 10 x diameter, l �fe" for 10d sinkers, 10d commonand 12d common. 5. For two pour with 4' slab or less. The STH014 load at IA" edge 2000 psi Is 3235. The STHD10 at the same condition Is 2035. Post Tension Distance Strap Length In a Garage { ",y , 3 60 6. L TYP. 4 rx r tis• ,,,.�•• Model No. Min Stem ` 13 -16d 2705 ' 't�ut}' r " �a .. ; d;. till ®r' Standard / Rim Joist 4570 .' 'Std Rlm post Tension Cable 3. Anchorage Is monostrand -type anchor system with current ICBO 24 -16d sinkers When installed on a Wall Model .Joist 1695 raised raised curb, Use ;; . <<.�� STHD8/ and reusable pocket formers on all stressing ends. G 24 -16d sinkers Model • i . •Z; � r:`j . ',i x j�; 5 ;�+� , •�a�1�i � �� ;pBT� iIC LSTHD8 / LSTHD8RJ 6 21% 35y, 8 24 -16d sinker 5918 1695 1695 '1695 1825 1825 1825 1950 1950 1950 STHD8 / STHD8RJ 6 21%1 35y, 8 24 -16d sinker 7167 1760 2050 2345 1950 2210 2385 2135 2370 2425 STHD10 / STHDI ORJ 6 23y 36%' 10 28 -16d sinker STHD14 /STHDI4RJ 6 31% 39% 14 38- 16dslnker. 15080 l� � 985 3 �; rtiSt35` LSTHD8 / LSTHD8RJ 8 21% 35y, 8 24 -16d sinker 5918 1695 1695 1695 1825 1825 2335 1950 1950 2975 STH08 /STHD8RJ 8 21% 35y, 8 1 24 -16d sinker 7577 2370 2370 3195 2370 2370 3195 2370 2370 3195 STHD10 / STHDI ORJ 8 23y, 363; 101 28.16d sinker 11780 ,, , , 230, ,371 F TH 14 THDI4RJ' 8 1 31g; 39%' 141 38 -16d sinker 174 01 Di 1.'RJ' after the model'indlcates STHDs for rim joist applications, e.g. STHD8RJ. 2.STHDI4RJ on 8' stemwall requires 30 -16d sinkers, with the (le) load at 133% of 4960 lbs. 3.1Od commons or 12d common nails may be used with no load reduction. 4.Minlmum nail end distance to prevent splitting Is 10 x diameter, l �fe" for 10d sinkers, 10d commonand 12d common. 5. For two pour with 4' slab or less. The STH014 load at IA" edge 2000 psi Is 3235. The STHD10 at the same condition Is 2035. Post Tension Distance Cable Placement Allowable In a Garage �a Footing 6. L TYP. 4 rx r tis• 6,Allowable loads have been Increased 33% and 60% for earthquake or wind loading with no further Increase allowed; reduce where other loads govern. 7, Strap may be bent one full cycle. B.Caicuiate loads using straight line interpolation for corner distances between IN and le. 9.STH014 and STHDI4RJ Installed on HF /SPF: the le load Is 5280 lbs. t :; ,1 5��4 {� Top View of Post Tension Cable Placement . K. a a DETAIL 2 Code Ref. 32 Distance :; Allowable �a :from Fasteners 1 Ei' t ..; {,� ta• 1. Minimum concrete strength Is 2500 psi. 2. Post - tension steel Is minimum Id diameter, 7-wire, low-relaxation • Corner. Loads (133) Ref. HPAHD22 strand In accordance with ASTM A416, Grade 270 ksl, with a 13 -16d 2705 ` "' �'''•� ' ruse itnswN <;, DETAIL 2 guaranteed ultimate strength of 41.3 k. 4570 DETAIL 1 ,;; ,•;r, TENDON TYt post Tension Cable 3. Anchorage Is monostrand -type anchor system with current ICBO 24 -16d sinkers When installed on a `'• '` ur11uNAL ' '' ?', ;; COL Placement approval using a ductile Iron casting of at least 2,25' x 4.5' of 1695 raised raised curb, Use ;; . <<.�� STHD8/ and reusable pocket formers on all stressing ends. G 24 -16d sinkers Stemwali Installation 8' Mtn .. nisi itnsiun . " r' ANCHOR TYR Corner Installation 4. 4. It Is th designer's responsibility to provide reinforcement to tie and loads (page 32) '1h' Min ,:;:�?:° 8, (no r8bat required) cold - Joints and to resist bending stresses In the foundation due 28 -16d sinkers (rebar required). STHD10RJ .. to anchor uplift, 31 rit�7y ` °1r'Yhal�ii'1?'+A�'9"Y"a1Yw4:5r . ��...k',n : ?r. y;� ! �� .�....... -.. ...v: �r �: w+ .. -., t «... r • s»,....o...,....M,. ' .._.---- •-- .- ..... -.1.. ...- ..._.... -... ...... ._....- ....�-- ._.,:`. ( I' DETAIL 2 Code Ref. 32 11 Z Q� ~ W JU UO C O C3 Cl) U_ WO LLQ Cl)� = a F— W Z H W W U� O� C3 I.— WW H� W Z U= O Z Distance :; Allowable �a :from Fasteners upon .code • Corner. Loads (133) Ref. HPAHD22 'h• Min 13 -16d 2705 170 8' Min 23.16d 4570 LSTHD8/ ., 'h- Min 24 -16d sinkers 1695 '8'. Min 24 -16d sinkers 1695 LSTHD8RJ 32 STHD8/ 'h' Min 24 -16d sinkers 2055 8' Mtn 24 -16d sinkers 2345 STHDBRJ STHD10/ '1h' Min 28 -16d sinkers 2055 1 10' Min 28 -16d sinkers 3185 STHD10RJ 11 Z Q� ~ W JU UO C O C3 Cl) U_ WO LLQ Cl)� = a F— W Z H W W U� O� C3 I.— WW H� W Z U= O Z U i i i a i c U W cc z 0 � o a N s Model Model Ga Dimensions W L Fasteners (Total) Nails :All6Abr0Tet(sloi)( i oaA$(DF/5P) X13 l60} Allowable Tension Loads (SPF/HF) (133) (160) Code Red. LSTA9 20 1 1 9 8.1Od 645 775 555 665 7162,90 LSTAl2 11/4 12 10.10d 805 970 695 830 LSTA15 1 15 12.10d 970 1160 830 1000 LSTA18 1A 18 14.1Od 1130 1235 970 1165 LSTA21 1 21 16 -10d 1235 1235 1110 1235 LSTA24 1 24 18.1Od 1235 1235 1235 1235 ST292 2 We 12 -16d 1120 1265 1 970 1160 3, 39, 88, 104 ST2122 2� /,e 12 "lie 16.16d 1505 1535 1290 1535 ST2115 -/4 16Ve 8.16d 665 665 665 665 ST2215 2 16e/io 20 -16d 1880 1880 1625 1880 LSTA30 18 1 1 /4 30 22 -1 Od 16464 0 1555 1640 7, 62, 90 LSTA36 1'/4 36 24 -10d WOO' 611 1640' 1640 LST149 334 49 32.10dx1 t t3 .1 ;2220 2660 9 LST173 3x14 73 48- 10dx1 `'3330 '= 3995. MSTAS 1 1 /4 1 1 /4 1 9 12 15 8 -10d 10 -1Od 12.10d 5 7, X r17(1 ''665. '705 850 ' 680 850 1020 7, 62, 90 MSTAl2 MSTA15 MSTA18 1 18 14-10d it "40 1365 '990 1185 MSTA21 1 21 16.10d Q1300 ` 660. '1130 1355 MSTA24 1 24 18.10d 'x:1'465 q '1640,1 1 1270 1525 MSTA30 1 30 22.1Od 1835 2050 1585 1900 MSTA36 1 36 26 -1Od 2050 2050 1870 2050 ST6215 Vie 16Yis 20 -16d 1895 2095 1640 1970 ST6224 16 Vie 23 28 -16d 2540 2540 2315 2540 3,39, 104 ST9 1'/4 9 8 -16d 755 910 655 785 ST12 1'/4 11 10.16d 945 1135 820 985 3, 39, 88 ST18 1'/4 17 14.16d 1325 1420 1150 1380 ST22 1 21% 18 -16d 1420 1420 1420 1420 MSTC28 3 28'/4 36 -16d sinkers 3000 3600 2590 3110 9,23 MSTC40 3 40 52.16d sinkers 4335 4585 3745 4495 MSTC52 3 52 62 -16d sinkers 4585 .4585 4465 4565 MSTC66 14 3 6534 76 -16d sinkers X6660' 5660 5660 5660 MSTC78 3 7734 76.16d sinkers V%S 60 `666.. 5660 5660 ST6236 2 33 40.16d ",364 I . '845'9 3845 3845 3, 39, 88 HRS6 13'e 6 6 -10d 525 630 455 545 160 HRS8 13'8 8 10 -10d 875 1050 760 910 HRS12 13'e 12 14 -10d 1225 1465 1065 1275 FHA6 1 63b 8 -16d 810 975 705 845 FHA9 1 9 8 -16d 810 975 705 845 FHAl2 12 1 11% 8.16d 810 975 705 845 FHA18 1 173'4 8 -16d 810 975 705 845 FHA24 ' 1 /ie 23 8 -16d 810 975 705 845 3, 39, 88 FHA30 1 30 8 -16d 810 975 705 645 MST126 2 26 26- 1Odx1 2355 2830 2045 2455 MST136 Via 36 36- 10dx1 3265 3915 2830 3400 MST148 160 J. MST172 - Vie 48 48.10dxl'h ' 350 5080 3775 4530 2 60 60- 1Odx1 080 5080 4720 5060 Via 1 72 64.10dx1 5080 5080 5080 5060 1 3, 39 ® 11oads include a 33% or 50% load duration increase on the fasteners for seismic or wind loading, but 00 NOT Include a 33% stress Increase on the steel capacity. Refer to page 12 for further explanation. 2.10dxI ld nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. g 3.10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x3%') or 10d commons may be substituted where 16d commons are specified at 0.85 of the table loads. 5. Use half of the nails In each member being connected to achieve the listed loads. 6. PS strap design loads must be determined by the building designerfor each installation. Bolts are Installed both perpendicular and parallel -to- grain. Hole diameter In the part may be oversized to accommodate the HDG. Designer must determine It the oversize creates an unacceptable installation. BEAM and 2 EN DISTA BEAM and EN DISTA CODES: See page 10 for Code Listing Key Chart, Model No. Ga Dimensions Bolls Code Rel. W L Qty Dla PS218` 7 2 18 4 5 /e 180 PS418` 4 18 4 % PS720` 6T 20 8 , h I w s PS218 and PS419 1 2K' I1 PS PS720 ►tom 3W I Cn CZ to y �•1 y 7. For overlap splice details, refer to T -CMST. Edo Typical �b PS720 Installation W kk F.s+w�'..d.' w. 1 rAL`\' f+' rXgt4 Ya6: 7��tf ......'.,,,,,,,,,{)'ti3C "W�M1FR `e "` : iq'. rr;.». ifw,. a7 , ; ....+.... e.•- •r+r, »;. , ,, , .� , ;�c;awx.', -.�.x M :J.::r -:�. Z I~ W JU UO cf) o M y x CC LL WO 2 LL = W Z F— ZO �5 U� O� D E— Ww H LL O .Z U= ~ O ~ Z Typical LSTA Installation (hanger not shown) Typical LSTA installation (hanger not shown) SIMPSON $-`11a NEWI HRS, a heavy 12 gauge strap tie, provides greater support in 3W; either fill every nail hole with I0dx1 nails or fill every other nail construction and repair of home projects. Straight lines and chamfered hole with 16d commons. Reduce the allowable load based on the size and quantity edges for better appearance. Easy nailing pattern for connecting the of fasteners used. The LSTI light strap ties are suitable where gun - nailing is 11'� sides of 2z members. necessary through diaphragm decking and wood chord open web trusses. The MSTC series has countersunk nail slots for a lower nailing profile, FINISH: PS —HDG; all others — galvanized. Some products are available in Coined edges ensure safer handling. stainless steel or Z -MAX; see Corrosion- Resistance, page 5. Install Strap Ties where plates or soles are cut, at wall Intersections, INSTALLATION: Use all specified fasteners. See General Notes, Z and as ridge ties, LSTA and MSTA straps are engineered for use on 1 �h' OPTIONS: Special sizes can be made to order. See also HOST. _ members. The 3' center -to- center nail spacing reduces the possibility of CODES: See page 10 for Code Listing Key Chart. iF Z LU splitting. For the MST, this may be a problem on lumber narrower than �v CO 0 V 0 rn LL Q !iirb = i11 p N co tD i1 En W r � l7 N r L (r 5 CC .� Z t30 1p 1 0 {h N m r LL Z f G 5 m . L) Q 3' _ + I'}1 . 0 Co. = w g c .• � U i 1 ~ HRS ST t Z LSTA and MSTA FHA 0 H r MSTAM36 (Pilot holes not Z shown) T— t« MSTC28 U h _N ? 55cL o w h L y MSTI MST LSTI w HST yZ Z 0 +r1 - - - -- � �(t �... -. - -.. ..- . -.. -- I'. �--• y . Y � . - 2 . 'h' - - HST2 and HST5 HST2 HSTS 1 3' HST3 and HST6 HST3 HST6 a ST2115 ' ST9, ST12, 1 • ST18, ST22 � �A S " 4 h•. � t -h Typical' "` Typical MSTI Installation HRS installation (MIT hanger shown) Typical LSTI LSTI similar Installation 130 n�� � 1'�MCm2.SY4 e'1y7,1C'!MM- �±C�`tvr,'+., s.k Ytaf.Y�,; N!:'n'r'wsrws�nrtia;mnnr .t:..xvNVr, n:.x•� „, n^ �;,�5ssa,r�.a .. -S e-l Z - z m o: m m _+ v o Cc m r. -i z O-4 =Z M -- c D r� �m o m mN O0 nT c -, = Z g - /y/ 04 of / =s 8 -� s i> wp i r 1 IVNN n N a O O CD f mmm m q N � v� cA to w r_ p p •- cv .-ctv r « ,q N N r J i . i 1 c 0 A � ? = e o p = 9'l � f / 4' = //, s _ 7o ii T/�y : 6 "x ���` 5'= 74. S7 L 1 I . b� c � G, t . �3 Z z w �D JU UO N CO LLJ J = F^ N LL w 9 -1 LL Q co) = W z� W o w U� CO SF- wW F-P LL o W Z U= O Z �ttu �Ll LLj U-1 =IX Q}(f)(n ca o 0 u; CD U cv C�- cv ««C%., a �Y Gv = c Z -z-- 6 7 Ov v GSv� = 47k� D G � C- �.�ip e E/ G //0'4- — D S to /4_ Igo ep c r e Dl�- z Z �W JU UO OL W= I- LL WO J U S2 a = W F- _ zF- �- O W ~ W U o� W �- O w z CO) o� z Z - N Z- o m rn mm o�_ =z M -� JO rr 0m N m v pN n r cT �D. Z i d Woe Jlct 5 / O� ,2t T -4' 1 I 1 1 �J T7 IF N N N AN N " co o =x= mmm (D(n� i o s �( W tD �• 1908 01 -02 -2007 A ZEHRUDIN COSIC 4246 S 148 ST TUKWILA WA 98168 City of Tukwila Steven M. Mullet, Mayor Department of Community Development RE: Permit No. D05410 4248 S 148 ST TUKW Dear Permit Holder: Steve Lancaster, Director I In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/17/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e ' e M shall, Pe m 't Technician xc: Permit File No. D05410 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Z �W D JU UO Cl) 0 W W W = H N W WO �a J LL Q = C1 W Z = I— F— O W LLI D U O- OH W LL O . Z. W U CO) O Z r Q t i W 1908 � December 19, 2005 Zehrudin Cosic 4246 S 148 St Tukwila, WA 98168 M City of T ukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D05 -410 Cosic Residence — 4248 S 148 St Dear Mr. Cosic: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Fire Department: Alan Metzler, at 206 575 -4404, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications; and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu zlt the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. j rel , fer arshall ' echnician encl xc: File No. D05 -410 PNenniferCorrection Letters \D05 410 Correction Ur NI.DOC jcm 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Z �Z '�- ui JU U CO U J = F-. S2 LL w O �—J LL j N a =w i— _ F- O Z F— LU5 U� In o H W W U LL ~O w Z U CO O Z FIRE DEPARTMENT REVIEW COMMENTS i Project Name: Cosic Residence 4248 S 148 St Permit emit File No.: D05 -410 Date: December 15, 2005 Reviewer: Al Metzler, Fire Prevention (206) 575 -4404 i 1: Show location of fire hydrant. 2. Provide a completed Certificate of Water Availability. i I I i I I I z W � 2 . W D J U UO CO ) o cn W W= J F. CO O. W� J U. �a _. Z �. H O' z �- 2f U 0. ,0 H =V ui z U C T Z r FIRE DEPARTMENT REVIEW COMMENTS i Project Name: Cosic Residence 4248 S 148 St Permit emit File No.: D05 -410 Date: December 15, 2005 Reviewer: Al Metzler, Fire Prevention (206) 575 -4404 i 1: Show location of fire hydrant. 2. Provide a completed Certificate of Water Availability. i I I i I I I z W � 2 . W D J U UO CO ) o cn W W= J F. CO O. W� J U. �a _. Z �. H O' z �- 2f U 0. ,0 H =V ui z U C T Z . .--, PE MIT COORD COPT' A.v PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -410 DATE: 02 -13 -06 PROJECT NAME COSIC RESIDENCE SITE ADDRESS: 4248 S 148 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS A�& Buil in Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 02 -1 4-06 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: .Permit Center Use Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03-14-06 Not Approved (attach comments) ❑ Documenlshouling slip.doc 2 -28 -02 DATE: z z �w QQ JU UO Cl) J = f— !2w w �J LL ¢ cf) s �w Z f- z0 LU5 U� O �. off w U- 0 .. w z U= O z PERMIT DOORD DORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -410 DATE: 12 -19 -05 PROJECT NAME COSIC RESIDENCE SITE ADDRESS: 4248 S 148 ST Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Building Division ❑ Public Works ❑ 61 u(/ 1 - 2 l� Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Z Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Applicable ❑ TUES/THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 01 -1 7-06 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing sllp.doc 2.2"2 ��'� l.f�.LA..:.uu.�_.w..:. .>.t t':«.... ". (. _.:.� :��Y'..•....a.+:.:Gw::.tii .:.'.34.w..w.•s.:.:al.. • •.Y..- n..t.l= w.ia�ce.;rM..Yr•�R WtI.� }+461 .hr �'V :��a.AT%fi � !l. .�C:f: i.4�ieibAi. + xiuik .�:4�u,i.E.C1b:LNwwFduuC -1U l'4.1�>��w9FUY t kf�J• " <.1.��.�i11j4.1L'. 7. iw •:.di.a:.b.1�ir.:e: » DUE DATE: 12-20-05 DATE: z ;= z �w �U UO CO) co W J = f— �w W } O �J LL? Cf) �W z H H O z F— w w UCl O Cf) 0 F— III W LL� t '—' O .z W U= O~ z PLAN REVIEW /ROUTING SLIP 0 ACTIVITY NUMBER: D05 -410 PERMIT COORD COPY r PROJECT NAME COSIC RESIDENCE SITE ADDRESS: 4248 S 148 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Bu�l ti n g Division Public Works )VI 40 Fire Prevention Structural ❑ DATE: 11 -15 -05 Planniln v i s f VVVV Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete M Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i j TUES/THURS ROUTING: i Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 12-1 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 'kZ' 11 Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: Documenishoulinx slimdoc 2.2"2 DUE DATE: 11-17 -05 z i~ W UO NO co III W� LL w O U. < =w z ZO �o U ON O E- wW �O ..z w U= O z PROJECT NAME: _"'I(, LKlAf PERMS - -- NO% . bU Site Address: - 12-I'% I,_ - -- Original Issue Date: ��- REVISION LOG Revision ' No. Date i Staff I Date Staff i Received Initials Issued ! Initial s Date Staff Issued I Initials Summary of Revision: �U,l Summary of Revision: Received By: tplease print) Revision No. Date Staff I Received i Initials Date Staff Issued I Initials Date i Issued Summary of Revision: I Received By: (please print) - Revision No. Date I. Received Staff Initials Date i Issued Staff I Initials I Summary of Revision: Received By: Received By: (please print) z z �w 2 D JU U0 w = t`- NLL w 0 L? CO D = w �_ zP �0 z� W W U 0� O I— wW LL 0 z 6i N U O H z Revision No. Date I Received Staff I Initials Date I Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: tplease prim Revision No . Date I Received Staff I Initials Date St aff ials Issued Ini I I Summary of Revision: Received By: %H Saar. H,-,-.I t 11 �r~;., r.- �;. ��"' �? L�`?!;.. rrnr??! �tx�rr��r� •�ac�aa�rfu�w!a!vµer,mnw•�na�n s. i M � :REVISIQN SUBMITTAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 622-- Plan Check/Permit Number: DO ■ ■ ■ Response to Incomplete Letter # Response to Correction Letter # FE , Revision # after Permit is Issued 132o06 Revision requested by a City Building Inspector or Plans Examiner PIERMi TCENTCp Project Name: Project Address Contact Person: J Summary of Revision: (W -r, wvx S �A�- SN2 1'4- 1942s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I 1 MA Z Entered in Permits Plus on Capplications orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: :�.L;� «..:., .,. ��,.. w.w:... ;:...,.....,:�.t�.:w.L:l :` �:. s .�.:��..�.::.�!:i:ao::�a:,.,:µ' .:«;> 3:, d. �c. 8: ea�idei .�;:= �:5`.ri:�r, :t:.::ii�ieesx 1. �A"w:.�. . sw: vi✓ a ;u4rw:i+;:w:.us...tU.s:ii+w.ib " ' xrc3az�.L+Y:.�+�+ci5:c.�ud.'S �::i,u}1dt,S�: Aro:C�.i::.7«,c�.Ntit— ,'�iSF.. .eIW�,,t:�w��`,�.,� -,,- z .- z ' W JU 0 0 CO -r U) U - wO LL a �D = �w z E- WO w U� O CO wW —0 .z w U= O z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http :11mww.ci.1ukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12— ~ / e? 26 *5 Plan Check/Permit Number: D d S 1 4 1 0 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑` Revision # after Permit is Issued C 1 9 2011 ❑ Revision requested by a City Building Inspector or Plans Examiner PERUMCENTZA Project Name: � (?,,A ZL4 Project Address: Contact Person: 9 9,(A ,> I Al tC, Phone Number: 246 '�r r L K'I� Z Summary of Revision: CST c�� AT�� 2�/ 121 k- l:T Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on J app ications forms - applications on Ime evision submittal Created: 8 -13 -2004 Revised: :7 NS.:+::41J;,i. /.t'.�eew'r:.. I+ YrrAB+:. '.'k;�iit1J.«'ekh::aEN.ri'ua;rF .iw +w Z =Z w JU 00 CO 0 CO W J LL W w ¢ CO = �w z F- w� W U O- 0H W U. O w Z CO O Z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees PROJECT NAME ` -Z -4 k/ cos' c PERMIT # z ( Q If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: General aboo Erosion prevention %Ov Water LSD Sewer SD Storm water Dd Road /Parking /Access A. Total Improvements c5 3. Calculate improvement -based fees: sa B. 2.5% of first $100,000 of A. qo`� a C. 2.0% of amount over $100,000, a but less than $200,000 of A. D. 5 46; of amount over $200,000 of A. TOTAL PLAN ]R EVIEW FEE (B +C +D) S� (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume 3 b cubic yards Enter total fill volume �'�o _ cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY. Free 51-100 $23.50 101-1,000 $37.00 1, $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 3 Y 2. (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 �,f.» .4. .,.i,.�., .ue.4.wdi... wi.L..:lSw �:Lo: i.j it:' i. v.k:;.:.x.•i :Axw�U4�i�.c+:ix�W: 7:3*'.^ri•s(.i4Ja.�A tuA.,kb .. tr* ir;,^.. r ,uvG.+.tYlisau5�5: +.xu:.'�Siwi<u � .. . a:. .ui:il +....r«e:,:'vs� ...' S1. 4: 4'rL'.••rut.�fr�:i."Yfliritixi:.k 'r...•6�i4Lh�u�s.J, "I z i� w 00 J = Cl LL w 9_5 LL j � = w z� �O z1!_ w w U� O- 0H w u. O .. z w CO z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) $ q2 a (6) 7. Pavement Mitigation Fee $ & (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement miti ation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 23 s� GRADING Permit Review Fee $ Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1"100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1s` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1s` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1`100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 2 ( - _ :.: t.;>...... �(:...' yh,.' w.. Q+.: sd xw :t.�w�rtr'+4y..'#.y;'�:l'; Gti:�;k.�i<».�n�it °: " r a1+r.:.isti�4S;��.n.i1� : trv�4; t' �'':: lC� %n•d.: "i. .ti;..«t x:.s'a. z �z '~' w JU 00 0 wX �U- w 0 �J LL ¢. C/) = �w z rr t- 0 z F-- w U ON OH wW U-- O w z U= O~ z .k BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED Ca (6 +7 +8+9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. oH Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 0 an:e,, h: 'r b.>i�aL. ..t.: �w,:n � u �+SS tnt ..'A�:w>..t•.'te:.lc:,.,w,'u.,l n.f]. fatie. -aa sti.::;,t Z w 6 D J0 00 CO) 0 CO LL1 J = r— TW w LL ?. CO) a = W z� �-O z f- w w D0 ON 0 !— W W 2 U LL ~O .z w CO O~ z 11 Z �— Z Q W W UO co W �0 J = to w 0 U- ? co a �W Z F- 0 w ~ w U O � 01 LLI LL H H. O •. Z w L) E_ 0 Z f '. F t CITY OF TUKWILA a DOCUMENT RECORDING ' COVER SHEET x Return Address: CITY OF TUKWILA s Office of the City Clerk r 6200 Southcenter Blvd. Tukwila, WA 98188 y. (206) 433 -1800 I Document Title(s) Waiver to Undergrounding Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: Cosic Zahrudin Last First Initial Company Name (if business) 4246 South 148 Street Address Tukwila WA 98168 City State Zip Legal Description: A Portion of the NW 1/ of the NE 1/ , Sec. 22, T.23N., R.4E., W.M., (a.k.a.) the East half of Lot 17, Block 6, Adam's Home Tracts, according to the plat thereof recorded in volume 11 of plats, page 31, Records of King County, Washington. Assessor's Property Tax Parcel/Account Number(s): 004000 -0800 11 Z �— Z Q W W UO co W �0 J = to w 0 U- ? co a �W Z F- 0 w ~ w U O � 01 LLI LL H H. O •. Z w L) E_ 0 Z UNDERGROUNDING AGREEMENT WAIVER TO UNDERGRO10i1'DING ORDINAINCE OBLIGATION IFOR FUTURE UNDERGROUNDING (L04-076) The proposed development at: 4246 South 148` Street, a.k.a Lots 1. acid 2, City of Tukwila Short Plat No. L04 -076, Nx it1da tax parcel no. 004000 -0300, require undergrounding per Ordinance 4$6, 924 and 1321. In compliance kk ith the requirements of Ordinance No. 1607, the property owner of this 2 lot short plat, hereinafter referred to as "Owner" has demonsb. application with the Underground Ordinance will create undue hardship if carried out as part of the development. Subject propeit�r is legally described as THE EAST HALF OF LOT 17, BLOCK 6, ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED N VOLUMI 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, and depicted in Exhibit `A', which is attached and incorporated by reference. The Or r is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding fronting their property. Furthennore, if the L.I.D.Ii..:.L.I.D. process is used to carry out the construction of this undercrounding, Owner waives the ri ght to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D, or U.L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property o by O ner which would be within such L.I.D. or U.L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the. parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. C> % t J �/L, COs I G Applicant (Signature) (-12, LA D�N Applicant (Print Name) 1,12- L! G S I tl e S Street Address eqif-�— 1Lq -0� Date 2.0 6 Phone City, State, Zip Pace 1 of 2 z Z �w QQ 7- JU 00 CO t-- CO U- w 9-J LL co :) = F w z z� W U� O� o h- w W �P LLi z U =. O ~. Z I t� L C d i M STATE OF WASHINGTON County of King ss On this day personally appeared before we Z e-jl ra d I V, C d 5l G to be known to be the individual described in and who executed the «vithin and foreboing instrument, and acknowledged that he /zheA4=7 signed the same as his4a6r, r free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this 1 day 200 of / , 5 J 8 N 9 I ( P P UBLIC W CITY Off' TUKTV(LA: $icnalurc Hlice� A. Dea.c_y Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHLNGTON, RESIDING AT Rim - hon My commission expires 6—/6-0 Pu lic �Vlc � Dire2� Page 2 of 2 4 I9 A> 5 Date �all. Ll,. .. i., ..u}. ,:(: b: d i.'.L:u 'n /..)tll:. .:.nWr.A.,ii.. ,,, . 4'w,.. � . � .: J ai' � � H A'- �. i w: i�u. �tu w�L:$:.: ii. u.'{ �' J1 14wYU: i, ap .ti:.n:+s.r,d;i�+w�LYri1:a11f:�.n i., �n z �W u� D JU U O co W U O' J = H NLL W O U. �_D Z d �. W z �. zo W �p U N` ot W U 0" ll! z' U =. .0 H z EXHIBIT `A' DEPICTION OF UNDERGROUNDING AREA 64.36?., — -- --- - - - - -• t `n-' of Eas( line of Tract . :..�,eost I ( / a -Tract 17 1 6 PC ry in 1 -0 vo PC tj HO j4246 : t I `,, •`tri ,+�, � .:•� ;;: t ,,�� ' �• iY, . r cs c d ne EAiSting 0 n -i \ d a 02 S W :'j �'. ` a., Z-1 ...Ouse ;252 t 8' v 'rood— I ' • f f . \ •'� 11�: I 2 t B ' I " ;y.H ' l J � (7 •� i , . � c: � 77 aL I Il :,�:� 0 Ln eosemen rim '270.7' imq egre 5 in-j(12"cm0 s?�S•� i `�`• s;uti t!ea. L in�( 1 2"crnc 16 E- 1 v-3 '64.33" 47 'G.7' o, 5q Gc J -d L L��-, • C. -7 .7 d9i as 1 ". Fw . 2 D 0. 00 CO C0 W, W C0 LL w 0 U- D W :F cy- F- W Z O . Z 1— C W C LLJ 5 U) 0— LU F- U LL O. Z C0 0 Z. 20051014001132 PUBLIC COV 37-00 P I ' O 'G / E 1 0 4 0 /1029 M55 KING COUNTY, WA DRAINAGE AND PRIVATE ROAD MAINTENANCE & WATER LINE & IT' '. MAINTENANCE COVENANT S This covenant is executed to provide for the repair and maintenance of the private road . drainage system & water line within the property described below for the continued U se' and benefit by the owners thereof, as described below. This covenant shall run with the land for as long as the private road , drainage system and water line is used to serve the lots described below. Owners: The owners of Lots 1 and 2 of the City of Tukwila Short Plat No. L -04 -076 for the private road drainage system and water line within Said City of Tukwila Short Plat. Ta Pa'Y 1 +. 00 y00009- 00 The private drainage system shall be maintained in an operable and efficient condition consistent with the 1998 King County Surface Water Design Manual or its successor document. The private road shall be maintained as an operable asphalt surfaced road. Where any question exists as to the standards to be applied. The owners may obtain a recommendation from the City of Tukwila or its successor agency and/or a licensed engineer. A minimum 60% majority of the owner(s) may initiate an improvement or repair action. All owners shall share all associated costs on equal basis, with no fees allowed for administration by one or more of the owners. All funds shall be due at the time that the work"is billed by the respective contractor or professional. Independent payment schedules may be used if agreed upon by the majority of the owners In the event that funds are not paid when due, the aggrieved owner(s) may initiate an action to collect the funds and shall be entitled to costs and a reasonable attorney's fee z z �w aa JU UO W = H co U- O - W LL C0 d =w ?P zo LLJ VO N o H- wW LLi z U= O z M OP upon recovery. This covenant shall be binding upon all owners, their heirs, successors, or assigns. In the event that the property changes hands, the new owner shall be responsible for all past due charges outstanding against the lot at the time of transfer. Water line Utility And It's Maintenance Easement Description: See Exhibit C Water line easement is hereby dedicated for the use and benefits for lot # 2 of short plat # L 04 -076 of city of Tukwila .The sole purpose of this easement is for construction, repair or/ and maintenance of water line for lot # 2 . All maintenance, repair, and / Re- installation of water line shall be the sole responsibility of the owner (s) of the lot Serviced by the water line When said maintenance is performed within the easement, the disturbed land areas shall be substantially returned to their condition prior to such maintenance. We hereby declare, convey and dedicate easement (s) over, under, across and through Said premises for private road, private drainge system ,water line and their maintenance. The above said easement shall be deemed a convenant running with the land. "4 6�zl CSe�C— t� Owner: Lot 1 .�- �,rf -,Z Date 0 Lo a tee Z �Z �w JU UO CO LLI U 0 J N CO lL �O J. LL. Q CO w Z w D� O N q E-- w w. �U u' O .• Z UN O z County of King - bef A. Onthis 12 day 6c-� -,200, ore me, the undersign4 a Notary Public in and for the State of Washington, du17 commissioned and sworn, personal]y appeared_ zehKv-d�'Jq - Cosir, to me knoAu to be the individual described in and -, Atho executed the within and foregoing instrument, and acknowledged that signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned_ my hand and of seal hereto affbxed the day and year stabove A r Totary Public In and for the State of 13Y A R "A Washington, residing at - 7 U 100 COMMISSION E)21RES 2-;Llz-0 Y of King On this day of I 200 before me, the tmdersigned, a Notafy Public in and for 7he State of Washington, duly commissioned and swom, personally appeared to me known to be the individual described w"an I - who executed the within and foregoing insft and acknowledged that signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. Witness my hand and official seal hacto affixed the day and year first above ivritten. Notary Public in and for the State of siding at Washington, e -00NBd1SSI01\T EXTIRES FA z Z W D 00 (/)a (j) W W J S2 LL 0 2� 5 LL < rn D 0 W Z �- O� z �- W LU c o 0 O H W L L) u. 0 Z W U) O z ' E xisting ��� shed ,•�, 0 N I 'Existing 'House/ ; t #424 6 I i I i LO N t!) O O L E_ A) r� i Exhibit `A' LOT 2 z W, UO Cl) CO Ui U) U. WO s � LL ?. N Cy = W 1- _ z X Z O, 5 U( o� WW H L): W Z CO W L~ _ O F- z I, � - S Exhibit IBI Legal Description Private 12 foot Easement for Ingress, Egress, and Utilities; subject to a Road and Maintenance Agreement, as recorded under King County recording n6. described as follows: A Portion of the NW 1/ of the NE 1 /4 , See. 22, T.23N., R.4E., W.M., (a.k.a.) the East 12 feet of the South 104.14 feet of the East half of Lot 17, Block 6, Adam's Home Tracts, according to the plat thereof recorded in volume 11 of plats, page 31, Records of King County, Washington. I in Z Z wo 6 2 D 0 0 0. (/)D CO LLJ LLJ J CO L 0 U- S2 Cy W 10 -- z �- LU LLj 2 5. D 0 0 CO: .0 LLJ LLI LL . z LLI CO 0 Z i Exhibit `C' i Y U O N ^ „ i Z F / ry �ti' + Lxi V 5 Existing p House ( - � l i•� P • I II :c0 �, II 1pll 12 '7 x ! 1 r 13.4���`T ¢ � b �Prop ose d ind 1 N8$ "02'37 "�r`i, Existing f k �w L �, ,, 7.1�0 zj33 64.3 + /.I House g C 0.0 X 4282 8' q rcvel. road Ui/! /;'Y o� i x 272fi � - f c�ISE�`;:` -a�c\r f o0 2�A- � � • � A • - ce- as 0 to P cb rim = 266.9' ?` I 12' easement for ingress, egress/ inv(12 "cmp(N!)= 25.0' 1 inv(12" cmp(E) =25.0 x inv(6 "ADS x2(N) 265.6' i v o 88'02'3 s 64.33' x Sir , O r ` 58.5 �6g 9 26 6> ? g r� 6 5• ?`�' s �sa5 swale�l A1.2c-I IL. s •- - Q X6$1 / °d nitary Sewer MH proposed t — 265.9' 2nd .meter I (E — >W) = 257.3' ' sis of Elevation ' o d i Z Z . rY W 2 0 UO N D J � CO LL W 0 O 0 J LL N d : �W Z = H W O � Q UCO 0 F- WW H W Z ll.l U= O Z 20051012001648 PLEASE RECORD AND RETURN TO: Val Vue Sewer District PO Box 69550 Seattle, WA 98168 110112/2005 11: ONE-PARTY DECLARATION OF EASEMENT FOR SIDE SEWER WHEREAS, THIS AGREEMENT, made this day of October , 2005, between OWNERS NAME Zehrudin Cosic , Owner of the following described real property situated in King County, Washington, to -wit: 4246 S 148" St TL #004000 -0800 Lot 17 BLK 6 Adams Home Trs (Lot 2 And ' 42xx S 148 St TL #004000 -0800 Lot 17 BLK 6 Adams Home Trs (Lot 1) is desirous of establishing a side sewer easement for ;.tlie benefit of each of said properties. WITNESSE I`I-I: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed by the above party as follows: 1st - A side sewer shall be constructed as follows: Centerline Description: 5 Ft (2.5 Ft on each side) Starting at a point along S 148 St 6 Ft W of SE prop corner thence N 8 Ft thence NW to a point 13.5 Ft W of E prop. Line and 25 Ft N of South porp line thence N to a point 104 Ft of S prop line and 14 Ft W of E prop line. 2nd - There shall be, and each party does grant unto the other, an easement for sewer for the use of said properties and for the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also granting to each party and to those acting under or for each party the use of such additional area immediately adjacent to (lie above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, the responsible party(s) shall restore the premises as near as may be to its condition immediately before such construction or entry. 3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as follows: As mutually agreed 4111 - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5th - This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. " IN WITNESS WHEREOF we hereunto set our hands and seals the day and year first above written. z w 00. 0 CO LL w U_ Nd =w Z F- 0 5 U� O N w F- - �O .. Z. w F- :.i:. STATE OF WASHINGTON ) ) SS COUNTY OF KING ) This is to certify that on this-/ day of � ='� , 20 C:)S"before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came Sk j l 'C.- t to me known to be the parties who executed the 'tlun instrument, and acknowledged to me that the u she signed and sealed the same as their his .1 her free and voluntary act and deed for the uses an purposes therein mentioned. WITNESS my hand and seal the day and yep i this certificate first bove written, Notary Public in and for the State Washington, residing at Se of / /.. J • Y 1 �• r STATE OF WASHINGTON ) SS COUN'T'Y OF KING ) This is to certify that on this day of , 20_, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came (AND) to me known to be the parties who executed the within instrument, and acknowledged to me that they, lie she signed and sealed the same as ( their, his, her ) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal the day and year in this certificate first above written. Notary Public in and for the State of Washington, residing at Z Q� Z u�1 D JU UO co W J CO U- WO 2 95 . co D = a F.. W Z r Z 25 U o �' 0 H WW z LL O •Z U =. O Z !i CITY OF TUKWILA Commlinky Development Department Permit Center 6300 5outhcenter Blvd,, Suite 100 Tukwila, WA 98188 RECEIVED [= EB 2 2 2005 TUKWILA PUBLIC WORKS PERMIT NO,: ., �Y'. M �nfi , �lrt ,MAhfi(4e0;Mr�v:•'ml�.tr+ll' IVr�.4iR �'fle!Wi�`A1.7'i� �[h��������i�. �4tli!K�N���.�, ; f, �A .MTJL+Jrh��Y,lASi3 ° , a1, r �i �CF•r.� i ti 1 Site address (attach map and,legai descri tion 7h hydrant location and size of main): r, '< S l G1 9 S' r- LC./_1A ul� JA & l This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat [N� Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone / ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant td the closest point of structure is �� ft, Area is served -by (Water Utility District): Owner /Agent Signature Date )' �'�? • , ��'�l;a , ��. t , i �. ,� Y ' H. � 'i� i'F�� {�'r 5 �5,': f �'c �F��., �f I. The proposed - project Is within ��t.'- irC�c.v< <Q, IU r ss� (City /County) 2. [ �o improvements required. 3. The improvements required to upgrade the water system to bring It into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and, will be available at the site with a flow of 3 000 gpm at 20 psi residual for a duration of 2 hours at a velocity of /S fps as documented by the attached calculations. 5. Water availability: acceptable service can be provided to this- project Recelven ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are me"NOV ❑ System is not capable of providing service to this project. Y 5 zf7� p�M OPMENT I hereby certify that the above Information Is true and correct. Agencyl hone B y late This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability," Permit Center/Buildi l� Division: 106.431 -3670 Public Works Ocpartment: 206 -433 -0179 Planning Division: 106 - 431.3670 CERTIFICATE OF WATER AVAILABILITY Required on if outside City of Tukwila water district Z �Z uJ UO W LU U) U_ uJ O 9 J u_ � = uJ H Z f.- ZO 2:0 D0 ON 0H WW H u' O lt1 Z U= O Z ATTACHMENT TO CERTIFICATE OF WATER AVAR ABH,ITY KING COUNTY WATER DISTRICT NO. 125 S l : ,3 zA TUKWILA PUBLIC WORKS The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. Thig Certificate of Water Availability is valid only for the: real property referenced herein for the solepurpose of submission to the City of - ��(�( "City "). This Certificate is issued at the request of.the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by. agency or as a third party beneficiary or otherwise. - 2. The District makes no representations, .express or implied, that the applicant will be ableto.•obiain thenecessary permits, approvals, .and authorizations =from the City or any other applicable - .land:{ - use - -jurisdiction or governmental agency ;:necess rry,,.before applicant can utilize F; ;:;:.. ;;•.;,: the utility: service. which is the subject of this Certificate. 3.. As1of`the- of the issuance of this Certificate,, the;District has water available to provide utility. service,to the real property which is the subject, 9f,this Certificate, and the utility t : systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applica District Date r�_OR - C>,/, Datev* RECEIVED -NOV 15 2004 COMMUNI DEVELOPM NT Z w � D 0 tr g UO 0 J T LL w L N d =w Z O 25 Do o C1 w LL o ..z W co o� Z RECEIVED FEB 2 2 2005 M I 'r P.O. B ;-v50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax. (206) 242 -1527 FEB 2 2 ?_005 TUKWILh PALIC WORKS N Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other *0 Short Subdivision ❑ Rezone Proposed Use: to Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Z hr1 ) c!1 k1 1 L Phone: a06 —7 ?S'- yS'3 P Property Address or Approximate Location: Tax Lot Number: a46 S. / Vp sly?e -- boq -- a FOO Legal Description (Attach Map and Legal Description if necessary): R � 17 d1ock 6 y /qd 1 Hr�vr+c. I�-zJS ooM 0 � M� Part B: (To Be Completed by Sewer Agency) 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer O feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. IN a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ Po of a. District Connection Charges due prior to connection: GFC: $ SFC: $ $ Z�o TOTAL: $ (Subject to Change on January 1 st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required W Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. / By Title Date RECEIVED Z �z �w QQD JU UO CO H N LL w Li.a UD 2 CY F . w z F- ZO w �5 U� ON o�_ wW f- ti O w Z CO H O Z ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY The 'following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for•such service. 3. As of the date of the District's signature on this Certificate, the District represents Z that sewer service is available to the Property through sewer systems that exist or that may be 41 extended by the applicant. The District makes no other representations, express or implied,' w including without limitation that the applicant will be able to obtain the necessary permits, M approvals g rovals and authorizations from Kin County, City of Seattle, City of Tukwila, City of Burien, 0 U City of SeaTac or any other governmental agency before the applicant can utilize the sewer CO o service which is the subject of this Certificate. w M CO LL 4. If the District or the applicant must extend the-District's sewer system to provide W 0 sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In Q addition, the governmental agency may establish requirements that must be satisfied as a i a condition of granting any such permits, approvals or authorizations, which may make impractical _ or impossible the provision of sewer services to the Property. z ~ E- O w �- 5. Application for and possible provision of sewer service to the Property shall be ? o subject. to and conditioned upon availability of sewer service to the Property at the time of such v co application, and compliance with federal, state, local and District laws, ordinances, policies, Cl and /or regulations in effect at the time of such application. w w =U I acknowledge that I have received the Certificate of Sewer AvailabilitylNon Availability and this LL z At chmen , and fully iderstand the terms and conditions herein. v co 0 � Z Applicant's Signature Date ,y NO � 51004 � acoE O lvirrr 89539 001 X270798.01 15SY601 L DOC (J/26/04) -1- i FEB 2 2 2005 r PUBLIC C WORKS ,i 1 ' •. .. . <�: '.�:'i�.: A. n:'..k'o.'.t..i..vi�1.1:..1GYU. dui. �. t> rin:: ��:+ s> xw:v u. w.. �...... t «..wwvw+++......r.....++��w+�.. ........� _ ... . i . Look Up a Contractor, Electrir_ian or Plumber License Detail s Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty, A General or Specialty construction Contractor must maintain a surety bond or assignment of j account and carry general liability insurance. License Information License COSICC *98I QN Licensee Name COSIC CO Licensee Type CONSTRUCTION CONTRACTOR UBI 602249021 Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 4246 S 148TH ST Address 2 Impaired City TUKWILA County .KING State WA Zip 98168 Phone 2067784538 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/15/2002 Expiration Date 11/15/2006 Suspend Date SURETY & Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date COSIC, ZEHRUDIN OWNER 11/15/2002 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date DEVELOPERS SURETY & Until #1 INDEM CO 859083C 11/15/2002 Cancelled $12,000.00 11/15 /2002 Page I of 2 https:// fortress, wa. gov /lni/bbip /printer.aspx ?License= COSICC *981 QN 01/05/2006 0 Z 2 �W QQ� JU UO Cl) W= J � �W LLIO W ?. = �W Z H zo U O U), ❑ >— WW H L). O .. Z W L) O� Z r s 1� f t i . 1 ::.w.iN. { � :�1•i- ie.:�- .+►�.ii•::w4'v:+wbi ai _M......�.s•w. +wryrs.r+..�• �:w•.••.Yr�r/ _• M+ IMIM wayl.�/.nM..a.i�Y•.r►MV 1� 0 ) C� CY �' - r� �r � t i C-7 W ME, F_ LO 2. Plumbing ' i CW Ca4- Piptrg• City Of Tukvv'i'-a BUILDING DIVMON ` - .����.✓✓✓ � nlrlrw appt� � on" ad AWovo or t�"°I' i DeAi Pi the viofeEon Of on of apprv'W PId CW 07 B X code or c s 'ape C_ s' 0r I E WI W7 CA IN", it X_�� \p V ft'o i* ot± thnfl ba nmft to Ow snaps r....w�.aosrco�sw�i.i•.a:cs;�� - •• - ;��� - - t !,,•,,. SEPARATE PERMIT ` ry 2, �y� - -•' REQUMI D FOR: ... ...._..... -_ ��....�.., ...._..._� _.. _. ( Mechanical ' ����yyy,a/py�ewrirWRrW►w�rw.w wr/..•K1..�•S.•>.�MR � irlel � + - I ' • � I - ..a.urrf.►i• �.., a.. ✓.... C O.wP.Y1Wr .vw./r""w"'•. ­ A.•M/••M �{YM1rw•1�aN•Iw••.M•M.ti. - - ..•�_ --= l ° A C "i ire, ... � t �, � „701s -f . w+.•,�a�a.�....�.•�• .__. ...._. ......�..... • . �.r.�.. .._...._ •:•...+r•. �.w� _..ra..._. ..ww+•• _.L/..N. y'..n....,... . v..w..... ,..,...._ '^• .v_ -�,.A..(i�i wrrw.�...M�rw. >•rMM•..�.�• #••�r•M.� ..� I1»IM_c 0 q , ' =' _ / r!J ,S i T4 dMB-OWW I n • L A D / nl ans have been revseR cad h�• the T��'ic - -- = t V o: ks Fe amncn - c:1tv standards. Acceptance is subject to errins and r' - .53 cWns w hich - do not authWiac violations o f i 4dopted standards or ordinances. The resp ns ;t - ility i :'r Th- e- adequacy of the- design rests totalizr wit,-. tre 1 : = gner• Add ion4 deletions or revisions to 11, e << :Tgs after WS date Wall void th:s acceptance 11 require a rmubnn ttal of revised drauinp r Subsequent appreyaL i=;1ia! ampotance is subject to fiel insp�.vion by IL ►:. Yu is «'o: k u' in;t actor. t- YlC- y• J ----.. d C.Siann • 1 \VY1Vt�L�V 1 V1\ CODE COMPLIANCE JAN - 4 2006 Of Tukwila ;UtLnTNr. nnrrSlnN 0 'Co e t { I s i i r i 1 t 1 IT p- Tt C II � A °ER,fti7' CENTFs4 TIC) 1 4 to . 1 r11 a 1 _AA PL A t4. V•r.>.I r i E Yl i •'� M, i C-7 W ME, F_ LO 2. Plumbing ' i CW Ca4- Piptrg• City Of Tukvv'i'-a BUILDING DIVMON ` - .����.✓✓✓ � nlrlrw appt� � on" ad AWovo or t�"°I' i DeAi Pi the viofeEon Of on of apprv'W PId CW 07 B X code or c s 'ape C_ s' 0r I E WI W7 CA IN", it X_�� \p V ft'o i* ot± thnfl ba nmft to Ow snaps r....w�.aosrco�sw�i.i•.a:cs;�� - •• - ;��� - - t !,,•,,. SEPARATE PERMIT ` ry 2, �y� - -•' REQUMI D FOR: ... ...._..... -_ ��....�.., ...._..._� _.. _. ( Mechanical ' ����yyy,a/py�ewrirWRrW►w�rw.w wr/..•K1..�•S.•>.�MR � irlel � + - I ' • � I - ..a.urrf.►i• �.., a.. ✓.... C O.wP.Y1Wr .vw./r""w"'•. ­ A.•M/••M �{YM1rw•1�aN•Iw••.M•M.ti. - - ..•�_ --= l ° A C "i ire, ... � t �, � „701s -f . w+.•,�a�a.�....�.•�• .__. ...._. ......�..... • . �.r.�.. .._...._ •:•...+r•. �.w� _..ra..._. ..ww+•• _.L/..N. y'..n....,... . v..w..... ,..,...._ '^• .v_ -�,.A..(i�i wrrw.�...M�rw. >•rMM•..�.�• #••�r•M.� ..� I1»IM_c 0 q , ' =' _ / r!J ,S i T4 dMB-OWW I n • L A D / nl ans have been revseR cad h�• the T��'ic - -- = t V o: ks Fe amncn - c:1tv standards. Acceptance is subject to errins and r' - .53 cWns w hich - do not authWiac violations o f i 4dopted standards or ordinances. The resp ns ;t - ility i :'r Th- e- adequacy of the- design rests totalizr wit,-. tre 1 : = gner• Add ion4 deletions or revisions to 11, e << :Tgs after WS date Wall void th:s acceptance 11 require a rmubnn ttal of revised drauinp r Subsequent appreyaL i=;1ia! ampotance is subject to fiel insp�.vion by IL ►:. Yu is «'o: k u' in;t actor. t- YlC- y• J ----.. d C.Siann • 1 \VY1Vt�L�V 1 V1\ CODE COMPLIANCE JAN - 4 2006 Of Tukwila ;UtLnTNr. nnrrSlnN 0 'Co e t { I s i i r i 1 t 1 IT p- Tt C II � A °ER,fti7' CENTFs4 TIC) 1 4 to . 1 r11 a 1 _AA PL A t4. 3 o S87'59'07 "E ry • 64.36' West line of the east 1/2 of Tract 17 1,07 W. SOIL LOOS 17 MAR 04 ��•' --- Tracy Clarke, op erator SL I d 0 very san loam 36-60+ sandy clay loam approx. 42 Mottling at 36 some water at app ti l N � Il I N ti 0 - s. • Vi . • 0� Q M � m A U U} Q �i a A ti N M 2 .9 to to SL I SL 3 and SL 4 X i� V 1, 2 NN (� r y S oo Same as SL 1 n N .. �� . • 0.0 IN 1 C4 N 0 wry' � . � o�� N� •� I� � � � •� :Z .' .� /sp �y a� 00-, j i/ 00 43 a / > toa 00 .4 P o �; 6—r Vootoot.. Z 2 r E . + Uihset ,�' /ij • �y � ....._ :. F.. ry �._ �a l Z70 0) ,° z7 Earthwork Volume Estimate: The earthwork for the ro osed short plat, including o z ? ' 0 5`� ` p G x / �' r���`� ` _ p p Existing 2I construction of th-e•; new residence:. and private road, =� u • fi lls of more than about one House ` �ti Is very minor. No cuts or fi 4246 _ 3 1 a• "' foot are forseen for the site. The following estimates Z ;� . . ' ' tive purposes and are not based are even for adnunlstra pup ,s . � - on measured calculations. M - �} o } Total cut volume ISO CY Total fill volume ISO CY �Z -�3. t, ., : ,�, `: t , ; ._ :...: ' : to b to It L • 5 pp 2 to s••� �' '"" y N88'0'37' �' �itirc l ,•� Existing House. . A4 !/ Zo 4252 , # SSS 20.0' ss V . L I.. 8 arovel rood W x /1 r 7 SSS - Z V40 > 0 0 /ca lif/. S cb 5 �, _ ; 12' easement for 270 7' e S17� oM - cb .e, rim. } �< < a� c eo WS �' x Tess ,� - / i'�� /z Z'L A? A � �.. � > � rim = 266. ingr es s* eg inv(12 cmp(W)= 268.1 I to 12 cnnp(W)= 5 - s & m 12 cmp(E)= �� �!1/Y. - N - � „ — 5.�0 X � � " . S, • 1/C - - S�C�T��/V _ ! �.PA/.�ED v+'- � •rte• inv(12 cmp(E) -2�' X188'02'3 :� ! h'�t"D/V IRA' TAI, o� �► o in�!(6 "ADS x2(N)-- 265. ; o• y�.o 20.0`• . /.. *;_ •$�9S.� /�J�A T/f 64-33 •�� - . - Z6 60 X Z O � � � • .........__._ _...... _........ ..._.. _.... _._.ry ; VED FO H H 8.5 a IN 4 C :. � CIE ,. I I Y� N V ?s O, _ . c 6 59 s� 8 Swale A/FWe&, - #,, . ' e Q •? 68:� �°�_ � _ _ D ra inage Design Note: 0 : U 2g8� proposed ��os Infiltration systems for the : new residence.' and for the private road will be designed per KCSWM AN — 4 NNO TU l PUBLIC INKS me S Sanitary Sewer MH 2nd met Manual, Appendix C , for general design and detail criteria. The lengths and widths of trenches wn l be j r im =. 265.9 �� It - o sized using the.KCRTS hydraulic program using factors for the sandy looms found in the upper 36 . inches s. ITS, inv(E - >W) = 257.3 a - _ 'e of the site's soils. The design factor determined at this time for all trenches is a 12 Inch depth of trench . E levati on - TuMil Bos4s of QA edge asphalt gravel in order to allow sufficient separation and cover. a , or— NO 7e AL L I/ 71Z 14 roof drain *4XZ: R TYPICAL DOWNSPOUT INFILTRATION SYSTEM - . N t S/ /,F N Qo O overRow �� W �� = A 0 (p V rigid•eF s' a splash btodc j� !� +� . perforated * CO - . seof f�ter fatxic compacted b2dd�t d ���� t e a t 0 a ' o drain S. om 14 7 S!. 0 qr � ' - ... ............. ............................... offer , ,t_dgd eFG fle�a�k'- r �t 4 rigid or 6" k4we b ° separator V op a `Q , " pj ated�pPr 9, 74 7 ll/L' NI 77 A9.4P C a N perforated pipe - • e ' -� po a �"�� ee V ° / S- O/• a / I1L j��..,. tI ^ a� Q W ashed 0004 ° o 9 o o •1 O V a o V G r washed rode m N N • V o o p a V a 1 iff 314 N • ................ .................i3....R.....�' CA 0 ° 0 4 • - fine mesh srxeen �- CB sump wlso6d lid o 0 0 • PROFILE VIEW �' inlRtration trench s v+rlsdid Gd - PLAN VIEW NTS SECTION A /J.� Z q;o .7'v� G 5 m NTS - NTS • _ •- 2 •• ItoI s 4 e i _] Fj 1 9 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE N0. L04 -076 South 146th Street Found brass pin in concrete on case -- 9/24/04 ! I I I I � I I I I U I C� l I m� D "- M O I O to r^ o v m a. 4J w • w � I Q o � o l I oa C: Z E N I as I � I I I l I I I 1 r I I I LOT AREAS 0 • W 0 Oo 0 r o . Z N7 N VOL. /PAGE SCALE: l inch = 30 t 0 30' 60' PORTION OF N W _...1 4 o f _ NE /4 S4, _ T. 2 3_No R ..._. `� E . , W.M. ed N88*02 64.34' 00 o • 00 0 Z I I 15' 10' r ` Found brass pin in concrete on case — 9/24/04 LOT 1 = 6 SOY T. LOT 2 = 13, 336 SO. FT. LEGEND Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic I measuring device,, supplemented by a steel tape. this survey meets or exceeds the standards contained in WAC 332 - 130 --090. I I I I I . I I West line of the --., East 1/2 of Tract 17 I I I I I I Concrete Monument in Case I I Monument I 1 5 Bronze lu I P 9 e 11ai. Tack in Lead or Nail & Disk Q I C J Set rebar w /cap #2360 4 • A Found pipe or rebar � I I I i I i I I I I I I I I I � I . S87'59'07 "E 64.36' nor z 1, .wr .rte. �w rte. +i► .� ��. w.... .+w ..� •.w. .w.. �..� �..� I East line of Tract 17 I I 16 I I I I I I I N 6 I o I N I I I �- to 4 0 I R I I � Existing Mouse I #4252 I New private 12' Easement for ingress, egress i R fEVVED FO r Recorded under King ; �` O DE COMP) N Count Recording No. ' E ; 20051014001132 I AA w ..: r N 4 .;5 New private 5' sewer & utilities easement 3*- recorded under King r AM Of ftwjla to County Recording N o.2005101200 fi 48 I OD 0 I r 0 20.0' . _ South 148th. Street m I 465.31' — _...' _ _____ _ _ ---- S88'02935 "E __�__ _ _`-X-- - -- --- RECORDER'S CERTIFICATE ............0009.... filed for record this ........... day of.........,20 ....... ot ...... M in book .......... of........ot page......... at the request of l� +`L�iw vs�If ��►hD G f Cf C.4 h4I ��'rt� i � .... ............................... .. ............................... Mar. ........ ............................... Supt. of Records V LAND SURVEYOR'S CERTIFICATE I, X 44s►r t .Scow e7' , registered as o land surveyor by the State of Washington, certify that this plot is based on on octuol survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles ore shown thereon correctly, and that monuments other than those monuments approved for setting at a later dote, hove been set and lot comer stoked t ground as depicted on the plot. SURVEY FOR: Zehrudin Cosic 4246 So. 148th Street Tukwila, WA .•``3 0 00 0 .. :� ; .� c •� 'fir f /�,� r V� R s= . • . r��.�' - S. ft ;,, ••0000- �� �. ocPMEs sir C�ROFENED PERA41T CE1VT <t EA a 1 i D > O ISCHROETERI�I'1LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, - Seahurst, Voshb►gton 9M2 (206) 242 -6621 FAX (206)243 -9679 DWN- BY DATE 11/08/04 JOB No. 449/ 2 LAW DATE FIELD 9/24/04 PROJECT NO. 04124sp CHKD. BY SCALE 1" = 30' SHEET 2 2 Revised 10/14/05 OF f 4 • 0 0 0 -.MA RECORDING N0. 51 20.0' _j Proposed line I I 3 1 I N w � 00 I O `-- 0 oI I� LOT I I. N88'02'35"WI ! 64.33' 1 1 f , 1, .wr .rte. �w rte. +i► .� ��. w.... .+w ..� •.w. .w.. �..� �..� I East line of Tract 17 I I 16 I I I I I I I N 6 I o I N I I I �- to 4 0 I R I I � Existing Mouse I #4252 I New private 12' Easement for ingress, egress i R fEVVED FO r Recorded under King ; �` O DE COMP) N Count Recording No. ' E ; 20051014001132 I AA w ..: r N 4 .;5 New private 5' sewer & utilities easement 3*- recorded under King r AM Of ftwjla to County Recording N o.2005101200 fi 48 I OD 0 I r 0 20.0' . _ South 148th. Street m I 465.31' — _...' _ _____ _ _ ---- S88'02935 "E __�__ _ _`-X-- - -- --- RECORDER'S CERTIFICATE ............0009.... filed for record this ........... day of.........,20 ....... ot ...... M in book .......... of........ot page......... at the request of l� +`L�iw vs�If ��►hD G f Cf C.4 h4I ��'rt� i � .... ............................... .. ............................... Mar. ........ ............................... Supt. of Records V LAND SURVEYOR'S CERTIFICATE I, X 44s►r t .Scow e7' , registered as o land surveyor by the State of Washington, certify that this plot is based on on octuol survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles ore shown thereon correctly, and that monuments other than those monuments approved for setting at a later dote, hove been set and lot comer stoked t ground as depicted on the plot. SURVEY FOR: Zehrudin Cosic 4246 So. 148th Street Tukwila, WA .•``3 0 00 0 .. :� ; .� c •� 'fir f /�,� r V� R s= . • . r��.�' - S. ft ;,, ••0000- �� �. ocPMEs sir C�ROFENED PERA41T CE1VT <t EA a 1 i D > O ISCHROETERI�I'1LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, - Seahurst, Voshb►gton 9M2 (206) 242 -6621 FAX (206)243 -9679 DWN- BY DATE 11/08/04 JOB No. 449/ 2 LAW DATE FIELD 9/24/04 PROJECT NO. 04124sp CHKD. BY SCALE 1" = 30' SHEET 2 2 Revised 10/14/05 OF f 4 • 0 0 0 -.MA RECORDING N0. 51 r DECLARATION Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be a graphic representation of said SHORT PLAT of said and some is made with the free consent and in accordance with the desire of the owner(s). APPROVALS: Reviewed and approved by the Short Subdivision Committee and hereby ertified for filing this I-LoLday of L14V_2OOV Chairman. Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this day of &.L 20C2�1_ S c-p + T Ro btu Account Number . 00400008QQ OLD LEGAL DESCRIPTION 4 IN WITNESS WHEREOF we set our hands and seals. )�Vd '& I - rt Zehrudin Cosic ihada Cosic Name Rome N ome Rome State of Washington County of On this day personally appeared be fore me l r in C4.6 __ ._ to me known to be the individual who executed the foregoing instrument and acknowledged the he%sAs signed the some as his /#er- voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of AW&Wber i, 2-0a.r Signature____ Name as commissioned A l ice As DL&c Title _ Afofary bltG My oppointrnent expires b- MO, _ �,.;•��•� �•.,; do �y VBl.IC► State of Washington i�`jt6 WASH��.• County of - Kina %J 0 this day personally appeared be fore me lvl� _ � Q,�..j _.� M. to me known to be the individual who executed the foregoing instrument and acknowledged the 4e /she signed the some ost -We /her voluntary act and deed for tine uses and purposes mentioned therein. GIVEN under my hand a seal this day of �Ya1_Iembw L 200 Signoture— d. & __ Name as commissioned Alice U A - Dea Title h My appointme t expires - A. ess .�,rroo � 40TaA 9 j; y N - A : '°VeLtiG z = =0= �'r +�0 '• 16 � •',fib N/ASO RECORDER'S CERTIFICATE rl COiF08 COPY in ... CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE N0. L04 -076 ... M of 20051109900006 s ' e S ae ePn i :i0111112M zs:se KING GOloIT11, us mecores THE EAST HALF OF LOT 17, BLOCK 6, ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOT 1 THE SOUTH 104.14 FEET OF THE EAST HALF OF LOT 17, BLOCK 6, ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO A 12 FOOT EASEMENT FOR INGRESS, EGRESS AND UTILITIES RECORDED UNDER KING COUNTY RECORDING NO. 20051014001132; AND SUBJECT TO A 5 FOOT SEWER AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20051 01 2001 648. LOT 2 THE EAST HALF OF LOT 17, BLOCK 6, ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 104.14 FEET THEREOF TOGETHER WITH A 12 FOOT EASEMENT FOR INGRESS, EGRESS AND UTILITIES RECORDED UNDER KING COUNTY RECORDING NO. 20051014001132; AND TOGETHER WITH A 5 FOOT SEWER AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20051 01 2001 648 SURVEY FOR: C ODE FOR CODE COMP RANEE JAN 4 � L f , r. f% L;0 City Of Tukwila I ITTOINI RECEIVED CITY OF TUK1Mt A LAND SUR EY R'S CERTIFICATE I, ,q; �ti� -•mil S� roc cr ,registered as a land surveyor by the State of Washington, certify that this plot is based on on actual survey of the land described herein, conducted by me or under my supervision; thot the distances, courses and angles ore shown thereon correctly; and that monuments other than those monuments approved for setting at o later date, have been set and lot comers stoked on the ground as depicted on the plot. -ow RECORDING NO. VOL. /PAGE PORTION OF NW _1 /4 0f NE 1 /4 S _ T. 23_N., R._ —E., W. M. Zehrudin Cosic 4246 So. 148th Street Tukwila, WA hp 0 w •t w ter• so Ov e4 • �; •� ♦� f `• lJ � L �t� `t 1� 0 a a J 0 PERMt (CENTER I > SCHROETER LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 613, Se~sl, VashMgton 98062 (206) 242 -6621 FAX (206)243 - 9679 DWN. BY LAW DATE 11/08/04 Mpg No. 449/32 DATE nELD 9/24/04 PROJECT NO. 04124sp CHKD. BY SCALE 1 = 30 , SHEET Revised 10/14 /05 1 OF 2 f rj 'A r I I if 1 rc=ei i o-r; rwo I I Iq I I I 11f; ! A to- r I ;t jI -Ie# t lo 1 1 IiiihiAl I i rrrcifl lon. RIGHT ELEV. 1/8 0 REAR ELLV. t /9" _7;� ISOMm' ?I 14 H 11 Residential Designers & Planners Kim Mliams ,425i656-0559 t;425 inwrair.corr. f6a' FREE -f-00 844-i421 X V) left% U 6L S (1) 11 3. 5a 00r_//qc% p y _1 0 "p BMM S. MW**k P.E. c" Engineer i -'i-- a LL A,.. �. .*- f `t r LErr ELLV. 1/8 NOTICE: 714 DRAWW36 GET FOR4. - - - )N't;415 SET OF IbUILOW PLANS AS IN6Tp%A-kV4T6 op 6 EWICE, AM AND 61.&L REMAIN TWO M OF CK4140 VEM Ih1C. TIC PLANS ARE -COPYAWTED t1ATgpuAL AND TWIR USE 16 L"ITMjo TM coN6TjWcTjcN 42t IN STfajCTUFM " YEAR OF PLIRCA41AAER ONLY FOR CIPIC Aki'V I I&M of rok i' � �ii�� I I� III p L r E E CUT112 r O N FR*4GEH&4T Ox to 'MATOft rV P I L Aill DST& on 4,&L "W ONTRAC" IT AND C001TkX*- ft ROJECT PRIM TO 1#1r3 t4 t RASE. CRANE Op.6 A� 4Y VARIATION ONDITI" q ; s �,: ARIATION SMALL W M$avl C. MOR TO 014TRACT DST to CT IMPOSED CN > YC(J OR MY TtAlln 11 f'1' RICE PAID FOR CRAM 0&6gft T. r P) X , z ;4MiW V/"yt_ :51bp,4e, REVIEWED FOR t COMPLIANCE JAN - 4 2006 city Of Tukwila I W Milk i IT 4 t OP-T-1 C.---4A L SA14 - 0 10 Nowak HOLZE HU OR ADNR _66 to NE �� �' rc-5TP_1_ AWiDrLA1140 vlelbLt hpbH c rRoH s1pUct1J1=,t BW*Mt- 4 W07 RECEIVED 7- c e 4;1 / V =11111 a 14245 59th Avenue S. Tukwib, waAivon qw6s (206)242-7665 - All d 't ,011 - tier I h act flote, howiolowo 5holl P;.p C ked Atid Vrilficel I" lot - Iti f rtic4 I - I 2 4 0 ip MY OFTUMVItA HO 15 2063 PERMff CENTS 2 1CA4 ,j e t ::W 4 ,4 1 r k ikf corymc i i r a mi(,o 6 E -tl5 rA I 5 r v Wr A 4 4 NOTE: CONTRACTOR TO CHEEK AN13 vF_Ru: 5011.. AM. 51-OPE CONDITIONS PRIOR TO CON5 I RLIG, I ION GRANE DE15116N SHALL BE t40Tn E:r) (X ANT CHANGE DUE TO CONDITION6 CA--I 51 IF 11 �Wff r _. .. l ! �lrj /' • (•Ii1(I� +, �� :, } ,�• L(�� .� ! l�(,}i�i I I -• I <r I.I:ii ��+ li�l llt I Ir 1�� ' rlr�':�I �111 •`��r l !ii r irl�I� + -�I I r �_�:,•�•111 . wr.• . �.........a..._.w.Mw.•.rw.•. w.w...+.p..tiw..........ti . w..w -..... .►r.r w...�.r. CONTRACTOR TO CHECK AND 1ERIPY SOIL AND 6I.0M CONDITIONS !°PRIOR TO CONOTIRUCTION C1 DESIGN SMALL DE NOTIFIED OP ANY • CI4ANGE DUE T O CO NDITIO N S ON SITEII 3-I r1 , l� 50 • C- ..ter.. .•!..•.�«..�....�... ..- .. _..,_..... ._ .�!� -"! NOTE: NUMBS -FRE:D REFERNCE. - -- .- ». ;� � ... - -• • .. - . - - -• - - - - -• - -r_ s- =� a- r+± -^-r -- rat- sr. -_-^ � It o ,. I - .• � . !. f V i L Jj t � rQ /1 6 ! It is . / N '�t�t��:la ,1.(;, it {?fP . h ,f# 11I111rIltitrilla ��ieal! I ;P ! 1r��-FP: Apij ri M Pry hl I. ( o1fol m o -11n,11 t j? G ANGI•IOR - CSOL t WASI -IMIR 5'-.ALL ME 2'x 2'x3 /Ib'. * ANCHOR "Jo O ALL E i:ND 3 /4' MIR AMV. DOL. OR SM. E Mu DSI LLS FOR WAS"EI2S 4 WTS. • ALL INFERIOR POSTS a CI AUL SPACE M ALL HAVE I TOP A BOTTOM CONNECTION. o ALE. FOOTINGS • PERIME @ F R OF FOLINDA110N 61 -IAI-L BE! BA- C"ILLED. MI D. CRAWL SPACE TO 14AVE 18'x 24' _ M. CRAA1.. SPACE ACCESS. CRAWL SPACE 4 COt4C;MTE 13LAS • BASEMENT r4 WAvt! 6 MIL. SLACK vISMUEEN \ FARRIER. BUILDER/CON rR,AC rOR TO VERIF=Y f~l.1W. ! DOOR KNOCKOUtS rRIOR 10 CO!` SI MLIC 11 CN. • MY Mt1NDATION opENING9 To 13E I-11N. e' AWAY MOMMY F'IOLDOM • 11114. CLEARANCE FROM e01L To JOIS T O BE 18 ". IT' FOR M AM. !z' © " e-witc. mw 3c� xl�� ! _ Q of i - - -- 4f I 1 REVIEWED FOR .ODE COMP IAN A000MIcn JAN - 4 2 ly I • t . d } n_ 0 v tJ 3 � . u ta iF if) j u . V i' i f . . . 4 F ' 0W* 0 7 RECENED -� CfTY CF TUKi M A All #ttr • • _; : nl=n c f gi v lT CENTER E-050594 M& i 0 0 AA 1 1 y � J r I L I F i Jf I •4- �3 �i . rt -y :r y ' 0W* 0 7 RECENED -� CfTY CF TUKi M A All #ttr • • _; : nl=n c f gi v lT CENTER E-050594 M& i 0 0 AA 1 1 y � J r I L I F i ' t � • . . • s - � �•� i� ►! • {!i: r.'i!' ...tt ;•Z•s,ir•;:l t. �h��i����•` �_' i� :�ir..�l�:efll�►�i�' `. ' �; ? - _ hw. veo All 1 (!q i:lglil.. Ic 1•1;11 c'i Ip () I I110 1 ;1jrel ��ii��l�t•I: iv (.: Irr�lr�:�l t'i c�5�' :�[:Ic ?r�. ; R GE Ar I _ I ^ I 1 0 111 11 ' n' -0 .. V A � ALL C*n «! 6 - ALL gxTamopR- 4 LA _ WW tliARM WiALLe T6 Of 2xo' ' (Um =tT%4c" Sw4L L 4W . . VOR PY CW1 F*wo �• Tb KA C"TiauCTION AND, NAJLNO ; . C ICA TIONS. no 4 Dow 1 6 T _ US H 36 rmWMDE x IR9 etc • ALL C &AL I!0 1:*AFT o f A..L,P4M:4:. -mot 01m OUT. F NO T T " SAMITY GLAS O. • . f'RO'11 DE fax P0 6T OR - & * Ca4C: . T16 TNGT •4 N- 1 Ftf>'Mt�►C� � � ' . LAW - - RVATi+ © `A 110 WOCO - , (,E NE - R.A W.CWM OW WA" 18 ' AI.I. • - N�U1R tom• . �r���, � ° =; � . O'AC R SPIALL. HA MAI. • A.L. Wbt 4 0 s. M(WA'�iDl�i LLB. a QQ.Q)JL- C40 ISUI •O�i4�U A To :: - . h' k 8' AWAY art i4At1t' L W , _S.4 pm w-m ..v6 At v, t TO 8 ET - & FOR . E. = 1 I�3� _*F�Op' L 4!:.Q" - -A 1 Jr IF 4 - - - - --- - -- - -- - _ -o� _ - -- - - -_� co 'Coliti Note - All Am 5h oll Be Cheded AM hetlfied rl in (1 mott L.- OWIF.K2 1= LC)l CP k P L.^" 4 ip RECENEU CITY OF TUI V11 A PERMIT CENTER cor ( ict I r o 19 7 (p MATERIALS by WALL GROUP L _ I Wall r Fasteners: Spacing [ in) Grp Surf w. Thickness Or Size Type Edge r Blkg - Ext SS incl. OSB 7/16 Vert 8d Mail 4 6 � ALL C*n «! 6 - ALL gxTamopR- 4 LA _ WW tliARM WiALLe T6 Of 2xo' ' (Um =tT%4c" Sw4L L 4W . . VOR PY CW1 F*wo �• Tb KA C"TiauCTION AND, NAJLNO ; . C ICA TIONS. no 4 Dow 1 6 T _ US H 36 rmWMDE x IR9 etc • ALL C &AL I!0 1:*AFT o f A..L,P4M:4:. -mot 01m OUT. F NO T T " SAMITY GLAS O. • . f'RO'11 DE fax P0 6T OR - & * Ca4C: . T16 TNGT •4 N- 1 Ftf>'Mt�►C� � � ' . LAW - - RVATi+ © `A 110 WOCO - , (,E NE - R.A W.CWM OW WA" 18 ' AI.I. • - N�U1R tom• . �r���, � ° =; � . O'AC R SPIALL. HA MAI. • A.L. Wbt 4 0 s. M(WA'�iDl�i LLB. a QQ.Q)JL- C40 ISUI •O�i4�U A To :: - . h' k 8' AWAY art i4At1t' L W , _S.4 pm w-m ..v6 At v, t TO 8 ET - & FOR . E. = 1 I�3� _*F�Op' L 4!:.Q" - -A 1 Jr IF 4 - - - - --- - -- - -- - _ -o� _ - -- - - -_� co 'Coliti Note - All Am 5h oll Be Cheded AM hetlfied rl in (1 mott L.- OWIF.K2 1= LC)l CP k P L.^" 4 ip RECENEU CITY OF TUI V11 A PERMIT CENTER cor ( ict I r o 19 7 (p MATERIALS by WALL GROUP I Wall Sheathing [ in) Fasteners: Spacing [ in) Grp Surf Material Thickness Or Size Type Edge Field Blkg - Ext SS incl. OSB 7/16 Vert 8d Mail 4 6 Y es i 2 Ext SS incl- OSB 7/16 Vert 8d Nail 6 6 yes 3 Bath SS incl. OSB 23/32 Vert l6d Nail 4 6 yes _ n rt ' /'�" PZ % - 49 ' nr v i - _ e f - Y JE- 050596 ♦ • r� 44 J� ' nr v i - _ e f - Y JE- 050596 r ���!�ii� • •� � .:' r. • � y;! ��.. JY'�." ♦���� ! �.� � 1. ! 4 . i • � E • . . ! '� ' �• � • • =• . ' J G I i ! �t I I P v o Al Ae 1 le �� . • . .....�. �: g . G: �F���• �. II g� Ig Ce Iv Mal:���i�l C.�1s I Isla ,�� ��t�l e�; t 'la t,rl���lf��l I f'neerul�.ln. i�. � '. �i«�•�.�:�.,:+u„i. - NW x k . I. ALL PLOok Jolet To s C .�. " . UNLEGS No*tgD &1* W" s t Z. S6LIC3 ISLOCKIWa NOT 'rte It k�l�??. Y � f 1 S. ALL ISEAM 6 Awv! t*L A% - TO _ v 0 s jo ist 14 A, BAs is s 1 I M I C61;f 4 5ri-L lgr"fi +x4" P. p"o•r YwUvctor Noto - AO Jime oloro9 Shall fie Checked AM t�mv fffcd ro in C: itotr �� cr 1off. 2 " LD F L. C> C) v I 6 0 0 5i1%+ Q S an4 7''o,wr kzw es at_ FRAMIN ip A ) V 1/44 -X !q• r 0 q REVIEVVED FOR CODE COMPLIANCE JAN 7 "P16 • j 1j f' t• 7 t• �C 7f- ; f RECEIVED CITY OF TUKWLA tI • l Vv� e-IZA PERMIT C LATER 4 p , ritSi cortwi I r a 1*ea T �- tl5o59� N i Z r G c ' .r. s 2 . f RECEIVED CITY OF TUKWLA tI • l Vv� e-IZA PERMIT C LATER 4 p , ritSi cortwi I r a 1*ea T �- tl5o59� N i Z r G r .. to Yi f I U jl 4 Gi sure OehIyfl, trtc:. PerveI vef- All I %Ic r I 1- ,1ol -ri im c.)rr 111 �;1�F�1 r Irr. t Icy C:r t - i otiPCUt;tc�rr. NOTE": 0 ''�;,,,[ &'WE2 TO SHEET 6 - 3A FOR NUMBS F.7 ;F r r�Ncr_ . . .4 ,1 I . it + nn wv t , r 4050 N A;ox �1 CP 4 4'92" S �-4 18 '0 O k- j o rp 'Cortt.r act or M ote - All clfmrtr teri5 9haft V!* t_:hF':} nA Ai !,J 1 Pi tf lec] 1 ► to to f r1oe-i i trc; t frill L ATWN MINtM1M Z$ .Wig. KITCHEN PAN l 1 ) '3ATIalROOP1 FAN () LAtNRY O FAN ( 1) WWOLE SE (..) �DROK7!'!S. PAN •„? NOTE= ��- #2� CFWt WHOLE HOUSE FAN UATH ` -, 1 24 HOUR TMR WITCH WM W[t ANO tMDE1lG iT DOOR FOR AIR TYPICAL. ' � a SMOKE DETECTOR Oleo TO DE M CN ALL SLWH'W6ROOMS t AT A POW CETITfRA1.L'fr LbCA?ED IN A HALI. OR bMG ACCESB TO A mt,B�Mi�i;: ALGPfCsUJJ TH DEt@GTCRB C � 4L6 4.GvGA1W !i Wall CN ALL Fl.OkOFib, FIOT WfREW! Fasteners; Spacing[in] mAT7$fp1C` B�4C7iC L ATWN MINtM1M Z$ .Wig. KITCHEN PAN l 1 ) '3ATIalROOP1 FAN () LAtNRY O FAN ( 1) WWOLE SE (..) �DROK7!'!S. PAN •„? NOTE= ��- #2� CFWt WHOLE HOUSE FAN UATH ` -, 1 24 HOUR TMR WITCH WM W[t ANO tMDE1lG iT DOOR FOR AIR TYPICAL. ' � a LIvING A1W.A MAN FLOOD: 14a s j= Lino K k oom L owe , oM to _7 Co So 1� U A : Z 1 a%¢- !!!S& �: 7� J7 /i�r �5r ECEWD WY OF TUKWILA N0 1 5 J un PERmiT CENTER 1�09 MAn NWnber E- 050598 C:) C P L.^" - 1 � Aft lil Frtl fle't �-� � I 3 A.18 r 12 f � • i 8 _.AA G ENE RAL NO 0 p �A W:AUERb' TO fto OM 4XW D" x4 S q# 6 t ALL RXTERIOR 4 OA AU UW "f • UAoA4LS TO BE Zxtr $7UD6, lir ".) ! CONTIRACTOR EMALL C, CK ANP %#SPWY ALL DH" K** - TO CONSTRUCTION. ME 6WT1 6A.TN"J2H a. *A FOR GON.aTM ICr1nN AVM - N Ji! Ih"s. IdATI". ; IC3 to AS RECD. OY Cjpft. A& MUD $ILLS FOR W b. i • 9XVIRIOR D0 TO - WAYR - MAN - VW ST'E" WITH MK 3W OWIP "L 1*07A PIPE 6T0" ! ALL CONcEALEv DRAFT ' • ALL SWOMR 044.0 : - DR TO OPEN !aq, P NOT SLIDISIG, TO Im SAFETY GLA". • PR.0'0c E 6x POiT OR b' Cow. CURD TO . R t �� HC)T FM��vowil PLATE K LAP SILICA * 015L.. TC k • a FAStEMPM INSTA"ED IN F"GERV/ATIVE- TREAT1D QX= SW ALL W MOT- DIPP90 GALVANIZED boom SMOKE DETECTOR Oleo TO DE M CN ALL SLWH'W6ROOMS t AT A POW CETITfRA1.L'fr LbCA?ED IN A HALI. OR bMG ACCESB TO A mt,B�Mi�i;: ALGPfCsUJJ TH DEt@GTCRB C � 4L6 4.GvGA1W Wall CN ALL Fl.OkOFib, FIOT WfREW! Fasteners; Spacing[in] mAT7$fp1C` B�4C7iC Grp Surf Material Thickness Or LIvING A1W.A MAN FLOOD: 14a s j= Lino K k oom L owe , oM to _7 Co So 1� U A : Z 1 a%¢- !!!S& �: 7� J7 /i�r �5r ECEWD WY OF TUKWILA N0 1 5 J un PERmiT CENTER 1�09 MAn NWnber E- 050598 C:) C P L.^" - 1 � Aft lil Frtl fle't �-� � I 3 A.18 r 12 f � • i 8 _.AA G ENE RAL NO 0 p �A W:AUERb' TO fto OM 4XW D" x4 S q# 6 t ALL RXTERIOR 4 OA AU UW "f • UAoA4LS TO BE Zxtr $7UD6, lir ".) ! CONTIRACTOR EMALL C, CK ANP %#SPWY ALL DH" K** - TO CONSTRUCTION. ME 6WT1 6A.TN"J2H a. *A FOR GON.aTM ICr1nN AVM - N Ji! Ih"s. IdATI". ; IC3 to AS RECD. OY Cjpft. A& MUD $ILLS FOR W b. i • 9XVIRIOR D0 TO - WAYR - MAN - VW ST'E" WITH MK 3W OWIP "L 1*07A PIPE 6T0" ! ALL CONcEALEv DRAFT ' • ALL SWOMR 044.0 : - DR TO OPEN !aq, P NOT SLIDISIG, TO Im SAFETY GLA". • PR.0'0c E 6x POiT OR b' Cow. CURD TO . R t �� HC)T FM��vowil PLATE K LAP SILICA * 015L.. TC k • a FAStEMPM INSTA"ED IN F"GERV/ATIVE- TREAT1D QX= SW ALL W MOT- DIPP90 GALVANIZED boom MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners; Spacing[in] Grp Surf Material Thickness Or Size Type Edge Field Blkg 1 Ext SS Incl. OSB 7/16 Vert 8d Nail 4 6 yes 2 Ext SS incl _ OSB 7/16 Vert 8d Nail 6 6 yes 3 Both SS incl . OSB 23/32 Vex t, 16d Nail 4 6 yes CODF M AW C E ieAj — 4r V; 4 V LIvING A1W.A MAN FLOOD: 14a s j= Lino K k oom L owe , oM to _7 Co So 1� U A : Z 1 a%¢- !!!S& �: 7� J7 /i�r �5r ECEWD WY OF TUKWILA N0 1 5 J un PERmiT CENTER 1�09 MAn NWnber E- 050598 C:) C P L.^" - 1 � Aft lil Frtl fle't �-� � I 3 A.18 r 12 f � • i 8 _.AA G ENE RAL NO 0 p �A W:AUERb' TO fto OM 4XW D" x4 S q# 6 t ALL RXTERIOR 4 OA AU UW "f • UAoA4LS TO BE Zxtr $7UD6, lir ".) ! CONTIRACTOR EMALL C, CK ANP %#SPWY ALL DH" K** - TO CONSTRUCTION. ME 6WT1 6A.TN"J2H a. *A FOR GON.aTM ICr1nN AVM - N Ji! Ih"s. IdATI". ; IC3 to AS RECD. OY Cjpft. A& MUD $ILLS FOR W b. i • 9XVIRIOR D0 TO - WAYR - MAN - VW ST'E" WITH MK 3W OWIP "L 1*07A PIPE 6T0" ! ALL CONcEALEv DRAFT ' • ALL SWOMR 044.0 : - DR TO OPEN !aq, P NOT SLIDISIG, TO Im SAFETY GLA". • PR.0'0c E 6x POiT OR b' Cow. CURD TO . R t �� HC)T FM��vowil PLATE K LAP SILICA * 015L.. TC k • a FAStEMPM INSTA"ED IN F"GERV/ATIVE- TREAT1D QX= SW ALL W MOT- DIPP90 GALVANIZED boom r !. ,1'�'; {,' U '-�J : �•i J } /.y : 1 t\ S, •� i ` lilt qA •V'l1i.0� ►���.':.�1'.�'yl t • • , q .. 1 + e / • . i t 1 t { �.1. +�1' � ( �y�t :' 1 ' .r1�1 t '. ?' �r1 ' +.��1"vi } •'JiI P,AsitI0.% sif.lo -.,i. ' a 40 �. f i.'1- l.ti+ + .- �I�f.�j1�� Qi lilkifit +•i�: j (.:I nlle. Peo lolI, IIIc. I'•repcvvc#; All Lepl Plglil:c,3 1t) h1,a P i ICI (),I I If If, giljr c: >>IIplec Ire 1);III III Inl I ' I r .1 1;r.r 11l .IoI 1, NOM REPPR 'ro SHEET S - 3A POR NUMBERED '' PEWCE. AlTla VOWrIL-6114A Isia7 m5a. F-r, 14 ,Aw jo - Its* I COCKO -- U 0 N 2 J hl1 w I# +C�_... 11r _^A - 1*s i P et Am W. , '(,n!ittR: !nr flo - /III :fllCifErOf13 Ve, t J� e( A A Aitel tier IIIeJ h Im Ire LvItc7ti I ir•I I(,rr �zoc�r- PL../-*tJA I s It • i I .J .I•r ._•. y..•�,j♦ i.a. µ. w..��.' . - . •mow ..• . ,. • .• ....�.. •w j Aip IAL C •rwiw �..+•- r�n•..w�.•+.•- _.. ......_....� w•.+wwww. �.r�•w �wrwr.r n l I cl. 1 �-� c, I m - 5 05Z ID NO =.=. • 1 V 4 � L •.w _ o L Ir � S �1 5 _ -I 17 .� I _ , r ODT: JA+� 4 7' Cam— . O jam.. O) M I O 7h, x � ' � � �.� n► Ire i'•�:�� {�Pi I : 4 ter I 0 TRU56 NO TES SMALL CARRY HAANw. S TS 4 !3a II~t8 *ALLEN 1 ISRAcEt To Mme. spe cs. I WILL NOT BE FIELD ALiEREo UJIMoUr APPW.ovAL of ENGWERN" CALCS+ i 514ALL 14AvE DE DETAILS i D oN 8I1E PIKo l°� ?Iola. A pEAI * 4 WADERS to BE &xa PRO"DE 9cFw -r= #Eo F3LOCKWs OVER WADED A WAB = PR i o %lFpt NuV PERMff GEN i F_R 4reA pAe t�pt1 I :'OI' r PIC31 I I @ ! 9 ro jr I 1 'AA I t l . y 77 E- 050591 . f t l . y 77 E- 050591 L 0 Veolgit, 111c. All 1.rqAI 1.1011to 10101-11-pilf-11011 I I 11n, PL � so 112usipa$ I 4kv4 W KA 00 k I A IT: 1 REVI E WAD F0f CO V2 CDX Pi-yvv000 614MA 7 /k,"'0450 Dt (,�*o PUA CC. ccwx PLVW660. ovalt TmOiso-5gis e 04- O,c, Csm Q JAN ­ NOTES MFER TO P" PLANS AND %4EETS M T14RU453 -A."' WR TYPICAt. CONWRUGUON A14D MiliTAILS. M-AnAm rROTHECT1014 UtjpE-R ROOT " - MATERIAL A EXI 61011Nrl- IYPICAJ, 11•15ULATION- (UNLESS 0TWEf:;-W16E NOTIEW CEILING- R-30 2XI2'VALIL1': R-30 WARM WAIA.5: R-21 FLOORS. X C9 C0/4'j ^4 Z_j 0 MMI 6v7_r1Wjt Z x E y V k cvx 7//G 0 jS . 6 . 0/.? A41 Wp-le . .6 Or V C 0 4 "0 VA Ppo IrpAp got t v, FLY woo v 6u4vo PLO. OrLi,te. 4f NAIL) Avr X-qicjLA-r "c ay&jL. U.4#4j4Aj4a AiM AS T rm. K, 950�fpm EXPFIM 4MU s�cr�ory - r� -�r�U y /4�� 'Contractor Note - All d1metielotic 5ligid be check ed Auri Vr.i If led 1) 1i ij I i!(m 9 ff Ll 0 10 Flaw.,- I f 001-841.8-6421 a RECEIVED CITY OFTUKWILA Nuv 1 5.1_tj:'3 PERMIT CENTER 4v I 9 K v PmWd IF M." 6 WIPW MF 7 7 rte„ �,��� E-- 05059jso'* IfLYWIRIGH, @ 197(a C DI: . r CRANE DE616", Inc. Reserves Ail t.e Rights ?'o Mater On This meet - Subject To Criminal Prosecution o�- MIN. 7ilb" A.P.A. RAT Eat SHEATHING - - -- \ wpCI 12' Q C. 10d • be OiG. MAX. - 8d • 6' O.C. EACH = (3 ROWS) _NS 4' PERF. DRN. TILE SET IN GRAVEL GRADE --- --- a Z ONT B AR FORE A T 3/4 ' . ;G PL Y . 54 OR 0.923. --- - R -30 INS. f f ' FLOOR JOIST PER PLAN _ .. ;x4 STV d ;6' - tF ENGINEERING 15 NOT PROVIDED USE 2x4' P.T. MUDSILL W/ I:2' DIA. x 10` AJ5. W x 3' X 3' WAS14ER v 6' -0' o.c BOL.T SHAD. BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/2') FROM CORNER NO MORE THAN i2' FROM THE ENDS OF EACH IF I NGINEENG RI IS NOT �VIDD F INDIVIDUAL FOUNDATION SI�.�. PLATE, MM. 7` EMBEDMENT US 5/8' DIA. x 10' A$. / �.�'X3 X3' __._.__. I) - 0 4 CONT_ FOR EA. WASHER • 4 -QJ MAX. 4 BOLT SHA i 14 OF WALL -- --_ --- BE NOT LE66 THAN l BOLT DIAMETERS 4 ` coNC SL o• a rE R 4' GRl�VE' - (4 -3/8') FROM COMER 4 NOT MORE THAN %� J FILL W- 1= x6 tU2 x IL'2.: �UwM- IN Sl_s�8. FINISH -_ 12' FROM THE ENDS OF EACH INDIVIDUAL .. ; GRADE FOUNDATION SILL PLATE. MIN - -- - - -- _ _ 1• EMBEDMENT ` 2x6' P.T. MUDSILL __._ _.._- • - -. -_ _ _ -- _z X \/ _._.--- •-- .� --(I) '4 CONT. REBAR FOR EA. _ _. _ E Q Z I4' OF STEMWALL. Q i 10 OF STEM WALL �p 1 } -- 1 VE+RT RE3AR s '6` - MIL. VISIQUEEN / F -- F - I ---.6 MIL. vISQUEEN --- -- -� � , g . VAPOR BARRIER(BLACK) A - - ' VAPOR BARRIER s . _ _.__ _ �- r ; ,N 12' CLEAR BEAM TO EARTH A - - ---- FLACK) _ -- - -- __ -�- _� -`- IS` CLEAR BOTTOM OF JOIST e � � • �� 3 ! ?)- 0 4 GOVT. REi3AR 3 6 3 _ MIN TO EARTH }- 'MIN. - I- 3 I USE 0 4 DIA (VE14T.) ? - 0 4 CONT_ REBAR _ s �J -- 4 CONT REBAR I DOOR FRONT.5 'W1 T :-� NOT �. E 55 �- 2 '4 CONT REBAR REBAR • I8' OTC. 3 ' 6' 3 1?' Imo •-- - T "T P. O ST ORY FOU HANDRA 1 L. 5 1. WANDRAIL5 514OULD NOT PROJECT MORE THAN 3 112 INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAVE A SPACE OF NOT LESS THAN ? 1 112' BETWEEN THE WALL ; THE HANDRAIL. 2. THE WANDGRIP PORTION OF HATIDRAIL5 SHOULD NOT BE LE55 THAN 1 P4' OR MORE THAN 2' IN CRO55 SECTIONAL DIMENSION. 3. HANDRAILS SHOUL WA`,rE TRIER ENDS RETURNED OR 5HOULD TERMINATE IN NEWEL POSTS OR SAFETY TERf iINAL& FI BL OCiC i N 1. PROVIDE FIRE BLOCKING IN CONCEALED SPACES t3ETUJEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE WITH THE RLIN OF THE S TAIRS iF THE WALL UNDER THE STAIRS 15 LINF1N15NED. FLOOR LINE . NOTE: OPENINGS BETUEEN ILINGS SHALL BE LESS THAN 4`. TRIANGULAR OPENINGS BY THE RISER, TREAD, s BOTT ELEMENT OF A GUARDRAIL • STAIR SHALL BE LESS THA4 6'. HANDRAIL OR RAIL f 2! Q FL - -RIM JOIST , ,f 2xb STUDS ------ -- -; % 3/4' T 46 PL*1. SHT. OR 0.5$. 0 16' O.G. R -30 BATT INKS. Ibd • a O.C. ---- - - --,, FLOOR JOIST PER PLAN . ; loci • 4 O.C. IF ENGINEERING IS NOT PROVIDED USE We DIA. x 10' A.B. UU 1 /4'X3'X3' � MAX. d 0 4 O WASHER + b' -0' MAX. O.C.t BOLT - SHALL BE NOT LESS THAN I BOLT WWERE BRICK - - DIAMETERS (3 PROM CORNER vEN. - PROVIDE �\ t NOT MORE THAN 12' M01 THE 5' LIP b ` UNDER ENDS OF EACH INDIVIDUAL _ 7 F OU NDATION SILL PLATE, MIN. JOIST GRA y 2x6' P.T. MUD S ILL 110' I MItL� �i Q � f KICK PLATE //,/./ .301ST 2x!2 STRINGERS NOT TO EXCEED 24' 4_C_ Al 5/8' TYPE 'x' ".5 OR (2) LAYERS 5/8' TYPE �-- 'X' G.WJ5. IF STRM&R 3PAGMG IS I"tOTZE TI-!AN 16' O .C_ (TAPE 4 FINISW; L CLOSET OR STOW-AGE BELOW STAIR 7 MAIN FL OOR LINE 4' I 8' ' 4' - - - THAN (2) 3/6 x 10' A.B. • 116' O.G. l VERTU _ 4 -- PLATES s - 0 44EAR WALL OVER lks' 2' WIDE T T I - T* �. GAR AGE FOUN t . 1 1' f-'. T 5 T O F OU N D l O _ - - Q I ATTIC NWLATION R -3S (THER1" LAX IN3t1L. W/ EGNIV. R- VALUE TO BE USED IN ATTICS 0 ERE CLEARANCE LOT AVAIL. FOR BATTJ 1,2' CzM (TYP> MIM 23/32' T4G UN - DERLAYMENT, UXO_ - GLUE f NAIL MG (100 • 6' O-G. EDGES a BLOGKWG, 110' Ojc. I FIELD - TYPJ 1.D. 32!I6 R -30 5ATT M UAf V.B. i v 4 FLOOR JOIST PER PLAN ----- - - - - -- ATTIC VENTILATION 1. b0 OR 1 =300 OF SPACE - SEE PLANS _ -._- FOR RPOFWx GONST. 5EE FRAMING PLAN A ELEVATION W/ MIN. ='Ib' APA RATED SHEAT14Ws UNO Wl 8'-V' PANEL L 1. TH PLACED PERP. TO DIFECTION OF FRf:MiNG AND ALTERNATE PANEL END JOINTS 57 HALF PANEL LENGTH NAKED 8d O 6'0-C PERIMETER 4 ALL SUPPORTED PANEL EDGES 12'oc. • FIELD TYPICAL UNO W1 30' FELT ABOVE - TYPICAL UNO. --- - FOAM AIR MAFF I' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. - -- SIMPSON H1 i•U ICANE TIES • 2'•0' oz. ( 2) I6d EA. END TO T RUSS OR RAFTER TY P- 4 PROVIDE CONT. QL'W OF ROOF S14EA1I4MG :MAILING 0 6'o.c. MA A ' \� • - -- 1x8 R.S. CEDAR FASCIA tv CONT. MTL. GUTTER DBL. TOP PL ATE 014. PER PLAN HEADER -PER PLAN WINDOW - PER PLAN �-- EXT_ WARi"I WALLS - 2x6 STUDS • 16'oc. OVER R - 2I BATT tN&JL. W1 VAPOR 13ARRIER tw MN. l/16' APA RATED SHEATH MG %SEE Pt-AN FOR NAILWI # SIDiPICs) INSTALL. BUiLOM PAPER OR / FELT BETtlIEEN SIOW 3 4 WALL 5f4EAT64ING TYPICA_ ALL EXTERIOR WALLS. -- - - 2x BOTTOM PLATE �-- --- 2x RIM JOIST 2 SILL PLATE r --- SEE 1/511 FOR TYPICAL FOMADATION NOTES 1 i I I 5TA 1 R 5r ON •��ITtCACTCR ivGTE: ..,_? � :'fens :Or =, JrlSt� Be CT�GK�Q ::rd i!L f'PQ P- :or ?o : CXb :r�,G *_ +o� �a �2PG'�9' PIcTr:! i•'S 1�a64? - 3s6'� RECEIVED CITY OF TUK'AfILA r /► NOV 1') LJ., PERMIT CENTER 2002 CRANE DESIGN, Inc, vs 5 E2 L L. 'A M o a wn L �iag L . 4 2 _ Q # r M a o� � ;+ � (p;a� P ? 'A a m �a4. a w L Q f •� .t u +� Q I N z MC 1A ,.O �r o �� L p �r i .. fa fLO�V -1,M �;• U t u u v b N -4 +,M•:•a 'a ' u _r C u fs. y 40 o 0 a s +'a c' L � a$a• r o° F fifu ` di f. M t.- �' p [. d 1A 0 1 OP �' 1 �► 1 LLS� i I p m s RE11.: LKA • STFt" GIR C IF ENGINEERING IS NOT PROVIDED USE PT 2X6' PLATE W/ 5/8' [AA. ANGf-IOR BOL i 11 jC iC3 WASWER) 4 FsOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACW INDIVIDUAL FOUNDATION SILL PLATE, MIN. Is EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL. W/ f hxb - da.I x dZ0 .1 W011. IN SLAB. - -- 2' RIGID INSULATION (R -10: 24' MIN. (EXTRUDED POLYSTYRENE) 1 ' 4. _ g' I 4• •4 REBAR - HORIZ. • 10' 0.. ---�- , - -- -- �4 REBAR • 16 orc. 0 � 4 REf3AR T`` P. 5A5EM* SF AS Z 11 Le"L 24' I t4 _ \ _ - R - 10 R IGID INS. o PERIME • ER I - {- • Q► 4' 8' 4 • • T • • b , 4 VER, . 16 o c:-!is> ..._.. 4i - T . �� 1 REVIEWED �� s 2 - 10 1.1 . R�eA DE C0MPLIA�Vr%E 1 I 1 J JAN 4 L ,�, , .. � � 1 e ' r-'CSiTIVE 7 ` C A4NECT10N • l 1 i i FLOOR JOIST z L DBL. JOIST r LEDGER Z 4 NOTES- ALL EXTERIOR WALLS TO BE GOR TRZTED !N ACCORDA CE W.' TWE tMiN PR1a/15 :ON3 PER 2003 IBC Ut+tO ON T NE P� ANS i .45 SPEC -F i E D F1 M0 4ER Ch SHEE 53. 2. WTEaOR WALLS TO BE 2) Gt7N IR CTiON TYPICAL EXCE ' • PL{ j''I&W 4 CsARA&E SEI -A%t4 •a...- 5EC -ON R-21 GATT lN5UL AT ION OR INSUL. PER SUBMITTAL - - SLIPPORT BEAM PER PLAN USE ST22 HORIZ. 9 Erl. TO BM. SMcE. \ ri - -- 2x6' CLEAT (EA. SIDE) OR SIMPSON MI T L T #E (PC rrPE ) 4x6' SUPPORT POST ?RESSLIM TREATED OR ELEVATED M.N. 6 ABV. EARTH POST 5ASE -� PE A> ►�G'R � - GRADE C ON I C P .EQ - PEER ALAN' �- -- b Mf_ V- SQUEEN : EN-ACK ON J '� I 34 IF ENGINEERING 15 NOT PROVIDED USE ix(o' P.T. t U 3/8' DIA. S 4' -0' GC. UJ/ t i' X 3' X 3' WASHER) 4 BOLT SHALL PSE NOT LESS THAN' T BOLT DIAMETER5 '4 -3 °8') FRO"I COR'`IER :AND NOT MORE 'I Hatt !2' FROM THE ENDS OF EACH iND!VIDUAL FOUNDATION SILL. P L ATE MIN. I' EMBEDMENT _ : /--- -- (1) 0 4 CONT. FOR EACH 10' OF WALL THERMAL 15REAK 4' CONC. SLAB OVER 4' GRAVEL FILL. i,;, bxb - W2.1xW.1ii.li'l. ?N SLAB _J Z 11 Le"L 24' I t4 _ \ _ - R - 10 R IGID INS. o PERIME • ER I - {- • Q► 4' 8' 4 • • T • • b , 4 VER, . 16 o c:-!is> ..._.. 4i - T . �� 1 REVIEWED �� s 2 - 10 1.1 . R�eA DE C0MPLIA�Vr%E 1 I 1 J JAN 4 L ,�, , .. � � 1 e ' r-'CSiTIVE 7 ` C A4NECT10N • l 1 i i FLOOR JOIST z L DBL. JOIST r LEDGER Z 4 NOTES- ALL EXTERIOR WALLS TO BE GOR TRZTED !N ACCORDA CE W.' TWE tMiN PR1a/15 :ON3 PER 2003 IBC Ut+tO ON T NE P� ANS i .45 SPEC -F i E D F1 M0 4ER Ch SHEE 53. 2. WTEaOR WALLS TO BE 2) Gt7N IR CTiON TYPICAL EXCE ' • PL{ j''I&W 4 CsARA&E SEI -A%t4 •a...- 5EC -ON R-21 GATT lN5UL AT ION OR INSUL. PER SUBMITTAL - - SLIPPORT BEAM PER PLAN USE ST22 HORIZ. 9 Erl. TO BM. SMcE. \ ri - -- 2x6' CLEAT (EA. SIDE) OR SIMPSON MI T L T #E (PC rrPE ) 4x6' SUPPORT POST ?RESSLIM TREATED OR ELEVATED M.N. 6 ABV. EARTH POST 5ASE -� PE A> ►�G'R � - GRADE C ON I C P .EQ - PEER ALAN' �- -- b Mf_ V- SQUEEN : EN-ACK ON J '� I r 4 CRANE DE516N, Inc. Reserves Ali Legal Rights To Material On This Sheest, - 5ubjesct To Criminal Prosecution 2x6 FURRED WALL OR 2 X 4' STUDS W.: 2' AIR GAP BETWEEN STUDS 4 CONC. R -21 INSUL. 4' CONC_ SLAB W! 6x+6 - U12.1 x UJ2.I W.U1"I. ON 4' GRAVEL FILL. THERMAL 15RREAK R -10 RIGID INSULATION 2 - 0 4 DIA. CONT. 3' UP - 3' IN NOTE: 501L, BACKFILL ON EXTERIOR SHALL NOT EXCEED A HEIGHT GREATER THAN 30' ABV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. FOUNDATION :' RET41NING WALL (18' TO 4' -0' NIGH tU! PONY SiIALU \ % C,0NTbALh US HEADER OR - -- - - _ - � ST6236 in JOINT (HDR AS PER PLAN) ' C%-" CAP • MILLION LEAD COI*IECTION - --- Lrj_ SEE PLAN FOR SIZE (2) sx& ST6236 TIE STRAP' { CENTER CN JMTS NA!€. FULLY - 2x6 STUDS * 16' OC. - - - -- ! ' A35 C I • BASE I MK 1,46' APA RATED Si,+EATHW2 NAILED 8d 4'ot ( EDGES) ! 8' ozlFI ELD) s AL'... EDGES BLOCKED :,ran. r -- :sib °.SO..E PLATE ?"ILED ! `i ' 16d * 4' oz. STAGGERED R if"' OR FOUNDATION kv CR;F'F -CS `.:s_E SNUG -R 'G POST tu.� Ibd * 4' o c GARACsE DOOR - - -- - -- DRIVEIUAI PER - - -' CONTRACTOR. 11 ` CONTINUOUS FOOTING - I DRAIN ._---- - - -� 2 0 4 CONT. REBAR - - - -- TOP OF STEM WALL BEYOND 4' CCNC. 5L A15 ON -- 4' COMPACTED- FILL 7 r THICKENED EDGE ! _ 5L OPE 3 -10 16' ac. �--- CONTINUOUS FOOTING PER PLAN DE BE 7 G,ciF4GE 5:8' DIA, x It BOLT i 36' W.' 2x4 P.T. MUDSILL � �7 • -� - Y �-i • f"�- �I�/1�i :. 7 ids NON - .. E A R 1NC.3 5 �4 E A f � Wv .!A L_ L• F TC3 . 5.8' DIA_ x 0' ' 2x6 STUDS • 16' OiC. ' 3 STORY. A.B. * 48' O.O. �— 2x4 • 1 4 2 STORY - 3 STORY (WHERE PLYWOOD r-- 4' CONC. SLAB OVER 4' USE 5/0' DIA. x 10' , GRAVEL R=ILL W/ 6X6 - W2.I BOLT * 32' O.C. l x 0.1 W.W.M. IN SLAB W.' 2x4 P?. MUDSILL) - ! L. VISQ11EEN uk• V 5 OvER 4 LIVING AREAS f i � • 4 DIA. 3 UP 4 2 OR 3 DOWN fTPfRIOR BE4RiN . =ALL_ ON 6LA5 - CONTRACTOR NOTE= All D-- - es►'e or:e 5"Ii Be C*wec .ed ;.r<1 Verifieta P .:or TG Cceistr�.Ct•cr. To Reo' F' 3r6 ,' 011.642 - 3615 TOP PLATES HEA DER - PER PL •%N 1 : 2' a E30L 1 1 14RI . I - EDGER AND INTO HEADER a 3' IN FROM FACN END SUPPORT WAIL 4 ✓ENEER BEYOND OPENING - - STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT �- - BRICK VENEER - ELEVATION VIEW 7`1 F_ HE�DEf;R OPENING ENT�� (2) - 10 4 VE RT TIED W: 1 2 TIES a 8'o.c. W1 ALTERNATE NOOKS SOLID tsROUTED CORE R 4' x 8' x 2' BRICK 6 a GA. WIRE TIES !N - BED JOINTS 4 ACCROSS CORE s MA SPACINCs OF I PER 12' OF DIMENSION IN EACH DIRECTION 4 12'o.c. vERTICAL. T BR, ICK COLUMN AT ENTRY � 2x6' STUDS N OT TO EXCEED 24' O .C_ - -- - - - -- - -- 2x4' STUDS NOT* 1 0 EXCEED Ih' OTC. ` WALL TIES 5AALL BE CORROSION RE515TANT AND IF MADE OF SHEET METAL SHALL NAvE A MIN. THICKNESS \ OF 02030 IN. (NO. 22 GALvANIZED SWEET GAGE) BY 3/4' OR, IF OF WIRE. SHALL HAV A MM. DIA. OF 0.148 IN. (NO. 9 51U. GAGE)- WALL TIES S H AL L BE SPACED 60 AS TO SUPPORT NOT MORE THAN 2 50. FT_ OF (HALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER? WORIZ. WALL TIES SH 14AVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A i4ORIZONTAL JOINT REIFORCEMENT WIRE #4A*vlNG A DIA_ OF 0.148 IN. (NO. 9 13.111_ GAGE) OR EQUIV. THE JOINT REIIFOR -EMENT %HALL BE CONT. WITH BUTT SPLICES BETWEEN TIES PER':I T TIED_ APPRGvEp PAPER SHALL BE APPL IED OvER THE SHEATHING. AIR SPACE OF AT LEAST I' SHALL BE MAINTAINED BETWEEN T14E BACKING AND TOE VENEEP, SP BEDDING AT ALL TIES SHALL BE OF CEMENT MORTAR, *' WITH ;. NICE JAN `' 4 ?000 FLASHING WOOD JOIST SYSTEM GRAUL SPACE • OR BASEMENT WEEP WOLES 2: 0 2M) f O.C. 5' MIN. I 6' OR 8' - SEE 3' MIN. ` - - -3' `'1lN. t • RECEIVED CITY OF TUKMI A - -- NOV 15 0 PERL4 CENTER %^0#E/r- T / 2004 CRANE DESiG r I nc. r Al l > t M lit Nt! f k2p .nom �. ° t � 6 Y 1 1 . v o M to s s � � o� t ttuh g .� M •4 U u 0 �+� a 4; its 1 1 1 0 . 1- 0 � � 0 IL C _? 4fa 1 rt A ' I VM DA7t REV.: Ol t Aga MIN. 1:=16' APA RATED SHE ATHING UN.O. V T 1" ./EK, 3t7>' FELT OR S IM. APPROVE D VAPOR BARRIER OVER. 2xh STUD WALL MOLE PLATE NAILED Ul/ I(od o 8' OC. - 5TACsGERED, PROVIDE BLOCKIN63 4 RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN PLY. 5PLIGE SHOULD 13REAK ON GO+'" IMON MEMBER 8d *9 4' O.G * SOLE PLATE. RIM JOIST 4 TOP PLATE DBL TOP PLATES 2xb STUD WALL 13ATT INSULATION (TYP.) 'IF P[- AN 15 ENGINEERED. ENGINEERING INFO SHALL SUPERCEDE) 5/8' x 10 A.B. 0 36' O.C. W/ 3116' x 2' x 2' W ASHER (BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (4 -3/8 FROM CORNER, AND NOT MORE THAN 12 FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. D.F. MUDSILL 8d * 8' O.C. GRADE 10 4 REBAR CONT. HORIZ. * 10'o '•4 PERT. 4 16'oz 4' BRICK VENEER 'EM :v5 ( MAC VARY - 5EE PLANS) CRANE DESIGN, Inc. Reserves All Legal Rights To Material On Thls Sheet - Subject To Criminal Prosecution GENERAL NOTE6: CRAWL SPACE VENTILATION, MINIMUM NET AREA, 19Q. F ?. FOR EACH 150 SCE. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO G<XsTIER°v AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOIIN) AND SHALL PROVIDE CR088 VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 IS IN SOFFIT AND 1/2 15 3' ABOVE PLATE LINE. 4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. IN ROOM$ NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. b. VENT DRYER, BATH FANS, AND RA -.sES /OVENS TO T HE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN_ 1 HR TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE 1 HR_ (5/8' TYPE 'X' OR EQUAL) 8. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE ! FRONT. t0. EGRESS IN EVERY SL ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5. 1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDT14 DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 11. FIREPLACE CODE COMPLIANCE PER 2003 IBC /IRC AND LOCAL BUILDING DEPT. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHEM THE FIREPLACE OPENING IS 6 50. FT. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 13. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 2001 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH 2003 IBCARC t LOCAL BLDG DEPT_ 15. GsLAZINCs IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SWATTER RESISTANT PLASTIC, OR WIRE REWFORCED GLASS FOR SKYLIGHT. lb. SLIDING GLA,% DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SWATTER RESISTANT PLASTIC. 18. GLAZING WITHIN IS' OF FLOOR OR LESS TO BE SAFETY GLASS. 19. ALL EXTERIOR WALL GLAZING SMALL BE DOUBLE GLAZED 20. ALL EXTERIOR WOOD TO BE TREATED 21. THIS � IS OFFICE A°SUME$ NO RESP 461BILITY A°, TO THE PHYSICAL C#- IARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF T14E EWSINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENCs. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN 14AS TAKEN EVERY EFFORT TO ENSURE TIME ACCURACY OF THE ATTACHED DRAWINGS, WOWIEVER IT 18 THE RESPONSIBILITY OF T14E CONTRACTOR TO CHECK AND VERIFY ALL DII"ENSIONS AND CONDITIONS PRIOR TO CONSTRUCTk:)N_ 22. THE ATTACHED PLANS ARE THE PIaOPERTY C7F CRANE DESIGN, INC. /WY REPIOODtIGTipN OF T14E'3E PLANS WILL VIOLATE COPYRKaHT LAWS. tNE HOLDER OF THESE DRAURNG6 MUST PAY A FEE FOR ?HE USE OF t44E MATERIAL Tf$REM OR BE SUBJECT TO LEGAL ACTION Bl' CRANE DE516N INC. ENERGY NOTES: ENERCsY NOTES PER 4001 WASHRJGTON STATE ENElWCsY FADE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -38 a CEILINGS R -: I s ALL WALLS EXPOSED TO SATED SPACES R - 30 FLOORS OVER I "4EATED SPACES R -10 AT SLAB PER"ETER INSTALLED 140RIZONTALLY 24' UNDER SLAB, WHEN CONCRETE FLOORS ARE WITHIN 12 OF GRADE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHER STRIPPED AT LIMIT AIR LEAKAGE. AN AFIOFbO LED VAPOR BARRIER SHALL. BE PROPERLY WISTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FOP41ED WARE CEILWA ARE APPLIED DIRECTLY TO TwE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS- INSTALL .6 MIL BLACK ASCLAEEN GROR.DND COVER, LAPPED 1' -0' AT JOINTS AND EXTENDED UP TO FOUNDATION WALL ( REQUIRED AT ALL CRAM SPACES) FIREPLACES SHALL BE PROVIDED WITH: A. TiCsWLY FITTR4G FLUE DA11FERS. B_ READIL ACGE8818LE MARIAL OR AUTO CONTROLS_ SWM ERAS SMALL.. HAVE A FLOW C4X4TR0L DEVICE TO Ln"nT FLOW TO A MAX. OF 25 G:FM PER SI~�IOWER HEAD. WATER HEATERS ARE REQUIRED TO OE LABELED AS COMPLYING III/ NAECA 1981 ELECTR11C WATER "EATERS LOCATED IN MATED SPACES SUCH AS CARACsES TO BE INSTALLED ON AN ;h S803LE Ih &LATM • MIR OF 18 ABOVE FLOOR GAS OR ELEC. (R -10 M*L). oCONTIRACTOR NOTE: All Dwawslom Shall Be And Verified Prior + o Comtruct 5TRUCTURAL NOTES: 1. DESIGN LOADS (VERIFY °,,NOU1 LOAD PER AREA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW /TILE 45 P6F 5. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATEGORY D2 UN B Y ENG. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 P5F ASSUMED. SOIL. REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PgF UNDI3TU 13 CWT. (1200 FOR CITY OF !GENT) D. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY C. UNDER FLOOR SLABS COMPACT FILL TO 95% MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL. BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -I/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 4022 IRC B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN. 35' PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINfFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ASTM Abl5 -WITH DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACi -318 B. SPLICES, MERE LOCATED AND APPh�OVED SHALL. BE A MINIMUM OF 12 INCHES (3000 PSI) OR 30 BAR DIAMETER r.. ALL REWOR:CING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM - A185. A. PER 2003 IBCARC B. HEADER$/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. fo_ STRUCTURAL STEEL � rr J ttLL STRI,ICTURAL STEEL SHALL BE A5TM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL 13E ASTM a53, GRADE B OR ASOL, A36 STEEL. ( ALSC_) 1. :STRUCTURAL FRAMINCs A FRAMING TO BE IN COMPLIANCE WITH 2003 IBC /IRC B. PROVIDE NAILING IN ACCORDANCE WITH 2003 IBC/IRC hk2m: STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C_ PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGNG OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E_ USE APPROVED JOIST HAIJGER S WHERE REQUIRED_ F. ROOF TIWSSES: SIX€$ TO ESE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER. INSTALLATION AND 15RIDGIN6s SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND INSTRI,ICTIONS. ALL TfeJ °S E5 DESIGNED MUST BE STAMPED BY LIC. WA_ STATE P.E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 4 TO ADEQUATELY BRACE TRI,ISSES. - ----. �.��� Fo� JAN _ 4 i 8. STUD WALLS A. USE 2x6 WM STUDS AT If&' O.C. (24' O.G. MAX_) PER 2003 IBC W/ 2x4' GONSTRt1CTION, SPACING NOT TO EXCEED 16' OC. W/ TWWE STORY STRUCTURE 2x6' STUDS MST BE USED LOWEST LEVEL W/ SPACINCs NOT TO EXCEED 16' OC. B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILINNG OF 8 - 16d a 48' MR LAPS 0 EACH SIDE OF JOINT W/lbd a 12' O.C. BETWEEN PLATES FOR EXT. 4 INT. LONG WALL (2 4 3 STORY BLDG.) 9. ROOFING: A. APPLY ROOF#hiCs IN ACCORDANCE WITH 2003 IBC /IRC B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. MINIMUM 19/32' TNIfI4VES6 APA RATED TONGUE E GROOVE SHEATHING WITH IOd NAILS e 6' O iC. AT SUPPORTED S EATHING PANEL EDGES AND 10' O_C. AT INTERMEDIATE FRAMWs 1"EMBEAS (SEE AFCA . PLANS AND I OR GENERAL NOTES FOR REQ'S_) � 1 2. USE A51M, AG18 - OR EQUAL CA"DE 40 REBAR LAPPED 30' MiN. AT SPLICES, CORt4ERS s *4TER6ECTfOKS. FQ1k M~AQ 9. ELQQR IRMO 1N1rz GIRDER MAMSES. ETC.: 1. TV TIM MAIAFA n*M &4ALL Plia"DE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE_ STAMP ON DESW.** DURING ERECTION OF TRUSSES. TWE BUHLDER WALL TAKE CARE TO ADEQUATELY BRACE TRUGGES t ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. To Reorcw T ism K81"U642 - 3615 i • I pp 4 -m Ci -7, - Z9 f�lt•� e=f RECEIVED CITY OF T€JKV41 A NOV PERMIT CENTER C.OP1�'RKsHT (�'i 2041 C: f; AIDE aEStGi�1 InC. N r d N ,, 1r - 1 L "A >.r ' > .9 ` "� L �N O ° O CU2 d N L QgO o +*,P 8 .� J 141 a s dgq p 1 ,, L e 0� '�f y v V I a� 111 �► 8 a,�► M � ° o Cos - khf > C 5J " a d r �� 2 4 V m��dd�� >r�muU a OC 0 U . t0 M N 111- 7 .03 o # F 2003 I.B.C. Puw NUMBElt S3 1 1 r CRANE DESIGN, Inc. Rsservee All Legal RIgMe To Material On This Sheet - Subject To Criminal Prosecution F-A,STE NER 6CHEIDULE FOR STRUGl'URAL MEMBERS For 61.1 inch •X5.4 mm I root . 30 ��.► ►, ,.�.�, � ml Is IbM kmm DESCRIPTION OF t IILPW:s ELEMENTS D DER 4 TYPE S SPACING OF O FABTENER "eiie F FASTENERS -- - _ 3 - ad - - _ ___ - __- - -. - -- - -- - 3 -- 2 s _ _ 2' r ubfkxx to joist or bir der, blind and face nail ^ _. t - -- - ^ � �_. _..__ 2 - - face n - -._ . .. 1 :Stud to sole plate, toe nail 3 3 -8d or 2 - 16d _ _---- -_ - _ -- Double studs, face Hall - _i0d _ 24' o�c. Double top plates, face nail - _ 2 - -- 3- 1( 'd_- - 16 '.OZ.____ - - -- -_ _ _ -_ 1 nail in lapped area _ _face n 3-8d - -- -. - - - - Rim Joist to top 1 ate, . - ^ - pp latec laps at corner and intersections, face nail ? -I0d -- -- - - - - -- - - - - -- Built up header, two places with 4" spacer l6d 16' o'c. along each edge Continued header, two pieces .. 16d - 16' oz. along each edge Ceiling Joists to - plate, toe rust! ~M ' 3 __. Co ntinuous header to stud, toe nail ------- -- - - -- 4 - 8d ^ -- -- _ - - -- C on ing J oist, laps over partitions, face nail - - -- _ -` 3 -10d Gelling Joists to parallel rafters, face Hall - i _ -- 3 -10d _ -- Rafter to plate, toenail _ 2 -16d -- - 1' brace to each stud and plate, face nail - 2_8d - - - -- 2 sta lees Pis' - - - 1' x 6' sheathing to each bearing, face naIt 2_9d - _ y 2 staples Pis' i' x 8' sheathing to each bearing, face nail 2 -8d 3 staples P /s' - -- - -- - - --- -- Wider than I' x 8' sheathing to each bearing, face nail 3 - - - - 4 staples Pis ` - -- - -- ftlit -up corner studs MDd 24' oz. Built -up girders and beams, 2 -inch kwbesr !agars lod Na __ 11 each layer as follows: 32' oc. at top and bottom and staggered. Two nails at ends -- - and at each splice 2' plank& _ 2 -16d At each bearing Roof rafters to ridge, vatlsy or hip rafters: toe nail 4 -16d - - - ,ffAce nail 3 -16d - -- ----- __- Rafter ties to rafters, face 3 -ad - a. All nails are smooth - common, box or deformed shanks ex Alt where otherwise stated. Na1ls used for frame and eheethln '1. DRYER MOISTURE EXHAUST DUCT connections shell have minimum average bending gelld sith as shoat: 80 ksl (551 MPa) for shank diameter of 0.19? in SHALL NOT EXCEED A TOTAL OF (20d common nail), W k&I (620 MPa) for shank diameters larger than 0.142 Inch but not larger than 0.111 inch, and 100 k61 COMBINED HORIZONTAL AND VERT- (689 M°a) for shank diameters of 0.142 Inch or less. k ICAL EFFECTIVE LENGTH OF 14' -0 . b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width c. Natis shall be spaced at not more than 6 indes on center at all supports where spans are 48 Inches or greater- 8. MASONRY FIREPLACES SHOULD d. Four -foot- -8 -foot or 4 -foot- -9 -foot p anels shall be a vertca BE PROVIDED UUM TH A TIGHT � � p � l vertical 4 - FITTING FLUE DAMPER AND A es. Spacing of fasteener& not Included in this table shall be based on Table 86013( READILY ACCESSIBLE MANUAL f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shell be used for attaching plywood and CONTROL... AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 48 -1nc h distance from gable end walls, if mean roof height Is OF COMBUSTION AIR SHOULD 15E more than 25 feet, up to 35 feet maximum. PROVIDED WITH A DUCT OF 4 60. g. For regions having basic wind speed of 100 mph or less, nalla for attaching wood structural panel roof sheathing to gable INCHES MINIMUM AREA AND REA-- and wall framing shall be spa 6 Inc Ut hes on center. tsn basic wind speed Is greater than !00 mpl% nails for attachin - - 6 - - - - -& -• - . - • • - -- - -- - - - . - -L_.. , -- - - - - -- .- -- -- - - -- -- - -- - • • -- - .A -• .. - - g -• DILY OPERABLE DAMPER h Gypsum shoat" shall conform to ASTM C 19 and shall See Installed in accordance with GA 253. Fiberboard sheathing she l l conform to either AHA 194.1 or AaTM C 208 9. WATER HEATERS LOCATED IN THE I. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all GARAGE OF UNHEATED FLOOR ARE fl oor perlmet only. act of fast eners on roof sheathing panel edges applies to ra edge=s s uppo rted framing TO BE INSTALLED ON ! members and at all roof pIM perimeters. BI of roof or floor sheathing panel icUlar to tha�aming 831BLE INSULATION members shall not be required except at Inter�on of adJaceent roof planes. Floor a roof perimeter shall be supported bg framing members or Gelid blocking. 10. NOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE ME G E N E R A L : INSULATED WITH MINIMUM R - 3 INSUL. - - WITH A FLAME SPREAD OF 25 OR 50LiD FUEL BURNING APPLIANCES - -• - -- LESS. Solid fuel burning appliances include airtight stoves, fire places stoves room I. PILOTS, BURNER, HEATING ELEMENTS 11. T14E SHOWER SURROUNDS ARE TO hoatere/ fireplaces stoves, factory -built fireplaces, and fireplace inserts. 4 OUTC14ES OF THE FURNACE AND W.W. BE A SMOOTH. HARD AND NON- SHOULD BE A MINIMUM OF 18 ABOVE ABSORISENT SURFACE NOT LESS Unless otherwise adopted by King County, all solid fuel burning appliances THE GARAGE FLOOR. THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. shall comply with 2003 IRC ALSO BE PROTECTED AGAINST ANY HEATW_% B ACK I NG - VEHICULAR GOLL1810h1 ! ?. #,� FOR TUB BOARD OF R ENC- Each dwelling unit shall be provided with heating facilities capable of OSURES SHOULD BE OF A WATER maintaining 1OW at a point 3' above the floor in all habitable rooms 2. EXIT DOOR& $WALL 13E OPERABLE RESISTANT MATERIAL. DO NOT FROM THE INSIDE WITH A NIGHT INSTALL OVER VAPOR BARRIER A. Fuel burning equipment located within the building LIGHT, DEAD BOLT, OR SECURITY O1`1 WALLS OR ON THE CEILING. envelope (constructed under this UU.S��G.) shall obtain CHAIN MOUNTED AT A HEIGHT OF combustion air from outdoors. 48• MAXIMLH A50VE FINISHED 13. AIR DUCTS PASSING tNROUGN NOTE: BUILDING ENVELOPE The elements of a building which FLOOR GARAGE WALLS, FLOOR OR enclose conditioned spaces through which thermal energy mach CEILING ARE TO BE NO. 26 be transferred to or from the exterior. 3. ALL WOOD IN CONTACT WITH GALVANIZED STEEL WITH NO B. Fuel burn equipment located outside the building CONCRETE OR MASONRY SHOULD OPENINGS INTO THE GARAGE. envelopes atoll most the provislons of 2003 IRG C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and Installed to listed specifications. Appliances Intended for installation in closets, alcoves or confinatd spaces shall be so listed. No warm -air fUrnaee she II be Insta in a room used of deslg %ed to be used as a bedroom, bathroom, closet or in any enclosed space with a ca*s only through such room or apace, except direct vent furnaces, encloaexd furnaces and electric heating fLrna ces_ No warm -air furnace shall be installed in a closet or alcove less than 12' wider than the fwnace or furnaces installed with a mtinhwu m clear working space lass than 3' along the sides, back and top of the furnace. Ll"I'lod petroleum, gas - burning appliances shall not be installed In a pit, basement, or similar location where heavier -than -air gas might collect. Appliances so fueled shall not be installed in an above -grads under floor space or basement unless such kxatlon Is provided with an approved means for removal of unburned gas- (Approval must be granted by the Build" Official. Heating and cooling sequlprment located in a garage and which generates a glom, spark or flame capable of igniting flammable vapors shall be Installed with the pilots and burners or heating es and swltdm* at least 18' above the floor level. Fire dampers rood not be Installed in air ducts passing through the wall, floor, or calling separating a residence (Group R, Division 3 occupancy) frrom a garage (Group U, Division i occupancy)prov such ducts within the garage are con - atructsd of steel having a tNckne" not Was, then 0019 Inch (No, 26 Galvanized shoot gauge) and have no openings Into the garage.. Warm -alr Aernace Installations in attics or crawl spaces shall comply with 20183 IRC Every appliance (dryer, range, etc.) dewlcwd to be ventasd shall be connected to a venting sc,Istem. Everg factory built chlainog, Type L vent, Tg2e 8 gas veeit or TVs 1561 gas vent shall be installed in accordance with the terms of its Ilsting, aenufacture's inst- ructions vent corewkatlons shell be installed w100 the sp A or area in which the appliance Is located and shall be connected to a chift" or vent in such a manner as to meaintain this clearance to comhustlbW*_ DUCTU)ORK: A. Duct systems shall be of metal or factory -made air ducts complying with 2003 iRC 5. Joints and seams shell be substantially airtight, (rectangular ducts) (flat, Oval, and round ducts) C. Installation of ducts shall comipkj with 2003 IRC D. Duct insulation shell be installed in accordance with 2003 IRC b •Ct"Y"C10R NOTE: All Di'aV,anstoft Shall Be Arid Verif lard Prior To Construetton. I e 4 To R9orcfer Plans 1(811)64' -3615 ir 14. LANDINGS OUTSIDE TO 13E NO MORE THAN I' BELOW THE THRESHOLD. 15- INTERMEDIATE RAiLS TO BE NO MORE THAN 4' APART. 8. APPROVED HAWsERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR N!P TRUSSES TO THE MAIN GIRDER TRUSS - TRUSS MANWAGTURER TO PRO- V IEE TYPE. 9. NONBEARING WALLS SHOULD 13E HELD DOUG FROM THE TM" TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TIae BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE - $lST NET WiND UPLIFT LOADS. USE SIMPSM `H' ANCHORS OR EQUIVALENT. 11. TRUSSES WILL NOT BE FIELD ALT - ERED WITHOUT PRIOR 15UILDM DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. I&. STAIR HANDRAILS AND HAND GRIPS 13. PROVIDE SCREENED 1;;;"1NCs ARE TO HAVE 11/4' TO 2' CROSS OVER SUPPORTS. SECTIONALS AND RETURN TO WALL- 14. SHADED AREAS = FRAME OVER (CONINU TOUS) WITH 2x6 RAFTED • 24 U.N.O. I 5/8' TYPE 'X' GtUJ 3. UNDER ALL SPANS EXCEEDING I0' -3' FRAME Stair HELLS AND DOUBLE LAMER OVER W/ 2x8' 0 24' OTC. IF STRINGER SPACING IS MORE FOUNDATION THAN 16 oc_ I8. WATER HEATER SHALL BE 1. GALVANIZED METAL. FLASHING SEISMIC ALLY STRAPPED AT A TO BE INSTALLED BETWEEN POINT UT14IN THE Ull FEfR 1/3RD AND C SLAB, AND !MOOD T14E LOWER 1/3RD OF ITS VERTICAL MATERIAL AT EXTERIOR DIMENSION. TIE LOWER STRAP SHALL FkARC44ES AND LANDINGS TO BE NOT LE66 THAN 4 INCHES ABOVE Rol JOIST. T IE CONTROLS. 19. WI NDOW MANIFAG?UF ER TO PRO 2• CO PIER PADS SHOULD VIDE PORT HOLES IN EACH PROJECT AT LEAST 8' A k vE W INDOWI IN EACH HABITABLE ROOM. GROUND UNLESS f'RE88URE TREATED MATERIALS ARE USM. 20. WATER 14EATER PRESSURE RELIEF VALVE TO DRAIN 13Y GRAVITY TO EXTERIOR 21. ALL SAFETY GLAZWS SMALL 13E PERMANENTLY LABELED DESIGNATING THE TYPE AND TNIC*41ESS OF GLASS AND THE SAFETY GLAZINCs STANDARD WITH WHICH IT COMPLIES IROOF: 1. ATTIC VENTILATION AS PER X003 IRC SEE VENTILATION'S CALCULATIONS PIWVIDED. 2. SENT OPEN SHALL BE C01rEFW WITH CORROSION RESISTANT WIRE MESH WiTH OPENMG4 OF 1/4 SQ. 1NCI•I DIMENSION. 3. ROOF VALLEYS TO NAVE 28 GAUGE GALVANIZED FLASHING. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 IRC 5. ASF44ALT °MINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HA TO PROVIDE TiGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A U AS14NGTON STATE STRUCTURAL. ENGINEER CALCULATIONS ARE TO 15E SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. , SECTIONS: I. ALL EA 11491R.ATiON MATER- AILS MCLIAMG FAGUVCs 3UC1I AS VAPOR DAIS OR WEAT4911ED PAPER WOULD HAVE fl.AhE 6PIQEAD /SMOKE DEL£LOPED RATING SF10U!! ON 25/480 OR LESS. NOTE ALL INFORMATION f'ROVIDM ON THIS SHEET !S PER 'tWE 2003 IRC ,, > 4. � 4 T L � . to 4 ` t es d u uo IP 4. o `r � � u� u PU ou �,� M � h4. I t o 's d 1 9 4 6 U 1 o o 1 O tL N vNis 4 � V r� 00. i - VERIFY LOCAL CODES IF CONSTR#,ICT I IN OT14ER THAN WA. STATE. 't RECEIVED l CITY OF TUUKWII,A NOW 1 2005 PtM N1111�_ PERMIT CENTER S3A IGNT C) 2001 CRANE DESIGN. Inc. P i _Aj BE PRESS TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. LIVINCs ROOM CEILING 16 24' ABOVE HALLWAY WHICH LEADS TO SLEEMNG ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE MiGHEST POINT. 5. RECESSED LIGHTING FIXTURES SHOULD BE I.C_ RATED AND ENCLOSURE LINED WITH A 1/2' GJUJ5. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL - OSURE TWROUGH OR ALONG UN- HEATED SPACESIINCLUDING THOSE FROM GARAGE INSTALLATIONS), SHOULD ISE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR , � G o� W.`�'�ly'�',J' a. All nails are smooth - common, box or deformed shanks ex Alt where otherwise stated. Na1ls used for frame and eheethln '1. DRYER MOISTURE EXHAUST DUCT connections shell have minimum average bending gelld sith as shoat: 80 ksl (551 MPa) for shank diameter of 0.19? in SHALL NOT EXCEED A TOTAL OF (20d common nail), W k&I (620 MPa) for shank diameters larger than 0.142 Inch but not larger than 0.111 inch, and 100 k61 COMBINED HORIZONTAL AND VERT- (689 M°a) for shank diameters of 0.142 Inch or less. k ICAL EFFECTIVE LENGTH OF 14' -0 . b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width c. Natis shall be spaced at not more than 6 indes on center at all supports where spans are 48 Inches or greater- 8. MASONRY FIREPLACES SHOULD d. Four -foot- -8 -foot or 4 -foot- -9 -foot p anels shall be a vertca BE PROVIDED UUM TH A TIGHT � � p � l vertical 4 - FITTING FLUE DAMPER AND A es. Spacing of fasteener& not Included in this table shall be based on Table 86013( READILY ACCESSIBLE MANUAL f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shell be used for attaching plywood and CONTROL... AN OUTSIDE SOURCE wood structural panel roof sheathing to framing within minimum 48 -1nc h distance from gable end walls, if mean roof height Is OF COMBUSTION AIR SHOULD 15E more than 25 feet, up to 35 feet maximum. PROVIDED WITH A DUCT OF 4 60. g. For regions having basic wind speed of 100 mph or less, nalla for attaching wood structural panel roof sheathing to gable INCHES MINIMUM AREA AND REA-- and wall framing shall be spa 6 Inc Ut hes on center. tsn basic wind speed Is greater than !00 mpl% nails for attachin - - 6 - - - - -& -• - . - • • - -- - -- - - - . - -L_.. , -- - - - - -- .- -- -- - - -- -- - -- - • • -- - .A -• .. - - g -• DILY OPERABLE DAMPER h Gypsum shoat" shall conform to ASTM C 19 and shall See Installed in accordance with GA 253. Fiberboard sheathing she l l conform to either AHA 194.1 or AaTM C 208 9. WATER HEATERS LOCATED IN THE I. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all GARAGE OF UNHEATED FLOOR ARE fl oor perlmet only. act of fast eners on roof sheathing panel edges applies to ra edge=s s uppo rted framing TO BE INSTALLED ON ! members and at all roof pIM perimeters. BI of roof or floor sheathing panel icUlar to tha�aming 831BLE INSULATION members shall not be required except at Inter�on of adJaceent roof planes. Floor a roof perimeter shall be supported bg framing members or Gelid blocking. 10. NOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE ME G E N E R A L : INSULATED WITH MINIMUM R - 3 INSUL. - - WITH A FLAME SPREAD OF 25 OR 50LiD FUEL BURNING APPLIANCES - -• - -- LESS. Solid fuel burning appliances include airtight stoves, fire places stoves room I. PILOTS, BURNER, HEATING ELEMENTS 11. T14E SHOWER SURROUNDS ARE TO hoatere/ fireplaces stoves, factory -built fireplaces, and fireplace inserts. 4 OUTC14ES OF THE FURNACE AND W.W. BE A SMOOTH. HARD AND NON- SHOULD BE A MINIMUM OF 18 ABOVE ABSORISENT SURFACE NOT LESS Unless otherwise adopted by King County, all solid fuel burning appliances THE GARAGE FLOOR. THESE SHOULD THAN 10' ABOVE THE DRAIN INLET. shall comply with 2003 IRC ALSO BE PROTECTED AGAINST ANY HEATW_% B ACK I NG - VEHICULAR GOLL1810h1 ! ?. #,� FOR TUB BOARD OF R ENC- Each dwelling unit shall be provided with heating facilities capable of OSURES SHOULD BE OF A WATER maintaining 1OW at a point 3' above the floor in all habitable rooms 2. EXIT DOOR& $WALL 13E OPERABLE RESISTANT MATERIAL. DO NOT FROM THE INSIDE WITH A NIGHT INSTALL OVER VAPOR BARRIER A. Fuel burning equipment located within the building LIGHT, DEAD BOLT, OR SECURITY O1`1 WALLS OR ON THE CEILING. envelope (constructed under this UU.S��G.) shall obtain CHAIN MOUNTED AT A HEIGHT OF combustion air from outdoors. 48• MAXIMLH A50VE FINISHED 13. AIR DUCTS PASSING tNROUGN NOTE: BUILDING ENVELOPE The elements of a building which FLOOR GARAGE WALLS, FLOOR OR enclose conditioned spaces through which thermal energy mach CEILING ARE TO BE NO. 26 be transferred to or from the exterior. 3. ALL WOOD IN CONTACT WITH GALVANIZED STEEL WITH NO B. Fuel burn equipment located outside the building CONCRETE OR MASONRY SHOULD OPENINGS INTO THE GARAGE. envelopes atoll most the provislons of 2003 IRG C. Ductwork, location and source of combustion air, refer To 2003 IRC All warm -air furnace shall be listed and labeled by an approved agency and Installed to listed specifications. Appliances Intended for installation in closets, alcoves or confinatd spaces shall be so listed. No warm -air fUrnaee she II be Insta in a room used of deslg %ed to be used as a bedroom, bathroom, closet or in any enclosed space with a ca*s only through such room or apace, except direct vent furnaces, encloaexd furnaces and electric heating fLrna ces_ No warm -air furnace shall be installed in a closet or alcove less than 12' wider than the fwnace or furnaces installed with a mtinhwu m clear working space lass than 3' along the sides, back and top of the furnace. Ll"I'lod petroleum, gas - burning appliances shall not be installed In a pit, basement, or similar location where heavier -than -air gas might collect. Appliances so fueled shall not be installed in an above -grads under floor space or basement unless such kxatlon Is provided with an approved means for removal of unburned gas- (Approval must be granted by the Build" Official. Heating and cooling sequlprment located in a garage and which generates a glom, spark or flame capable of igniting flammable vapors shall be Installed with the pilots and burners or heating es and swltdm* at least 18' above the floor level. Fire dampers rood not be Installed in air ducts passing through the wall, floor, or calling separating a residence (Group R, Division 3 occupancy) frrom a garage (Group U, Division i occupancy)prov such ducts within the garage are con - atructsd of steel having a tNckne" not Was, then 0019 Inch (No, 26 Galvanized shoot gauge) and have no openings Into the garage.. Warm -alr Aernace Installations in attics or crawl spaces shall comply with 20183 IRC Every appliance (dryer, range, etc.) dewlcwd to be ventasd shall be connected to a venting sc,Istem. Everg factory built chlainog, Type L vent, Tg2e 8 gas veeit or TVs 1561 gas vent shall be installed in accordance with the terms of its Ilsting, aenufacture's inst- ructions vent corewkatlons shell be installed w100 the sp A or area in which the appliance Is located and shall be connected to a chift" or vent in such a manner as to meaintain this clearance to comhustlbW*_ DUCTU)ORK: A. Duct systems shall be of metal or factory -made air ducts complying with 2003 iRC 5. Joints and seams shell be substantially airtight, (rectangular ducts) (flat, Oval, and round ducts) C. Installation of ducts shall comipkj with 2003 IRC D. Duct insulation shell be installed in accordance with 2003 IRC b •Ct"Y"C10R NOTE: All Di'aV,anstoft Shall Be Arid Verif lard Prior To Construetton. I e 4 To R9orcfer Plans 1(811)64' -3615 ir 14. LANDINGS OUTSIDE TO 13E NO MORE THAN I' BELOW THE THRESHOLD. 15- INTERMEDIATE RAiLS TO BE NO MORE THAN 4' APART. 8. APPROVED HAWsERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR N!P TRUSSES TO THE MAIN GIRDER TRUSS - TRUSS MANWAGTURER TO PRO- V IEE TYPE. 9. NONBEARING WALLS SHOULD 13E HELD DOUG FROM THE TM" TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TIae BOTTOM CHORD WILL NOT BEAR ON NONBEARING WALL. 10. ROOF TO BE ANCHORED TO RE - $lST NET WiND UPLIFT LOADS. USE SIMPSM `H' ANCHORS OR EQUIVALENT. 11. TRUSSES WILL NOT BE FIELD ALT - ERED WITHOUT PRIOR 15UILDM DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. I&. STAIR HANDRAILS AND HAND GRIPS 13. PROVIDE SCREENED 1;;;"1NCs ARE TO HAVE 11/4' TO 2' CROSS OVER SUPPORTS. SECTIONALS AND RETURN TO WALL- 14. SHADED AREAS = FRAME OVER (CONINU TOUS) WITH 2x6 RAFTED • 24 U.N.O. I 5/8' TYPE 'X' GtUJ 3. UNDER ALL SPANS EXCEEDING I0' -3' FRAME Stair HELLS AND DOUBLE LAMER OVER W/ 2x8' 0 24' OTC. IF STRINGER SPACING IS MORE FOUNDATION THAN 16 oc_ I8. WATER HEATER SHALL BE 1. GALVANIZED METAL. FLASHING SEISMIC ALLY STRAPPED AT A TO BE INSTALLED BETWEEN POINT UT14IN THE Ull FEfR 1/3RD AND C SLAB, AND !MOOD T14E LOWER 1/3RD OF ITS VERTICAL MATERIAL AT EXTERIOR DIMENSION. TIE LOWER STRAP SHALL FkARC44ES AND LANDINGS TO BE NOT LE66 THAN 4 INCHES ABOVE Rol JOIST. T IE CONTROLS. 19. WI NDOW MANIFAG?UF ER TO PRO 2• CO PIER PADS SHOULD VIDE PORT HOLES IN EACH PROJECT AT LEAST 8' A k vE W INDOWI IN EACH HABITABLE ROOM. GROUND UNLESS f'RE88URE TREATED MATERIALS ARE USM. 20. WATER 14EATER PRESSURE RELIEF VALVE TO DRAIN 13Y GRAVITY TO EXTERIOR 21. ALL SAFETY GLAZWS SMALL 13E PERMANENTLY LABELED DESIGNATING THE TYPE AND TNIC*41ESS OF GLASS AND THE SAFETY GLAZINCs STANDARD WITH WHICH IT COMPLIES IROOF: 1. ATTIC VENTILATION AS PER X003 IRC SEE VENTILATION'S CALCULATIONS PIWVIDED. 2. SENT OPEN SHALL BE C01rEFW WITH CORROSION RESISTANT WIRE MESH WiTH OPENMG4 OF 1/4 SQ. 1NCI•I DIMENSION. 3. ROOF VALLEYS TO NAVE 28 GAUGE GALVANIZED FLASHING. 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 IRC 5. ASF44ALT °MINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS DR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HA TO PROVIDE TiGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A U AS14NGTON STATE STRUCTURAL. ENGINEER CALCULATIONS ARE TO 15E SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. , SECTIONS: I. ALL EA 11491R.ATiON MATER- AILS MCLIAMG FAGUVCs 3UC1I AS VAPOR DAIS OR WEAT4911ED PAPER WOULD HAVE fl.AhE 6PIQEAD /SMOKE DEL£LOPED RATING SF10U!! ON 25/480 OR LESS. NOTE ALL INFORMATION f'ROVIDM ON THIS SHEET !S PER 'tWE 2003 IRC ,, > 4. � 4 T L � . to 4 ` t es d u uo IP 4. o `r � � u� u PU ou �,� M � h4. I t o 's d 1 9 4 6 U 1 o o 1 O tL N vNis 4 � V r� 00. i - VERIFY LOCAL CODES IF CONSTR#,ICT I IN OT14ER THAN WA. STATE. 't RECEIVED l CITY OF TUUKWII,A NOW 1 2005 PtM N1111�_ PERMIT CENTER S3A IGNT C) 2001 CRANE DESIGN. Inc. P i _Aj BE PRESS TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. 4. LIVINCs ROOM CEILING 16 24' ABOVE HALLWAY WHICH LEADS TO SLEEMNG ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE MiGHEST POINT. 5. RECESSED LIGHTING FIXTURES SHOULD BE I.C_ RATED AND ENCLOSURE LINED WITH A 1/2' GJUJ5. TAPE AND FINISH. 6. ALL DUCTS, PLENUMS, AND ENCL - OSURE TWROUGH OR ALONG UN- HEATED SPACESIINCLUDING THOSE FROM GARAGE INSTALLATIONS), SHOULD ISE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR , � G o� W.`�'�ly'�',J'