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Permit D04-077 - DEUTSCH RESIDENCE - POLE BARN
DEUTSCH RESIDENCE 11125 49 AV S D04 -077 • • • • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0780000255 Permit Number: D04-077 Address: 11129 49"S TUKW Issue Date: 04/05/2004 Suite No: Permit Expires On: 10/02/2004 ■ Gil R Name: DEUTSCH RESIDENCE - POLE BARN Address: 11125 49 AV S, TUKWILA WA Owner: Name: FIEBKE CHARLES W Address: 26440 200TH AVE SE, KENT WA Phone: Contact Person: Name: PAULA DEUTSCH Phone: 206 553 -1100 Address: 11125 49 AV S, TUKWILA WA i Contractor: Name: E ERICKSON CONTRACTING Phone: (206)246 -9910 i Address: 16040 51ST AVE S, TUKWILA, WA Contractor License No: EERICC *0990Z Expiration Date: 08/14/2005 DESCRIPTION OF WORK: CONSTRUCT NEW POLE BARN WITH CONCRETE FLOOR. NO GUTTERS - GRAVEL TRENCHES AT DRIP LINE. Value of Construction: $ $36,450.00 Fees Collected: $850.04 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: i Occupancy per UBC: 17 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Water Meter: N Public: N Z �w D J U. 0 ND W= J DU_ W UQ U� = �w z ZO w w U� O -_ off wW �0 w Z U GO ' 1= _ O� Z f face Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 67e Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons ion or the performance of work. I am authorized to sign and obtain this development permit. Signature: �� Date: J Print Name: A/� 14 S�/Am This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -077 Printed: 04 -05 -2004 Z z �W 6 U O UO J H S2 LL W O. J LL Q Cj) m = �W z F- f- O Z F-- W UJ � p, U CO WW H C-). LL O: .• Z W co O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0780000255 Permit Number: D04-077 Address: 11129 49 AV S TUKW Status: ISSUED Suite No: Applied Date: 03/03/2004 Tenant: DEUTSCH RESIDENCE - POLE BARN Issue Date: 04/05/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: All wood to remain in placed concrete shall be treated wood. 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature ` ' Date: - 2 /415 — /"� Print Name: doc: Conditions D04 -077 Printed: 04 -05 -2004 z ~ w iY 2 UO ND C0 W J = t- N LL WO �Q N T O �w z F- O w �5 U� O N o f-- wW -O w z CO) O F- z J('WRA. CITY OF TUKWILA, Community Development . ,apartment = o Public Works Department Permit Center ' 90s 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4 , d Building P em , o Mechanical Permit No Public Works 0e6n .No. i t f r Protect No: < 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 : King Co Assessor's Tax No.: C 7ROO© Site Address: / / / Z !�!,la 171 A uE S - Suite Number: Floor: Tenant game: New Tenant: .... Yes []..No Property Owners Name: P,�u LA �E c1T:!SC. Wi Mailing Address: Aye S. `rI Kw ► LA City State Zip �— CONTACT PERSON Name: PA . , l—A 1= c t, s c, t 1 Mailing Address: E -Mail Address: Day Telephone: Z 0 6, Z; 5 3 -- / 10 0 City State Zip Fax Number: ,GENERAL CONTRACTOR INFORMATION ; Company Name: r= 2 sT12,.a T ,.t G Mailing Address: o l 5_ T A V E S o City apace Zip Contact Person: [ [ p , / eml Q j S -n/ Day Telephone: q2-S S Z,. S l E -Mail Address: Fax Number: Contractor Registration Number: — Expiration Date: * *An original or notarized copy of current Washingt State Contractor License must be presented at the time of permit issuance ** ARCHITECT.OYRECORD = Ali plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: Zip ENGINEER.OF RECORD —'.All plans must be wet stamped by Engineer. of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip \applications \permit application (3•:003) 3/:003 Page ) f YC{GiM4{!.*VC j i , Z Z Lu QQD JU UO to 0 W = H C0 LL WO LLQ rn 0 = W Z �_O Z t- W W U ON o t- WW HF- -O w Z U= O F ' Z BUILDING PERMIT:INFORMAT,ION 206 431 3670 Valuation of Project (contractor's bid price): Existing Building Valuation: $ Scope of Work (please provide detailed information) o i� i,,. p , ie. Ja _ A r1 ,.J Will there be new rack storage? ❑ ..Yes .. No If "yes ", see Handout No. for requirements. Provide All Building. Areas`in Square Footage Below Addition to Type of. Type of Interior Existing Construction u anc per C Occ p y Existing Remodel Structure.' New per UBC UBC 7,r, ioor 2" Floor T Floor Floors thru Basement Accessory Structure* / Attached Garage Detached Garage r�uac ivu �,41 Put t 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): /f S • Floor area of principal dwelling: d6 Floor area for accessory dwelling: D Sc *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes O ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. \applications\petmit application (7 -2003) 312003 Page 2 r. I " I ZZ W w� U C l) o co W J � 0U. WO g 9_J CO) LL 2 �W Z 3: F O W U� UJ ON �H Ww LL O W Z U= O Z PUBLIC WORKS PERMIT INFORMATION •206433 =0179 >t ' � ` t . • i y , h r �$ S it � � . � �r Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 I Please refer. 6-Public Works Bulletin #1 fdr fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided CC� Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnica) Report ❑...Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ... Total Fill } cubic yards ❑ .. Storm Drainage ❑..'Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water " ❑ ... Permanent Water Meter Size... It WO# ❑ ... Temporary Water Meter Size,, l " WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer [ Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci state zap Water Meter Refund/Billing: Name: Mailing Address: City state Zip Vppliationstpermit application (3.2003) 112003 Page 3 Day Telephone: Z ~ W !Y � UQ Cl) CO W J = NU. WO g LLQ Cl) 2 W Z H 1-0 Z 1— W W U a ON o� WW 2 H� O .Z W CO) ~O I✓ Z MECIANICAI'PERMIT INFOF ATION - 206 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: W oN Mailing Address: i Contact Person: E -Mail Address: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): City Day Telephone: Fax Number: Use: Residential: Commercial: Fuel Type Electric.. New .. ❑ New .... ❑ ❑ Gas .. ❑ Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty :Boiler /Compressor: Qty, Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> I OOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINC Signature: Date: 0 Print Name: ) L- 2 5 -`y, �. ,DES / T.�C ff Day Telephone: �D 6 Mailing Address: / / /.=w'!5' 0 A /�«2 S ���� �• �� i r J�3 . �f /� ' city State Zip Date Application Accepted: 1 Date Application Expires: Staff Initials: 3 -S -o 3 -o y lappliations%permit application (3.2003) 3/2003 Page 4 Z '~ W tY � �U cU 0 Cl) o W = F— CO LL WO 9� LL Q rn = a F W Z F- ZO W W U ON 0 E- W H� LL O --Z W L) O Z � w f r,os Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0780000255 Address: 11129 49 AV S TUKW Suite No: Applicant: DEUTSCH RESIDENCE - POLE BARN Permit Number D04 -077 Status: APPROVED Applied Date: 03/03/2004 Issue Date: Receipt No.: R04 -00396 Initials: SKS User ID: 1165 Payment Amount: 516.95 Payment Date: 04/05/2004 11:06 AM Balance: $0.00 Payee: PAULA DEUTSCH TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- ------------------- - - - - - - -- ------ - - - - -- Payment Check 136 516.95 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 512.45 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 516.95 i r 04.1/06 9 /.16 ) ! AL. doc: Receipt Printed: 04 -05 -2004 z ;3: z W t �. JU U O CO J = iE- W U- W O L L C0 d = W' Z X 1-0 z F- W5 U� ON 0 H WW H� LL O .. Z' U 2. O Z �.. , Cit of Tukwila teas 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0780000255 Address: 11129 49 AV S TUKW Suite No: Applicant: DEUTSCH RESIDENCE - POLE BARN Permit Number: Status: Applied Date: Issue Date: D04-077 PENDING 03/03/2004 Receipt No.: R04 -00250 Payment Amount: 333.09 Initials: SKS Payment Date: 03/03/200410:25 AM User ID: 1165 Balance: $516.95 Payee: ELDON ERICKSON DBA TRANSACTION LIST: Type Method Description Amount Payment Check 6556 333.09 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- PLAN CHECK - RES 000/345.830 ------ - - - - -- 333.09 Total: 333.09 0' 9 TOTAL 333.09 doc: Receipt Printed: 03 -03 -2004 z W . 00 W0 co W J � CO) LL w LL ¢ = W zX �O z i- w �o U . O CO . 0 E- W W H LL O .. z W U= O H'. z INSPECTION RECORD (0 Retain a copy with permit 77 INSPECTION NO. PE IT - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6 1-3670 PNecj. &OK Ty e of Inspec ri V� M'dress: Date Called: 1 -7 Special Instructions: Date Wanted: M. Requester F PhQnj2-No: � 7- Approved per applicable codes. Corrections required prior to approval. k Inspector: Date: F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: I Date: I Z JU 00 Cl) a C0 LLJ LLJ S2 U. WO —j LL co a LL1 z 0 Z I-- LLI LLj C0 0 13 LU LU C. ) 0 Z L) C0 0 Z J INSPECTION RECORD S Retain a copy with permit I+ G INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )4 1 -3670 Project Type of Inspection : . Address: Date Called: Special Instructions: Date Wanted: a.m. . �� p.m. �. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F Inspector. Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Y Z ;~ Z �W 0 CO 0 w� Ln LL WO 9� LL Q N� �W ' Z F— O Z F– W �5 O— co 0 F— W W . H FU— W Z Ill U= O Z S INSPECTION RECORD U - y Retain a copy with permit INSPECTION NO. PER 1 O. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Project: -� U -\ 1 a Type of Inspection: -ev ' SA ; Address: I i L Date Called: - Special strUctions: Date Wanted: a.m. P .M. Requester: Phone No: i Approved per applicable codes. Corrections required prior to approval. COMMENTS: -4 i Inspector: �- Date: e�} C� F1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bE paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Receipt No.: 7 e: Z .3: Z �W JU 0 N co Uj W_ LO LL WO J LL � = W Z� F— O W ~ W U� .O Co OH ,W W S LL 111 U= ~O F- Z r ( INSPECTION RECORD Retain a copy with permit 7 } INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION �. ( 6300 Southcenter Blvd l 00, jukwila, WA 98188 (206)431 -3670 'ect: 1 Au ype of Inspec�ion:� A rIs te Called: a Special Instructions: Date Wanted: I 0 p• Requester: Phone No: S K Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: Ir •cg to^ 5 r L St Inspecto . Date: G ! I & - oL� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '~ W 0 to W J S2 LL WO U. to = O W. Z = H F- O Z 1— �5 U� O N o ff W W HF- LL Z W U= O F• Z INSPECTION RECORD r � Retain a copy with permit I b 0`�� INSPECTION NO. PER I ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4: i r,•': 4� -3670 P ect: Type of Inspection: Add re s: • Date Called: )„ z Sp ecial Instru tions: Date Wanted: a.m. 0 m. V S r' Requester: � � do Phon No: a�- Mesa -� ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: n , Y161 ' V S r' V 1 T6 11 , \0 0CIC P, 5lA-C -P C 1 G • � d 0 cC r Inspector: A—� Date: Receipt No.: Date: F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z Z' '~ W U UO Cl) TW W� LL Q CO =d F. W Z H H O z F-' W �5 U� O N o I- W tll z U N O ~: z ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type of Inspection: Address: � G� s , , Date Called; _ O / pecial Instructions: Date Wanted: a.m. -, o y . Reque Phon r 4 C ) No: 6 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: r 1 1&0 - 1 inspector: Date: 5 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i I Z W. if' Z _3 U UQ W = S2 LL ul 0 LL � = W Z ZO W uJ U� o I-- W W HP LL Z LL! U= O Z 'lN3Wf1000 3H1 JO Ainvft 3H1013la 911130I10N SIHI NVH , NV310 S931 SI 3WAld SIHI NI 1N311Vl000 3H1 3I :30I10N r"P P�a t.0I� ic'7 br Y fo ∎'-' 'mac gaY8 6W.4L PLAN FiLviani ELLS, SEPARATE PERMIT REQUIRED FOR: OPEN OPEN OPEN ❑ MECHANICAL (ELECTRICAL El PLUMBING ❑ GAS PIPING C''fY OF TUKWILA N 4c 50' -0" REAR EAVE VIEW ILDING D1)!ISIO �12" OVERHANGS TYP OPEN OPEN OPEN 3040 W FILE COPY t -J FRuNT EAVE VIEW I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date -0 Permit No. ©�1WCE ENGINEERING OF I -• r• , INC. 19 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. 0 lV 6080 GLASS PATIO SLD 30' -0" LEFT GABLE VIEW RECEIED CITY OF TUKWII A t v PERMIT CENTER I EXPIRES: 12/04/ er 1 6080 GLASS PATIO SLD RIGHT GABLE VIEW ELEVATION VIEWS j ENGINEER www.polebuildingengineering.com I 730 Hawthorne Ave. NE • Salem, Oregon 97301 (50) 589 -1727 OWNER / BUILDING LOCATION F PAULA DEUTSCH 11125 49TH AVE S TUKWILA, WA 98179 CLIENT 1 E. ERICKSON CONTRACTING 16040 51ST AVE S TUKWILA, WA 98188 DATE: 09 FEB 04 DRAWN BY: TM PLOT DWG. N NO.: REV. PFB -0 of 07 120164 ‘m.077 .1N311f13O0 3H1 3O A .LI1dflO 3H1 Ol 3na 91 II 30I1ON SIHl NVHl 2IV313 993191 3WW:IA 91H1 NI 1N3WfOOa 3H1 Al :30110N 6X6 P.T. #2 11 EMBED PER DETAILS ON TYP (4) PLCS THIS GAB -F POST PFB -03 LE WALL -\ 10. -0" 10' -0" 10. -0" 10. -0" 10' -0" OPEN OPEN OPEN f ,z, I - 6X6 P.T. #2 H -F POST EMBED PER DETAILS ON PFB -03 TYP (2) PLCS o O 6080 GLASS PATIO SLD 141 SINGLE TRUSS cn DOUBLE TRUSS 0, 0) CO 0 o 6080 GLASS PATIO SLD DOUBLE TRUSS DOUBLE TRUSS SINGLE TRUSS o I 0 3040 W OPEN OPEN \ OPEN Ej 6X8 P.T. #2 H EMBED PER DE TYP (2) PLCS GENERAL NOTES 1. ALL POSTS TO BE 6X #2 H -F AND ORIENTATED AS SHOWN UNLESS NOTED. 2. ALL POSTS IN CONTACT WITH GROUND SHALL BE PRESSURE TREATED HEM -FIR TO 0.60 pcf RETENTION CCA. 3. PERSONNEL DOOR(S) AND WINDOW(S) SHOWN MAY BE LOCATED BY THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY LOCATED ON THIS DRAWING. 4. DOOR POSTS MAY BE SIZED, LOCATED AND EMBEDDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. -5. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. 6. ON THE INTERIOR WALL NOTED, INSTALL GIRTS PER DETAILS ON THE SECTION VIEW DRAWING. INSTALL 29 GA METAL OVER THE GIRTS & TRUSS OR RAFTER PER THE STANDARD SCREW SCHEDULE ON THE STANDARD DETAILS DRAWING. 6X6 P.T. #2 H -F POST EMBED PER DETAILS ON PFB -03 TYP (4) PLCS THIS DIVIDE WALL EXPIRES: 12 /O4k0,S- l w a 0 W a- 0 w d O 6X6 P.T. #2 H -F POST EMBED PER DETAILS ON PFB -04 TYP (4) PLCS EA GABLE WALL i, .� CM of jki'tsriia\ Vig 3 ��; 1j1 1) -F POST TAILS ON PFB -04 AT EA ROOF ONLY EAVE WALL NOTE ORIENTATION RECEIVED • CITY OF TL I JnI A f 1f\R 8 3 2004 PERMIT CENTER PLAN VIEW ALLIAE ENGINEER I www.polebuildingengineering.com 730 Hawthorne Ave. NE • Salem, Oregon 97301 (503) 589 -1727 CLIENT E. ERICKSON CONTRACTING 16040 51ST AVE S TUKWILA, WA 98188 OWNER BUILDING LOCATION PAULA DEUTSCH 11125 49TH AVE S TUKWILA, WA 98179 ©ALLIANCE ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DATE: 09 FEB 04 DRAWN BY: TM IPLOT O. 129 DWG. NO.: PFB -01 of 07 JOB NO.: 120164 REV.^ 0 "1N31411100a 3H1 JO AJJ1dfO 3H1013(la SI 11 30110N SIHI NYH.21V310 SS31 SI 3VW dd SIHI NI 1N3Wf1000 3H131 :30110N NAIL TOP GIRT TO POST W/ (4) (MIN) 16d OR 20d NAILS (6) 16d OR 20d NAILS (4) (MIN) 16d OR 20d NAILS (3) 5/8 "0 A -307 BOLTS Wf FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO MATCH POST WIDTH (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK SIZE) DETAIL 1 INSTALL (3) 20d NAILS 2" DEEP IN EA POST FACE 0 MID —SLAB DEPTH FOR POST CONSTRAINT PERIMETER POST DETAIL 2 BUILDING DATA: WIDTH: 30' -0" LENGTH: 50' -0" EAVE HT: 12' -0' ROOF SLOPE: 3 IN 12 TRUSS SPACING: 10' -0" BUILDING CODE: WIND LOAD: 80 MPH EXPOSURE B SNOW LOAD: 25 PSF DEAD LOAD: 5 PSF SOIL BEARING: 1.5 KSF (TYPE SW,SP,SM,SC,GM,GC) SEISMIC ZONE: 3 UBC: 1997 J BOTTOM GIRT —2X6 #2 D —F PURLINS ® 24" (MAX) O.C. NAIL. TO BLOCKS W/ (3) 16d OR (2) 20d NAILS NAIL 2X6 BLOCKS TO TRUSSES W/ (2) 16d OR 20d NAILS EA SIDE O N SEE DETAIL 1 PRE — ENGINEERED TRUSSES BY OTHERS POST 29 GA METAL SHEATHING TYP ROOF & WALLS 2X6 #2 H —F GIRTS 0 24" (MAX) O.C. NAIL TO POST W/ (3) 16d OR (2) 20d NAILS EA END P.T. BOTTOM GIRT NAIL TO POST W/ (6) 16d OR 20d NAILS EA END SEE DETAIL 2 CITY F OF I A s Iii, R 0 v r;'fj PERMIT CENTER 4" (MIN) CONCRETE FLOOR GRANULAR BACKFILL, FULL DEPTH (SEE CONSTRUCTION NOTES) 24'0 X 6" THICK CONCRETE FOOTING GENERAL NOTES 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE AT 24" Q.C. BY THE CONTRACTOR WITH 2X BLOCKING BETWEEN MEMBERS OR WITH SIMPSON LU26 HANGERS (OR EQUAL). IF 2X BLOCKING IS USED THEN NAIL BLOCKING TO POST WITH (6) 20d OR (6) 16d NAILS (MIN.). NAIL GIRTS TO BLOCKING WITH (2) 20d OR (3) 16d NAILS AT EACH END. 2. PURUNS MAY BE INSTALLED WITH SIMPSON LU26 HANGERS (OR EQUAL), OVER— LAPPED, OR BUTTED ON THE TRUSSES AS REQUIRED BY THE CONTRACTOR. I EXPIRES: 12/04/ I SECTION A LLJANCE.EN9LNEERTN www.polebuldingengineering.com 730 Hawthorne Ave. NE • Salem, Oregon 97301 (503) 589 -1727 CLIENT OWNER / BUILDING LOCAT1 E. ERICKSON CONTRACTING PAULA DEUTSCH 16040 51ST AVE S 11125 49TH AVE S TUKWILA, WA 98188 TUKWILA, WA 98179 ©ALLIANCE ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOW. DATE 09 FEB 04 DRAWN BY: 111 [PLOT dt 77 DWG. NO.: 140E1 NO.: PFB -03 of 071 120164 REV.^ '1NaWf100a 3H1 AO JlllldflO 3H1013la 911130110N SIHI NHHJ,. 234310 SS31 SI 3VW L SIHI NI 1N31411100a 3H1 AI :30110N NAIL TOP GIRT TO POST W/ (4) (MIN) 16d OR 20d NAILS 2X UPUFT CORBEL BLOCK W/ (1) 5/8 "0 A -307 BOLT AND (4) 16d OR 20d NAILS (6) 16d OR 20d NAILS (4) (MIN) 16d OR 20d NAILS (3) 5/8 "0 A -307 BOLTS W/ FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO MATCH POST WIDTH (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK SIZE) DETAIL 1 INSTALL (3) 20d NAILS 2" DEEP IN EA POST FACE 0 MID —SLAB DEPTH FOR POST CONSTRAINT PERIMETER POST DETAIL 2 (BUILDING DATA: WIDTH: 30' -0" LENGTH: 50' -0" EAVE HT: 12' -0" ROOF SLOPE: 3 IN 12 TRUSS SPACING: 10' -0' BUILDING CODE: WIND LOAD: 80 MPH EXPOSURE B SNOW LOAD: 25 PSF ' DEAD LOAD: 5 PSF SOIL BEARING: 1.5 KSF (TYPE SW,SP,SM,SC,GM,GC) SEISMIC ZONE: 3 UBC: 1997 BOTTOM GIRT 2X6 #2 D —F PURLINS ® 24" (MAX) O.C. NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS NAIL 2X6 BLOCKS TO TRUSSES W/ (2) 16d OR 20d NAILS EA SIDE 7 Q SEE DETAIL 1 POST 4" (MIN) CONCRETE FLOOR PRE — ENGINEERED TRUSSES BY OTHERS CONCRETE BACKFILL, FULL DEPTH • :N (SEE CONSTRUCTION NOTES) GENERAL NOTES 1. PURLINS MAY BE INSTALLED WITH SIMPSON LU26 HANGERS (OR EQUAL), OVER— LAPPED, OR BUTTED ON THE TRUSSES AS REQUIRED BY THE CONTRACTOR. INSTALL (10) 20d NAILS 2" DEEP INTO (2) OPP FACES 24'0 X 6" THICK CONCRETE FOOTING [ EXPIRES: I2/04/c15— SEE DETAIL 2 CI1`! ra 1'301 WROV Vtgi 3 2µt • TYOFTIVKWI(A c;—?ji 0 • 2Gu;,f PERMIT CENTER SECTION B LANCE ENG[NEEj� I www.polebuildingengineering.com 730 Hawthorne Ave. NE • Salem, CLIENT E. ERICKSON CONTRACTING 16040 51ST AVE S TUKWILA, WA 98188 Oregon 97301 (503) 589 -1727 OWNER / BUILDING LOCATION' PAULA DEUTSCH 11125 49TH AVE S TUKWILA, WA 98179 ©ALLIANCE ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DATE: 09 FEB 04 DRAWN BY: TM ,PLOT a: 77 DWG. NO.: PFB -04 of 07 JOB NO.: 120164 REV. n d EXPIRES: 12 /O4 /a1— 1 '1N3Wnooa 3H1 AO AltlVfO 3H1 ma Sul 30110N SIHI NVI-1.1r NV310 9931 SI 3V1V A SIH1 NI 1N3W11ooa 3H1 AI = 3011ON • 1\. TRUSS HEEL (6) 16d OR 20d NAILS • 2X BLOCKING BETWEEN GIRTS • W/ (10) 16d OR 20d NAILS IN EACH BLOCK PLACE NAILS AT 1 -1/4" (MIN) FROM BLOCK EDGE & AT 2 -1/2" (MIN) O.C. TRIM BLOCK FOR TIGHT FIT TYP (2) PLCS ON EACH GABLE WALL CORNER POST UNDER EACH TRUSS HEEL GIRT POST NOTE IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT DUE TO SIZE OF BLOCKING, AN EXTRA BLOCK MAY BE ADDED TO ACCOMODATE THE REMAINDER OF THE NAILS NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. GABLE TRUSS N.T.S. t, 4Ri�t� P ot TRUSS HEEL (6) 16d OR 20d NAILS 2X CORBEL BLOCK BY 30" (MIN) LONG W/ (20) 16d OR 20d NAILS PLACE NAILS AT 1 -1/4" (MIN) FROM BLOCK EDGE & AT 2 -1/2" (MIN) O.C. TYP ON EACH CORNER POST UNDER EACH TRUSS HEEL POST NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. GABLE TRUSS N.T.S. CITIECEIVED 3 20,74 PER1N,T CEM.ER FRAMING DETAILS 4LLJANCE N G N EE� www.polebuildingengineeE [nng.com 730 Hawthorne Ave. NE • Salem, Oregon 97301 (503) 589 -1727 CLIENT E. ERICKSON CONTRACTING 16040 51ST AVE S TUKWILA, WA 98188 OWNER / BUILDING LOCATION I PAULA DEUTSCH 11125 49TH AVE S TUKWILA, WA 98179 ©ALLIANCE ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DATE: 09 FE8 04 DRAWN BY: TM 1PLOT a 16 DWG. NO.: PFB -05 of 07 JOB NO.: 120164 REV.^ 0 '1N31611100a 3H1 JO A1111bfO 3H1 Ol 3la SI 11 30110N SIHI NVH.1 NV310 SS31 SI 3WVIId SIH1 NI 1N3v Inooa 3H13I :3011ON ` TRUSS OR RAFTER HEEL q. CORBEL BLOCK & POST 2 "J CORBEL BLOCK FREE OF SPLITS. CHECKS, AND SHAKES. BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT A -307 BOLT W/ NUT AND FLAT WASHERS EA SIDE POST NOTE: THIS DETAIL IS FOR BOLT LOCATION SECTION VIEW FOR ACTUAL BOLT SIZE PROVIDE PROTECTIVE COVERING OR COATING TRUSS HEELS AND RAFTER HEELS DIRECTLY CORBEL Mai TRUSS OR RAFTER HEEL Na'i/ CORBEL BLOCK FREE OF SPUTS, CHECKS, AND SHAKES. 1 Z + Y TUr.I!1,,f�• 1 v i!- LA, AI'i�R(� s,��Eu 3 1 �'� t BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT = ^� z w v a z v A -307 BOLTS W/ NUT AND FLAT WASHERS EA SIDE �% v (STAGGERED AS SHOWN) `I AND AND QUANTITY FOR EXPOSED _z r;� AS is I LIU lid CORBEL ALL BLOCK v BOLDING. DI'J ION BLOCK SIZING ONLY. SEE REQUIRED. CONTRACTOR TO CORBEL BLOCKS, BOLTS, TO THE ELEMENTS. RECEIVED `:ITS' OF POST 11111 NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY. SEE SECTION FOR ACTUAL BOLT SIZE AND QUANTITY REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING OR COATING FOR ALL CORBEL RAFTER VIEW -.- CORBEL BLOCK TI ;KWII A FOR (1) BOLT 0 BLOCKS, BOLTS. TRUSS HEELS AND HEELS DIRECTLY EXPOSED TO THE ELEMENTS. FOR (2) OR MORE BOLTS • #14 x 7/8' STITCH SCREWS 0 24° PANEL OVERLAP #9 X 1 -1/2° O.C. MID SPAN. / SCREWS 19 X 1 -1/2" SCREWS 1/2" (MIN) T . �� 9" I I r''- 0 2004 y-- 29 GA METAL SHEATHING PERMIT CENTER I e, r.1 . -I (MAX) -1 EDGE DISTANCE 2X (MIN) FRAMING MEMBER-, 19 X 1° LONG SCREWS 0 9° O.C. (MAX) NOTE: NO STITCH SCREWS REQUIRED FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1° AT 9° O.C. ADJACENT TO EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2' (MIN.) FROM PANEL EDGES. INCREASE LENGTH OF : • SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. R. Hi- TYPICAL SCREW SCHEDULE b `' 2X (MIN) FRAMING MEMBER 9" 2X (MIN) FRAMING MEMBER r (MAX) j '.1 .1 29 GA METAL SHEATHING I ,* -1--- 4, 2X (MIN) FRAMING MEMBER 2 #9 X 1-1/2° SCREWS 0 9" O.C. (MAX) FASTEN THE 29 O.C. ADJACENT SHEATHING TO EIACH OTHE THE MAJOR RIBS. PARALLEL TO THE 1-1/2° AT 9 C. D CE PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1-1/r SCREWS SHALL BE SPACED AT 12° O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW THE FASTENERS SHALL BE 1 2` (MIN) FROM SPACING AT TERMINATING EDGES). E / ( ) PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X 7/8' LONG SELF DRIWNG SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24` O.C. (MAX). INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPUED SUBSHEATHING. ALTERNATE SCREW SCHEDULE ---4 ti� , 4. 4: OF V. /ASP. , fi� N.T.S. co .o . ' _ G��, "^ / ' >�:�� ^� / '._ %� C- . 39188 0 L. O�•. FGISI'E4,` ;� �`SSfONAL STANDARD DETAILS � T L.-- WWW. 730 Hawthorne Ave. ENGINE olebuildin en ineerin COm P 9 9 9' NE • Salem, Oregon 97301 (503) � 1 1 RING 1 589 -1727 LNG . " CLIENT OWNER / BUILDING LOCATION E. ERICKSON CONTRACTING 16040 51ST AVE S TUKWILA, WA 98188 PAULA DEUTSCH 11125 49TH AVE S TUKWILA, WA 98179 L EXPIRES: 12/04/ CV-- i 411) N.T.S. ©AWANCE ENGINEERING OF OREGON, IN 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TD BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DATE: 09 FEB 04 DWG. NO.: PFB -06 of 07 JOB NO.: 120164 REV A /0\ DRAWN BY TM IPLOT 0 16 '1N3Wfl000 3H1 AO AlllbflO 3H1013la SI 1130110N SIHI NHHl 2:IV310 SS31 SI 3VW Jd SIHI NI 1N3011100a 3H1 AI :30I10N POLE BUILDING CONSTRUCTION NOTES: UNLESS NOTED OTHERWISE, ALL CONCRETE fc SHALL BE 2500 PSI MINIMUM AT 28 DAYS. THE CONCRETE SHALL BE MIXED IN THE CORRECT PROPORTIONS PRIOR TO PLACEMENT. NO SPECIAL INSPECTION IS REQUIRED. 2. ALL FRAMING LUMBER SHALL BE AT LEAST THE MINIMUM NOTED ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE STANDARD OR BEI kit. No. 2 DOUG —FIR MAY BE SUBSTITUTED FOR No. 2 HEM —FIR. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY THE MANUFACTURER OF THE PRE — ENGINEERED TRUSSES HAVE BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE POSTS SHALL BE CENTERED ON THE FOOTINGS. THE CONTRACTOR SHALL INSURE THAT THE BACKFILL IN THE POSTHOLES IS CAST AGAINST UNDISTURBED SOIL. UNLESS NOTED OTHERWISE, GIRTS AND PURUNS HAVE BEEN DESIGNED FOR STRESS ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE 5/8" TO 3/4" ( —) GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. 7. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE WELL— GRADED NATIVE SOIL (FREE FROM ALL ORGANICS AND LARGE COBBLES). THE CONTRACTOR SHALL INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILUNG AND IS COMPACTED AFTER EACH 6" LIFT. 8. IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, THE CONTRACTOR SHALL INSURE THAT THE SAND IS SATURATED PRIOR TO BACKFILUNG AND IS COMPACTED AFTER EACH 6" LIFT. CITY CF T 3 Y i L% APPROV J MAR 3 1 2r i S icJ 9. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING — MEMBERS (GIRTS AND PURUNS) PER THE TYPICAL SCREW ;J1! iN J1'JiS SCHEDULE GIVEN ON THE STANDARD DETAILS DRAWING UNLESS NOTED OTHERWISE. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY WITH UBC SECTIONS 2304 & 2305. ALL NAILS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES SHALL COMPLY WITH TRUSS PLATE INSTITUTE HIB -98 POST FRAME SUMMARY SHEET. 13. IF THE DRAWINGS SHOW TRANSLUCENT LIGHT PANELS, BOTH ENDS OF THE PANELS MUST TERMINATE AT A WALL GIRT. WALL GIRTS THAT LIGHT PANELS ARE ATTACHED TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 20d NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. 2 I. ABBREVIATIONS & SYMBOLS: " D —F EA GA GIB H —F MD MFR'S \O.C. DOUGLAS FIR EACH GAUGE GLUE LAM BEAM HEMLOCK FIR MAN DOOR MANUFACTURER'S ON CENTER OPP OPPOSITE PLCS PLACES P.T. PRESSURE TREATED TYP TYPICAL W WINDOW W/ WITH o AT O DIAMETER J I EXPIRES: 12/04/41X- oFTltIKWI,A • ? J �^ PERMIT CENTER CONSTRUCTION NOTES LANCE ENGINEEiRI www.polebuildingengineering.com 730 Hawthorne Ave. NE • Salem, Oregon 97301 (503) 589 -1727 CLIENT OWNER / BUILDING LOCATION I E. ERICKSON CONTRACTING PAULA DEUTSCH 16040 51ST AVE S 11125 49TH AVE S TUKWILA, WA 98188 TUKWILA, WA 98179 ©ALLIANCE ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DATE 09 FEB 04 DRAWN BY: TM IPLOT C 1 DWG. NO.: PFB -07 of 07 JOB NO.: 120164 REV./ 0 3v ( 'tCD Al ' ° tF {+tiEx1 �7 :131 � 9 t1�D Sho�.t . t • r s Dior Galvantized L tM 5 G ALVA� • EXTERNS GA ' �, T ,:, ROUND HD, PLASTIC STRIP N�1� �s-ed ' . �ANbxns.�uer�ws+wc?a».!a•M :MCrew��5'saKra�ns�ax.M.. a,mn.� + + +e�ue�ft ::*w+.v amess!9v5A5RrfiC t+ �` V'�+fs"�9d!'tN'�+ter+?, A!sl�5AMIMIW l?'l. :a'x'rly Z IZ LL. �U UO W = H WW WO LL. 4 N� = �W Z H F- O Z I- W 25 D0 U O� DH WW I- LL' O .Z W U =. O Z CE ENGIN�i X MG "The Pole Building Engineering Company" POST FRAME BUILDING STRUCTURAL CALCULATION (This structure has been analyzed and designed for structural adequacy only.) PROJECT No. 120164 Part 2 BUILDING OWNER / LOCATION: Paula Deutsch 1125 49 Ave. S ,,. ila, WA 98179 r 'LIENT: E. Erickson Contracting 16040 51 st Ave. S. Tukwila, WA 98188 �. ENGINEER: pV • r�. 2 s A iwl t o 0 0A t� c:l1yR�F Ti kwp A MICR 0 3 2004 PERM, TCENTER Property of Alliance Engineering of Oregon, Inc. Unauthorized duplication prohibited. Copyright © Alliance Engineering of Oregon, Inc. 1998 -2004 730 Hawthorne Ave. N.E. Alliance Engineering of Oregon, Inc. Phone: (503) 589 -1727 Salem, OR 97301 www.polebuildingengineering.com Fax: (503) 589 -1728 1)C)4vw077 . r}"+. �ntT 'fW!t?e'{,�!r62.'h•ttstt�•7. u++stRt!v,tinxs».KM, prat; xn�i;^+, en��V! r� 'rlx''d[�!ixT,S'a}Sten+;crs... Mu'•4.saaM.�ae. —ia .w.ww.eLL.�,t�ti...Hea:i�.�✓. u _ _ I Z �w QQ JU UO CO W= J H CO U 0, U. i� F w ' z zo �5 U0 ON � H W -O W Z U CO) z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd POST FRAME BUILDING SUMMARY: This is a roof only post -frame building with wooden trusses or rafters and preservately treated posts that are pressure treated for ground contact. Post size, post embedment depth, post hole diameter and backfill is given in the body of the calculation. The posts will be modeled as cantilevers that are fixed at the base. The post frames will be assumed to act as a unit. Wind loads (wind controls over seismic) will be imposed on the windward and leeward sides of the building simultaneously. The trusses / rafters will act as a drag strut that will cause the two posts to act together. The post - frame model for the building comes from References 2 and 3. The actual post length for bending will be assumed to be measured from top of the post hole backfill to the top of the corbel block. If there is no concrete floor, the concrete backfill will provide lateral constraint in the windward and leeward direction. If a concrete floor is used, lateral restraint for the post will be provided at the ground line by the concrete floor. REFERENCES: 1. 1997 Edition of the Uniform Building Code 1 2. Post - Frame Building Design Manual First Edition National Frame Builders Association, 2000 . 3. Post - Frame Building Design Walker and Woeste. ASAE Monograph Number 11. ASAE 1992 4. 1997 Edition, National Design Specification (NDS) 2nd Supplement For Wood Construction, American Wood Counsel Z �W QQ om: W� UO CO) 0, CO CO u_ WO �Q = d. �W Z� l-- O Z 1— V O CO. 3 : LL O O ..Z W U CO) O ~' Z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd 2 SUMMARY OF DESIGN VALUES Building Dimensions Wbldg := 30 [ft] (Width of Building) Lbldg := 30 [ft] (Length of Building) Hbldg := 12 [ft] (Eave Height of Building) Rpitch := 4 / 12 [roof pitch] B := 10 [ft] (Greatest spacing between eavewall posts) Truss := 12 [in] (Depth of truss /rafter heel) Post Properties Pwidth := 6 [in] (Post width y -axis) POST SIZE Pdepth := 8 [in] (Post depth x - axis) (All posts will be Hem -Fir) Grade := "2" (Grade of Post ( 2, 1, or SS = Select Structural)) Fb1 = 575 [psi] (Allowable bending stress for the posts) F = 575 [psi] (Allowable compression stress for the posts) Ewood = 1100000 [psi] (Allowable modulus of elasticity for posts) Loost bndg = 132 [in] (Bending length of post) Purlin Properties Purlin_spacing := 24 [in] Spurlin = Sx26 Fpurlin := FbDF2dim Spurlin = 7.6 [in ^3] Fpurlin = 900 [psi] (Allowable bending stress for the purlins) Footing and Post Hole Design Values gsoil := 1500 [psf] (Assumed soil vertical bearing capacity) di := 2 ft [diameter of footing] Z 1 D J U: L) 0 Co 0 J = H to U_ W O. J U. Q. D ul Z f- ' HO Z E- W U j �O Oco) W w ' z LL H LL O i11 Z. U CO) O ~` Z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd 3 SUMMARY OF DESIGN VALUES (Continued): Design Loads for Building Wind Desiqn Values: Fastest wind speed: qs gs8o (mph) Wind Exposure: E = "B" Ex posure Roof Load Desiqn Values: Wsnowv := 25 [Ibs] (Ground snow load) Wdead := 5 [Ibs] (Roof dead load) (GO TO LAST PAGE FOR SUMMARY OF RESULTS) z -2. U.J. D ` U O. CO) C' CO X, CO) LL WO IL Q N CY. � W Z� 1-0 z� W .2 5 U(3 D 1— W uji Z lil Z H = o z 2/12/04 120164 (Deutsch) 30x50xl2 Part 2.mcd 4 ' WIND ANALYSIS: UBC conditions: Method 1 (Normal Force Method) Calculate the Design Wind Pressure. 's u q= CeXCgXgsXl Where: Ce = Combined height, exposure and gust factor coefficient (w -roof) Cq = Pressure coefficient qs = Wind stagnation pressure Iw = Importance Factor q = 16.4 I := 1.0 C = 0.62 C = 0.62 Cgww := 0.8 (Pressure coefficient for windward wall) C f :_ -0.5 (Pressure coefficient for leeward wall) Cgwr := 0.3 (Pressure coefficient for windward roof) C :_ -0.7 (Pressure coefficient for leeward roof) C gwe := 1.2 (Pressure coefficient for wall elements) Cqrul :_ . (Pressure coefficient for roof uplift) Calculated Wind Pressures Windward Wall: qww Cew'Cgww'gs'Iw qww = 8.1 IPsfl Windward Roof: ,qwr := Cer'Cgwr'gs'Iw qwr = 3.1 [psf] Wall Elements: qwe : = C — - O.1)-q s -1w qwe = 11.2 Ipsf] Roof Uplift: qul Cer'Cgru1'gs'Iw qu1= 7.1 [Psfl Leeward Wall: qhv Cew'Cglw' qs, Iw q1w = —5.1 Ipsf] Leeward Roof: qh• Cer'Cglr'gs'Iw qlr = —7.1 [psf] Z W u� D UO CO U) N U WO �Q N =Y = �W Z � HO Z W 5; D O N: D H W W' H U LL lU Z U CO O Z 2/12/04 120164 (Deutsch) 30x5Oxl2 Part 2.mcd Calculate total roof areas that will be exposed to wind pressures: Woof := wbldg tan (0) Hroof = 5.0 ft. 2 Aeaveroof Hroof'Bay Aeaveroof = 50.0 sq ft. ;a Calculate the total roof wind pressure: } gtot qwr — qlr gtot = 10.2 psf F Calculate bending stress on posts due to eave wind. Calculate the total wind load per bay on the eave roof: Peavewind = gtot'Aeaveeoof Pevewind = 508 Ibs Calculate total moment due to wind pressure: Meavewind Peavewind'Lpost bndg Meavewind = 67109 in - lbs Calculate the maximum fiber stress: Meavewind fbeave:= fbeave = 524 psi 2 •Sspost POST DESIGN DUE TO EAVE WIND Assume the following post properties : 1. The posts will act as cantilevers at the base and span to the roof panels where they will be simply supported. 2. The posts will be pressure treated for ground contact. 3. The controlling load case will be Dead Load + Wind Load + 112 Snow Load. Calculate allowable unit stress (compression F CC ). Fcl = 575 [psi] Lpost bndg = 132 [in] (Bending length of post) F := Fcl • 1.15•.85 d := 6 [in] (Unbraced dimension of post) F = 562 [psi] (Allowable compression stress including load factors) K := 1.2 c:= 0.8 Ie Ke'Lpost bndg KcE 0.3 I = 158 [in] E = 1100000 [psi] )5•E � wood FcE F FcE FcE := KcE' � FcE = 800 1 + — I _ F c _ _ F c Cp 2 c c C = 0.80 ( 7 p ost F := Fc'Cp F = 448 psi 5 Z . �Z '~ W JU UO J F-' NW W O J U. CO = W Z0 W 7- 5 U 0. O N o� W s �6O w z U =. O� Z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd 6 EAVE WIND POST DESIGN: (Continued) Calculate Combine Flexural and Axial Loading Index: Wroof = 30 [Psf] (Total roof loading) Psnowpost = 3750 [Ibs] (Axial loading per post due to roof snow load) Pdeadpost = 750 jibs] (Axial loading per post due to roof dead load) Psnowpost + Pdcadpost _ f := 2 f = 55 [psi] (Actual compression stress per post) Apost Fb := Fbl • 1.6 •.85 Fb = 782 [psi] (Allowable bending stress per post including load factors) fbl fbeave f b1 = 524 [psi] (Actual bending stress on post) fc 2 fbl CCFALIeave — + � icc F b - 1 — fc FcE CCFALIeave = 0.73 less than or equal to 1.0 is OK z z Z' �W �D. UO W = H co LL w O . LL Q CO) d = W H =. Z � E- O Z F— W UJ D p. ON O I— = V: — O: Z CO),. H H: O z wood z z Z' �W �D. UO W = H co LL w O . LL Q CO) d = W H =. Z � E- O Z F— W UJ D p. ON O I— = V: — O: Z CO),. H H: O z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd POST EMBEDMENT FOR NON CONSTRAINED CONDITION: Calculate the required post depth. This assumes full depth backfill of post holes with concrete. Ppost = 254 Ibs [Equivalent lateral load applied top of the truss post] Ssoil = 150 [ps (Assumed soil lateral bearing capacity) depth postnc = 3.5 [ft] Trial depth of embedment. S1= 466 (calculated using a trial depth of embedment) A = 0.64 [ft " 2] h = 12 [ft] (Height at which equivalent point load will be applied) depthnc 2 1 + 1 + 4.36• A depthnc = 3.2 [ft] (required post embedment depth) Calculate pullout of the posts due to wind uplift. Determine the total area of the roof and apply the negative wind pressure. P := (9a1 Bat Wbwg) Pul = 1068 lb This is the uplift load. Assume a total weight of roof to be 2.0 psf . The posthole concrete (assume 150 pcf and area of the roof that will tend to keep the pole in the ground will be as follows: Roof := Buy•wb2 2 Posthole depth _postnc •3.14 di ll - f oo ti ng n 150 Posts := (Hbldg + 3 • 5 ) •Wpost Wttot Roof + Posts + Posthole Wttot = 2129 lb NOTE: Wttot is greater than P OK FOOTING DESIGN: Check the soil bearing capacity of the punch pads.. Afooting 3.14 dia - 2 footing ft w 2 [this is the area of the footing] gsoil = 1500 [psf] d i ll— f oo ti ng = 2 ft depth_postnc = 3.5 ft (trial depth of embedment) dfactor = 1.5 (calculated using a trial depth of embedment) Pfooting Afooting•9soil •dfactor Pfooting = 7065 [Ibs] (end bearing capacity of footing) Psnow = 4500 [Ibs] Note that the end bearing capacity Mooing) is greater than the snow load (Psnow)• This is OK. 7 Z Q � W U U U) 0 LU JF CO LL w O J. co d = u.l Z� H O z W W n O c. W H �. tL O. tL Z U= O Z I 2/12/04 120164 (Deutsch) 30x5Oxl2 Part 2.mcd 8 PURLIN DESIGN: Assume that the purlins simply span between pairs of trusses or rafters. Determine the required purlin size. lypurlinsnow = 5 [Pl7 (Distributed load along top edge of purlin) Calculate the maximum moment (M in the purlin and the maximum fiber stress (fbpurlin to snow and dead load. Lpurlin span = 111 in (bending length of purlin) Wpurlinsnow ' Lpurlin_span Mpurlin — 8 Mpurlin = 7305 [lb in] f Mpurlin f 96G p si stress ap to the bpurlin �= bpm•lin = P [ PP Spurlin purlin due to snow and dead load] Determine the allowable member stress. LDFsnow := 1.15 Cfpurlin = 1.30 C := 1.15 Cfupurlin = 1.00 Fpurlin = 900 [psi] Fbpurlin := LDFsnow 'Cfpurlin'Cr'CfupurHn'Fpurlin Fbpurlin = 1547 %purlin [psi] This is OK. Z i� Z �.W J U'. 0 0 �O J = CO) LL WO Q' Z � H• O W f-, 5 •O N 0 H W H U — O; lU Z .O ~: Z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd 9 CORBEL BLOCK DESIGN: Determine the required number and size of bolts required in the truss block. Assume full snow load and dead load on the roof. Pbolt 58 1590 jib] Psnow = 4500 [lb] Pbolt 34 2190 [lb) m0d := 147 [lb] If 5/8 dia. bolts are used: Nbolts58 = 2 .5 Number of 5/8" dia. bolts required in the corbel block If 3/4 dia. bolts are used: Nbolts34 = 1.8 Number of 3/4" dia. bolts required in the corbel block If 20d nails are to be used: Nails = 13 .3 number of 20d nails required in each corbel block. z - Z oQ W WD .3 U U O; W J H, CO) u_ w 0 LL Q'. to =) _CY H LU Z �. 1.- 0. z t- jQ O CO) o f- =U 0;. ..z W O. Z 2/12/04 120164 (Deutsch) 30x50x12 Part 2.mcd 10 SUMMARY OF RESULTS: Building Dimensions Wbldg = 30 [ft] (Width of Building) Lbldg = 30 [ft] (Length of Building) Hbldg = 12 [ft] (Eave Height of Building) Rpitch = 4 /12 [roof pitch] Post Details Pwidth = 6 [in] (Post width y-axis) POST SIZE Pdepth = 8 [in] (Post depth x -axis) (All posts will be Hem -Fir) Grade = "2" (Grade of Post ( 2, 1, or SS = Select Structural)) Usageenvewind = 0.73 % (Combined stress usage of post with eave wind) Purlin Details: FootingDetails: Purlin_usage = 0.62 % (Stress usage of roof purlin) Postdepth = 3.5 [ft] (Design Post Depth) dill = 2.0 [ft] (Design Footing Diameter) Corbel Block Bolts: Footingusage = 0.64 % (Stress usage of footing) Nbolts58 = 2.5 Number of 518" dia. bolts required in the corbel block if used. Nbolts34 = 1.8 Number of 3/4" dia. bolts required in the corbel block if used. N = 13.3 Number of 20d nails required in each corbel block if used. SPECIAL NOTE: The drawings attendant to this calculation shall not be modified by the builder unless authorized in writing by the engineer. No special inspections are required. No structural observation by the design engineer is required. Z H Z tr � J U: U M o W = J �. CO u-. F O. 9-1 U_ to CY = w Z �. F- O Z W �p O� w w: U_ U_ -O Z CO) U O :Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -077 DATE: 03 -03 -04 PROJECT NAME: DEUTSCH RESIDENCE - POLE BARN SITE ADDRESS: 1112549 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # _Response to Correction Letter # Revision # after /before permit is issued DEPA Buildi g vision © Fire Prevention Planning Division Public Wo `t Structural ❑ Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -04 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 ROOTING: Please Route L�v_I Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: I APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Dmuments( routing sllp,doc PERMIT COO R D COPY 2 -28 -02 DUE DATE: 04 -01 -04 Not Approved (attach comments) ❑ z '~ w D JU UO co W J = I-- N LL w g LLQ �D =d �_w z F �O w �5 U� O N 0 F- LU W F- �' O .z W co O z f LICENSE DETAIL INFORMATION Form Page I of 2 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES { Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License EERICC *099OZ Name E ERICKSON CONTRACTING Address 16040 51 ST AVE S Address City TUKWILA State WA Zip 98188 Phone Number 2062469910 Effective Date 9/9/1991 Expiration Date 8/14/2005 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UNUSED UBI Number 600475837 i * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPL * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER check the L &I Co ntractor Indu Insurance Premium Status or return to the L &I Construction Compliance Rome Page https:Hwws2.wa.gov/lni/bbip/TF2Form.asp?License=EERICC*099OZ 04/05/2004 ' ° t. i, ..�'� / ,,;i- ', +j `��' «�. ?'' x'�r ,.U, Uk :1, +rl:+d ��•° '•'cic�rta, �Umts:i�':r+7 i:. tai ,:;.�.�'ti::Gs.:rrt�.c..�:s. ,c.s:�4:G.a:],LW:.•;' s. . �:+.ti ��L: u „t�;f;1 '.::i., w,: 1: �1:, ss. .c;.•»�b,..4LCn:».w:13i:au..e., z �~ W o QQ : 2 JU U CO 0 J = H S2 u-. W w Q. CO = �w z� �O z I— w Lu �o O �. OH wW LL O •• z W U N O z i r, M MIST== AS IPROMSD U IM � �1$T Q01!'! •'SAL � � .. ' ' I6T. # BXP . iOLZ'i�'• . . MWCC*0990Z 00/14/2009' �Z�Mw;.rllwlf�llNr�� 16040 SI*T AVS •9 TMILA MA 90198 Issued h: I• ?t':P, - %k lN- 1C:,NT OF LABOR ANT 1. DUSTRII` P.01 Z Z LU oC � u� D , UQ C0 LU UJ N LL w O. a� U- N C1 F W Z �. F— O w U a, O CO! W H Lll Z ` U N' O ,Z ' i r r SAN. M 1 R IM 93.5 I.E. 88.95 STOR M.N. qP 9, r '. RIM 93.5 5 b / I.E. 89.0 SAN. M H. RIM 116.8 I.E. 109.3 cf 'A ce %• -._ a�cQ � r 1 4 \ �O• SAN M.H. RIM 163.2 I.E. 156.8 „ ' Y •wM'.•.r •', I• MIN +� tw.�Yrl�rn. 5r 1ii1#i2�iC11 i i. ,) i +•� ,° . e► c �..: 1 "• +7ti�►.(. .r .. .w V :..� :, ..h. ' ... w SAN. M.H. Rim 1 R5 n Hi NCHMARK CHISELED SQUARE AT N.W. CORNER OF 3' X 3' CONCRETE SLAB ELEV. - 189 55 ao Mo NOTE C co 41 0 ?s '7 NS6 GRAPHIC SCALE >< —� IN FEET) I 1 Y�dt 40 R. 1 I It i lop LEGAL DESCRIPTION: ft '., PARCEL A: :AN. M H.. i �/� �= =1�`� LOTS 1, 2, 3. 4, 5 AND 6, BLOCK 13, BEST'S REPLAT OF BLOCKS 11, RINI 86 9 1:, 13, 14 AND 15, POTTERY WORKS ADDITION TO SEATTLE, ACCORDING T) THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 52, IN I.E. 'i;5 05 --� /�; y �/ �.r-'' y / " /� 1 �._ t + '' . lK'NG COUNTY, WASHINGTON. PARCEL B: ,LOTS 1. 2. 3. 4, 5 AND 6. BLOCK 14, BEST'S REPLAT OF BLOCKS 11, 13 14 AND 15, POTTERY WORKS ADDITION TO SEATTLE. ACCORDING / / �� • X11) THE PLAT THERE(.F RECORDED IN VOLUME 15 OF PUTS, PAGE 52. IN _ 39.6 �' - - \ , .. t K.NG COUNTY, WASHINGTON, EXCEPT THAT PORTION OF LOTS 1 AND 2. f " LO 6 3 =i BL COURT CAUSE NCO. 489557. CITY OF BATTLE IN KING COUNTY SUPERI EL PARCEL C:�'A'O LUIti. 2. 3. 4. 5 AND S. BLOCK 1 5, BEST'S REPLAT OF BLOCKS 11, 12, 13, 14 AND 15. POTTERY WORKS ADDITION, ACCORDING TO THE PLAT OP i p. THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 52, IN KING COUNTY, ; e` tASHNGTON. EXCEPT THAT PORTION OF SAID LOT 2, BLOCK 14, CONDEM- ; KED BY THE CITY OF SEATTLE IN KING COUNTY SUPERIOR COURT CAUL . ,fi n i / / �f ` ''► � _�, / a -- O 1 0. 469557. - t tSZ1rT! r � / o . AR_Ex��oN- FR &_.�►NG � ARCEI D: f 'C. �lA. b920�4J :OT 163, BLOCx 18, C.D. HILLMAN'S MEADOW GARDENS DIVISION N0. 2, 2S1t f r.CORDWG TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF Pi ATS r _ '� ♦ x PAGF 82. IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION LYING 'r�' tOU OF THE NORTHEASTERLY LINE OF THE 40 FOOT STRIP �, • 2 26 � � CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY, PROPOSED BY DEED 4' � o, DAR / x " ° FECOED UNDER KING COUNTY RECORD NO. 5733075. A ----- RO P / x• +t '► a f PARCEL E: _ 1hAT PORTION OF RESERVE NO. 2, BLOCK 19, C.D. HILLMAN'S MEADOW x I f i r �•' � ti HOUSE ti � G � � GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO 2, ACCORD - �• `~� '►t� '� _ c _ [4G TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 82, �` /`� / `o �., - ` ( � � - • N KING 'OUNTY, WASHINGTON, LYING WESTERLY OF COUNTY ROAD (NOW I:NOWN AS 49TH AVENUE SOUTH) CONDEMNED IN KING COUNTY SUPERIOR I ` �q ' i NOL1 r ` ' w I / COURT CAUS NO. 26 EXCEPT THAT PORTION HERETOFORE CONVEYED x x ,� / I SH `�` ONCytie a / S TA TL OF WASHIN Y DEED RECORDED MARCH 29. 1963, UNDER RECORDING DA TED P O. 5563033, RECORDS OF 4F KING COUNTY, WASHINGTON. 1r ; ` ` �-'� ^ ,,�► �i /� '► M1 VERTICAL DATUM: ,d► r 1 I x 1 1'LEVATIO ARE BASED ON CITY OF SEATTLE DATUM USING THE FOL x 1tE(,'ENTER _ F / S(3tIBED SE. F BENCHMARK • CHID SQUARE IN THE OF CONCRETE _1 N < . + // MDEWALK OPPOSITE FIRE HYDRANI ON EAST SIDE OF 51ST AVENUE SOUTH 3 ~ _ { ((/ �• _ N CJ1 / 1 ''ND 35 FEET, MORE OR NESS. NORTH OF THE INTERSEC OF CENTER- w 1 ti ay I.J<f �'d '� I I 1 LINES OF SOUTH RYAN STREET AND 51St AVENUE SOUTH.' r IELD BOOK � • `� x - "�--= I` ?428 -00, PAGE 17, ELEVATION - 198.76. ' I ` 14MZCNTAL DATUM: z LIL �� `�? _� ■ 0EARINGS ARE BASED ON THE MONUMENTED CENTERLINE OF 51ST AVENUE .e PAST (NORTH 1'48'29 EAST). "sJ6 \ ° x ,. TITLE REPORT REFERENCE. EDA 1 THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, V 4 _ 1 FURNISHED BY STEWART TITLE GUARANTY COMPANY, COMMITMENT NO. Z r 174140, DATED APRIL 9, 1992. THE EASEMENTS SHOWN OR NOTED HEREON e -� t ` ,q• RELATE TO THIS COMMITMENT. x` _ y NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT M7 x`'► MOWN OR NOTED HEREON. ' ^ 7T �E l + e SUBSTRUCTURES 4 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED 1 Q d fr... 1 x �' BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE W L N FIELD. WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS. Z U) FOR THE FINAL LOCA710H OF EXISTING UTILITIES IN AREAS CRITICAL TO O E DESIGN CONTACT THE UTUTY OWNER /AGENCY. I Z EASEMENTS. COVENANTS & RESTRICTIONS: ! L v i *..� J x ti % x , I " �. ' l ♦. ` - SPECIAL EXCEPTIONS: _/� S z AN EASEMENT AFFECTMrG THE PORTION OF SAID PREMISES AND FOR THE V e x a PURPOSES STATEC HEREIN AND INCIDENTAL PURPOSES: A 1 +• 2 � TE � S ' T � PIT 1I V �.�- ,�__"'� �' ; (7 I I \ �AVOR OF: THE SOUTH 36 FEET OF LOT 6. BLOCK 15 Ot PARCEL C `"•" h 1 m DISCLOSED D INSTRUMENTS ��`^� ,.� p - ! ► °� "�� / ' �� L � a � RECORDED JUNE 17. 1957, AND AUGUST 26. 1965 - -.-- ' `b ,� = , 1 r �� �> • e 1 RECORDING NO.: 4806576 AND 5920443 AFFECTS. THE DESCRIPTION CONTANED THEREIN IS NOT SUrFI- 0 PENT TO DETERMINF ITS EXACT PURPOSE YWTt.W THE _�-.+� `.'b•' ��'�` - �� 1 ` / ►o I p �� ' 1' 100' PROPERTY HEREIN DESCRIBED. - - ASE TAN THE TERMS AN COND TIONS THEREOF• •' Q' EMCHMARK 6 TOP OF STAINLESS STEEL 'P K.' NAIL ELEV. - 228.04 i >r DAR % A x _ R x _ x e "' ` ' � ` , '`* � f' POLE � �{►� 49 TH AVE S OU TH E MEN 0 , FAR THE BENEFIT OF OT 163, BLOCK 18, C.0 HILLMAN'S MEADOW GARDENS ADDITION TC THE OTY OF SEATTLE. nIVINN NO. 2, ACCORDING TO THE PLAT THEREOF ` RECORDFO IN VOLUMI. 12 OF FIATS, PAGI 82, iN WNG COUNTY. WASHING - 'C:., EXCEP; raii%,. THEREOF CGivb,YED iG iHf S,,.TE OF WASHINGTON r DR HIGHWAY PURPOSES BY DEEDS REC )ROED UNDER RECORDING NO. 5558431 AND 5133075 AND EXCEPT PCR',ON:3 OF ALL CF THE ABO`F- DESCRIBED PROPERTY CONDEMNED BY THE CI OF SEATTLE 'OR ELECTRIC TRANSMISSJON LINE PURPOSES BY JUDGMENT ENTERED MARC^I 11, 1955, IN KING COUNTY SUPERIOR COURT CAUSE NO. 469557 AND L,)TS 2, 3, 4, 5 AND 6, BLOCK 15. BEST'S REPLAT, POTTERY WORKS ADDITION TO SEAT- TLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 52, IN KING COUNTY, WASHINGTON PURPOSE: INGRESS, EGRESS AND UTILITIES AREA AFFECTED: PORTION OF PARCEL D AND THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY 4EREIN DESCRIBED. RECORDED: FEBRUARY 22, 1980 RECORDING NO 6002220173 RELINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON. RECORDED: MARCH 20, 1963, AND MAY 7. 1954 RECORDING NOS. 5596431 AND 5733075 AFFECTS. PARCEL D RELNOUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, NEW AND AIR BY DEED TO STATE OF WASHINCTON: RECORDED: MARCH 29, 1963, APRIL 23, 1964 AND AUGUST 20, 1965 RECORDING NO.: 5563033, 572710' AND 5918247, RESPECTIVELY AFFECT: PARCEL E RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OF FILLS LOON PROPERTY HEREIN DESCRIBED AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE N0, 266632. 92039 /ASCII -1 SUBSTRUCTURES BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIF:FD WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WF ASSUME NO UABLUTY FOR THE AC�'URACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF FYISTNG UTIUTIES IN AREAS CRITICAL TO DESIGN CON- TACT THE UTUTY OWNER /AGENCY. WETLANDS SHOWN DELINEATED BY TALASEA Ilt ASSOCIATES. LEGEND O SET REBAR W /CAi' • ---- -- PROPOSED PROJECT BOUNDARY IMCltvE9 k R 11 1 ( „•• rq POW cw-f# 10 BENCHMARK C TOP Of ST AINLE SS S4 - - P.K. - NAIL ELEV. - 200.81 0 w Z LLJ0 Z J W � 0 Z cn Y r �-- 0 n M Of W co Q !1') W Q cr- z Z Y Q � U Z Y r v� 7 � Q r� � o LJ t � d crwt by .. !•c.�.' hr HRJ JJMc .CON 1' t- 40' MAY '92 92039.00 r.t 1 of 1 i r 1 _ . �. toT _ 1,,• r . - A ,. cffy Cf IV SAP 3 1 264 , 7 _ , t of . o woll